Thermal insulation elements DIN 1045-1 - Spanelas

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Thermal insulation elements DIN 1045-1 for balconies and thermally-insulated external components

ISOPRO ® – made in Germany

ISOPRO ®– insulation at its highest level

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H-Bau Technik GmbH Contact

Paul Rieger: Tel. +49 (0) 77 42 / 92 15-21 Fax +49 (0) 77 42 / 92 15-93 Mobil +49 (0) 171 / 864 72 61 eMail: [email protected] Oliver Etzrodt Tel. +49 (0) 70 82 / 41 39 63 Fax +49 (0) 70 82 / 79 33 00 Mobil +49 (0) 171 / 864 72 60 eMail: [email protected]

H-Bau Technik GmbH Head Office: Am Güterbahnhof 20 79771 Klettgau Germany Tel. +49 (0) 77 42 / 92 15-20 Fax +49 (0) 77 42 / 92 15-90 eMail: [email protected]

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Production North-East: Brandenburger Allee 14641 Nauen-Wachow Germany Tel. +49 (0) 332 39 / 775-20 Fax +49 (0) 332 39 / 775-90 eMail: [email protected]

Rudolf Till Tel. +49 (0) 332 39 / 775-24 Fax +49 (0) 332 39 / 775-90 Mobil +49 (0) 172 / 993 70 50 eMail: [email protected]

ISOPRO ®


Balcony insulation elements

Contents ISOPRO®

Thermal insulation elements Overview of types Technical principles Building physics – Heat insulation Building physics – Fire protection Exposition class Type IP-IPT Examples Construction and dimensions Dimensioning table Special types On-site reinforcement and installation instructions Two-part elements Deflection and height offset Expansion joint spacing Type IPT-Corner Construction and dimensions/on-site reinforcement Dimensioning table Type IPH Technical principles Type IPE Technical principles Dimensioning table Type IPQ-IPQS Examples of shear force elements IPQZ Technical principles Construction and dimensions Dimensioning table On-site reinforcement Type IPQQ-IPQQS Construction and dimensions Dimensioning table On-site reinforcement Torque from eccentric connection Type IPTD Technical principles Construction and dimensions On-site reinforcement Dimensioning table Type IPA, IPF, IPO Technical principles Type IPA Construction and dimensional values On-site reinforcement and installation instructions Type IPF Construction and dimensional values On-site reinforcement and installation instructions Type IPO Construction and dimensional values On-site reinforcement and installation instructions Type IPS, IPW Technical principles Type IPS Construction and dimensional values On-site reinforcement and installation instructions Type IPW Construction and dimensional values On-site reinforcement and installation instructions Tender General

2-3 4-6 7 8 9 11 12-13 14-15 16-17 18-21 22-23 24-25 26 27-29 30 31 32 33 34 35 36-37 38 39-41 42-43 43 44-45 46 47 48 49 50-51 53 54 55 56 57 58 59 61 62 63 64 65 66

1

ISOPRO® - insulation at its highest level

ISOPRO ® Overview of types ISOPRO® type IP - page 12 for freely-projecting balcony slabs. The element transfers negative bending moments and positive shear forces.

Balkon

Decke

Balkon

Decke

Balkon

Decke

Balkon

Decke

Balkon

Decke

Balkon

Decke

Balkon

Decke

Balkon

Decke

ISOPRO® type IPT - page 13 for freely-projecting balcony slabs. The element transfers negative bending moments and positive shear forces.

ISOPRO® type IPT-Corner - page 27 for freely-projecting external-corner balconies. The element transfers negative bending moments and positive shear forces.

ISOPRO® type IPQ - page 35 for joint-supported slabs (e.g. balconies and loggia on supports). The element transfers positive shear forces.

ISOPRO® type IPQS - page 36 for joint-supported slabs with selective force absorption. The element transfers positive shear forces.

ISOPRO® type IPQZ - page 36 for joint-supported slabs with selective force absorption with zero stress. The element transfers positive shear forces.

ISOPRO® type IPQQ - page 42 for joint-supported slabs. The element transfers positive and negative shear forces.

ISOPRO® type IPQQS - page 42 for joint-supported slabs with selective force absorption. The element transfers positive and negative shear forces.

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ISOPRO ®


Overview of types ISOPRO® type IPTD - page 47 for re-entrant balcony slabs in the floor area. The element transfers positive and negative bending moments and shear forces.

ISOPRO® type IPH - page 31

Decke

Balkon

Balkon

Decke

For selective absorption of horizontal forces in connection with cantilever slab or shear force connections.

ISOPRO® type IPE - page 32

Decke

Balkon

for selective absorption of horizontal forces and moments in conjunction with IP & IPT cantilever slab connections. Attika

ISOPRO® type IPA - page 54 Decke

for connection of fascias at storey floor level. The element is attached at selected points.

ISOPRO® type IPF - page 56

Brüstung

for connection of projecting parapets at storey floor level. The element is attached at selected points.

Decke

ISOPRO® type IPO - page 58 for connection of reinforced concrete consoles at storey floor level. The element is attached at selected points.

Konsole

Decke

B

ISOPRO® type IPS - page 62 for connection of wall consoles and cantilever beams. The element transfers positive and negative shear forces.

Konsole

Wandscheibe innen

B

ISOPRO® type IPW - page 64 for connection of full-height wall panels. The element transfers bending moments and shear forces in both the vertical and horizontal direction.

3


ISOPRO ® Technical principles

The product ISOPRO® is a thermally insulating, supporting, connection element between concrete construction components. Its excellent thermal insulation properties provide a reliable solution to the problems of building physics at the interface between external and internal construction elements. ISOPRO® consists of an EPS insulating body 80 mm thick of the heat conduction group 035 together with a static rod framework that ensures effective transfer of the forces from BST 500 in the area of the insulation and up to 100 mm to the side from BST 500 NR. Elements made from high-performance specialty concrete or rods made from BST 500 NR are used in the compression zone.

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Features Approved and type-tested in accordance with DIN 1045-1 Reduction of thermal bridges according to DIN 4108-2 and EnEV Avoids condensation and growth of mould Stainless steel construction provides corrosion protection Faster and more economical installation The consistently high quality standard of ISOPRO® is maintained by continual in-house and third-party monitoring. Optimum absorption of shear forces and bending moments

Application area

Projecting balcony with ISOPRO® type IP

Supported balcony with ISOPRO® type IPQ

ISOPRO ®


Technical principles

Installation locations for ISOPRO® balcony insulation elements:

ISOPRO® in single-skin brickwork

ISOPRO® in single-skin brickwork with Thermal Insulation Bonding System

ISOPRO® in double-skin brickwork

ISOPRO® in double-skin brickwork with rear ventilation

Order codes for ISOPRO® balcony insulation elements:

e

su

lo

pp le

ad

m

be

ar

co

in

g

ca

pa

Ty p

cit nc y re te en c t fir ed ov e er sh pr ea ot rf ec or tio ce n cla he s s ig F9 ht 0 of el em en t

IP 50 CV35 Q8 F90 h180

Order example 1: Freely-projecting balcony slab Slab thickness: h = 180 mm Concrete cover: cv = 35 mm mEd = 31.6 kNm/m vEd = 51.4 kN/m Fire protection requirement F90

IPQ 50 F90 h200

pr ot e

fir e

lo ad

be ar

in g

ca pa cti cit on y cla he s s ig F9 ht 0 of el em en t

Ty pe

Order example 2: Supported balcony slab Slab thickness: h = 200 mm vEd = 84,3 kN/m Fire protection requirement F90

Note: For types IPQ and IPQS no additional identification for the concrete covering cv is required. Additional identification for special element type IP: Downward curve in the wall Upward curve in the wall

⇒ ⇒

Var. l Var. ll

Var. lll HV Var. lll UV

⇐ ⇐

ceiling offset upwards ceiling offset downwards

Order example: IP 30 Var.l cv35 h200 All of the special elements for types IP and IPT are shown on pages 16-17.

5


ISOPRO ® Component catalogue and test certificates Component catalogue ISOPRO® elements Reinforcing steel:

BSt 500 S

Stainless steel:

BSt 500 NR in accordance with general building authority approval Material No. 1.4571 or 1.4362

Compression bearing:

Pressure elements made from high tensile special concrete; BSt 500 NR in accordance with general building authority approval

Insulation body:

Rigid polystyrene foam of heat conduction group 035

Fire protection slabs:

Fibre-cement slab from construction material class A1

Connecting structural components Concrete:

Standard concrete according to DIN 1045-2 or DIN EN 206-1 with a dry bulk density of 2000 kg/m3 to 2600 kg/m3 (light concrete is not permitted) Minimum strength of concrete for external structural components: ≥ C25/30 and dependent on the exposition classes according to DIN 1045-1 Minimum strength of concrete for internal structural components: ≥ C20/25 and dependent on the exposition classes according to DIN 1045-1

Reinforcing steel:

BSt 500 M and BSt 500 S

Test certificates

6

Approvals:

DIBt Berlin General building authority approval ISOPRO type IP Z-15.7-244 ISOPRO type IPT Z-15.7-243

type testing:

State Office for Construction Engineering, Tübingen Test Report (type testing) ISOPRO type IP Prüf-Nr. 06/2 ISOPRO type IPT Prüf-Nr. 08/5 ISOPRO type IPQ Prüf-Nr. 08/6

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ISOPRO ®


Building physics – Heat insulation Thermal bridge In the construction of buildings, unconsidered thermal bridges are a hidden risk. Thermal bridges are defined as locations in parts of a building in which heat transfer to the outside occurs more quickly than in other parts of the building. There is a difference between geometrical thermal bridges, in which, for the heat dissipation from the internal surface, there is an adjacent, larger, external surface (e.g. external corners of the building), and constructed thermal bridges, which create thermal bridges by the use of fixtures or materials with high heat conductivity or lack of thermal insulation. One example of constructive thermal bridges is reinforced concrete elements which penetrate external walls. At low outside temperatures, this increased heat flow leads to lower temperatures at the surface of the room wall. Problems of decreasing temperatures result from surface contact with the air in the room and its water retention capacity.

The same volume of air at 30ºC can absorb up to 30.38 g of water. This is known as saturation concentration. Due to fluctuating temperatures, for the same water concentration the relative humidity in the room also changes. Air, which is being cooled at the surface close to the thermal bridge, produces an increase in relative humidity until it reaches saturation concentration. Dew point temperature The temperature at which the water volume in the air is sufficient to cause saturation (relative humidity of 100%) is known as the dew point temperature, since a further decrease in temperature will cause excess humidity to be released from the air as condensate. This condensate attaches itself to the surface of the wall. Therefore, the higher the temperature and relative humidity levels in the

room are, the higher is the condensation point temperature and with it the increased risk of water condensation on the colder parts of the building surfaces. The assumed room climate is 20ºC and 50% relative humidity. For these conditions the dew point temperature is 9.3ºC. The minimum heat insulation The hazard threat comes not only from humidity-related effects on construction elements and the associated damage to the building, but, more importantly, also from the health hazard due to mildew formation in these areas. The formation of mildew does not only start at the point when water condensation occurs, but already at the point when the surface temperature at the wall produces 80% relative air humidity. For normal climatic conditions in a room, the non-critical surface temperature is 12.6ºC. When this surface temperature is reached there is no further hazard risk.

20 18

dew point temperature [°C]

Air humidity Air humidity (also air moisture) is defined as the proportion of water vapour mixed with gas (in this case in the room). The best known measure of humidity is the relative humidity, given as a percentage, which relates to the proportion of water vapour content in the air to the maximum possible content at any time. At lower temperatures the water retention capacity is lower than at higher temperatures, so that one cubic metre of air at 10ºC can absorb 9.41 g of water.

2°C re 2 u t a per 0°C t em re 2 u air t a per 8°C tem r re 1 i u a t a per tem air

16 14 12.6

no risk *

12 10 9.3

* No risk of mildew formation from12.6ºC (DIN 4108-2 : 2001-03)

8 6 40

45

50

55

60

65

70

75

80

85

90

Relative humidity [%] Dependence of the dew point temperature on relative humidity and air temperature

7


ISOPRO ® Building physics – Fire protection DIN 4109

Fire-resistance class F 30 All ISOPRO® elements are categorised as fire protection class F30. The requirements to be met for the complete construction are illustrated in the following diagrams: F30 - wall area construction

F30 - door area construction

mineral-based plaster mineral-based plaster A1 material A1 material screeding / screeding plastering / plastering

ISOPRO element ISOPRO element

mineral-based plaster mineral-based plaster

non-flammable non-flammable

screeding / screeding plastering / plastering

ISOPRO element ISOPRO element

mineral-based plaster mineral-based plaster

Fire-resistance class F 90 All ISOPRO® elements are also supplied to fire-resistance class F90, meeting the technical requirements for fire protection of balconies etc. The designation F90 is added to the element identification e.g. ISOPRO® IPT 55 cv 30 F90. The ISOPRO® elements are fitted with fire protection plates attached to the top side and the under side. The construction can be seen in the sketch of the system below. F90 F90fire fireprotection protectionslab slab

100 100

88

15 15

detail detail11

detail detail11

F90 F90fire fireprotection protectionslab slab

It is self-evident that to meet the requirements of the fire-resistance class F90, all other adjacent construction elements must also satisfy these requirements. For constructions with selected-point connections it is necessary to ensure that the intermediate insulation used also meets the fire-resistance requirements.

8

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ISOPRO ®


Exposition classes

Exposition classes and concrete covering

Table for concrete covering

Reinforcement corrosion

This table for concrete covering is extracted from Tables 3 + 4 in DIN 1045-1, 6.3 The recommendations for external balconies are:

XC3

XC4

XD1

XS1

high humidity, outside construction elements, damp rooms

C 20/25

cnom = 35 mm

cv = 30 mm

alternating wet and dry, outside construction elements exposed to rain

C 25/30

cnom = 40 mm

cv = 35 mm

high humidity, area of spray water from road surface

C 30/37

cnom = 55 mm

cv = 50 mm

salt-laden air, outside construction elements near coasts

C 30/37

cnom = 55 mm

cv = 50 mm

Concrete attack XF1

Minimum concrete Depth of concrete Red. depth of constrength class covering cnom crete covering cv *

high water saturation with no condensation source, outside construction elements

Minimum concrete strength class

C 25/30

Concrete covering

cv = degree of reinforcement corrosion

* cv = a reduction of 5mm according to DIN 1045-1, 6.3 is taken into account

in-situ concrete balconies, prefabricated balconies and filigree slabs with in-situ concrete covering and permanent sealing on the top surface: - concrete class C 25/30 - exposition class XC4 with cv 30 in-situ concrete balconies, prefabricated balconies and filigree slabs with in-situ concrete covering without permanent sealing: - concrete class C 25/30 - exposition class XC4 with cv 35

DIN 1045-1 Concrete covering: For constructions in accordance with DIN 1045-1 the most binding requirement is the issue of concrete covering (exposition class). The following concrete coverings (cv) are frequently encountered: cv = 30mm cv = 35mm cv = 40mm cv = 50mm (second layer for cv = 30mm and cv = 35mm) Example: IP 12/10 cv 30

h = 180 mm

Always include the element height!

9


ISOPRO ® Dimensioning program ISOPRO ® DESIGN

ISOPRO® DESIGN dimensioning program With ISOPRO® DESIGN we are passing on our many years of experience in the dimensioning of our ISOPRO® thermal insulation elements for the most popular balcony systems. You can select from the popular balcony systems, e.g. cantilever balcony, supported balcony, loggia, internal corner balcony and external corner balcony, or using free inputs of known dimensional values work out the loading. After inputting the geometrical data and the effective loads, the relevant ISOPRO® elements can be selected. The classification and the geometrical circumstances of the ISOPRO® elements can be checked for feasibility in section and plan view and, if required, printed out as a formwork drawing or exported as a dxf file for further processing.

Features all popular balcony systems can be selected installation languages German, English and Polish Dimensioning in accordance with German, Swiss or Polish standards (DIN, SIA, Eurocode) Dimensioning using FEM module Report output with verification CAD export ISOPRO® DESIGN on CD or as free download at: Tel.: +49 (0) 77 42 / 92 15-20 Fax: +49 (0) 77 42 / 92 15-90 eMail: [email protected] Internet: www.h-bau.com

10

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ISOPRO ® Type IP / IPT


IP / IPT IP / IPT

IP / IPT

IP / IPT

IP / IPT

Examples

IP / IPT

IP / IPT / IPT IP /IPIPT

IP / IPT

IP / IPT

Freely-projecting balcony

Side-separated internal corner balcony

IPT Corner

IP / IPT IPT Corner

IP / IPT

IP / IPT

IPT Corner

IPT Corner

2n d T IP

Internal corner balcony/loggia overlying on 3 sides, partially projecting

IPT Corner IP / IPT

IP / IPT

IPT Corner

po sit io n

2n d

IP T

IPT Corner

n io

/

sit po

IP

n io n

IP / IPT

IP / IPT

IPT Corner

io n

po sit

io n po sit

/ IP

sit io sit

n io

po

sit

d 2n

po

IP T

po

T IP

2n IP d p / os IP itio T n 2n d

/

d 2n

d 2n

IP

T IP

d 2n T IP n / itio IP os p d 2n

T IP

/ /

T IP

/

IP IP

/

IP

IP / IPT 1st position

IP / IPT 1st position

IP / IPT

IP / IPT

Internal corner balcony

IP

IP / IPT 1st position IP / IPT 1st position IP / IPT 1st position

IP / IPT 2nd position



IP / IPT

IP / IPT IP / IPT 1st position 1st position IP / IPT IP / IPTIP / IPT 1st position 1st position

IP / IPT

IP / IP IPT/ IPT

IP / IPT

IP / IPT

IP / IPT 1st positionIP / IPT


IP / IPT IP / IPT


IP / IPT

IP / IPT

IPT Corner

IP / IPT

IP / IPT IP / IPT

IPT Corner

External corner balcony

11


ISOPRO ® Type IP Construction and dimensions Top view

1000

Element classification see type test IP Type test Prüf-Nr. 06/2 Approval Ap-No. Z-15.7-244

Section IP

LZB

80

LZD slab side

160 - 250

balcony side

LQ

Section IP - X

LZB

80

LZD slab side

160 - 250

balcony side

LQ

80

LQ

Configuration of the elements Type

Length of element [mm]

Tension rods

Shear force rods

Compression support

IP 10 IP 20 IP 25 IP 30 IP 40 IP 50

1000 1000 1000 1000 1000 1000

7Ø6 7Ø8 8Ø8 4 Ø 8 + 4 Ø 10 8 Ø 10 10 Ø 10

4Ø6 4Ø6 4Ø8 4Ø8 4Ø8 4Ø8

4 4 4 6 6 8

Dimensions type IP [length in mm] Tension rods Type LZB LZD IP 10 IP 20 IP 25 IP 30 IP 40 IP 50

370 480 480 590 590 590

430 560 560 690 690 690

Shear force rods LQ

LQ8

250 250 280 280 280 280

615 615 615 615 615 615

Expansion joint spacings for ISOPRO® type IP can be found on page 26.

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Supplemental shear force LQ10 LQ12 615 615 615 615

745 745 745 745

ISOPRO ® Type IPT


Construction and dimensions

1000

Element classification see type test IP

IP / IPT

Top view

Type test Prüf-Nr. 08/5 Approval Ap-No. Z-15.7-243

Section IPT

LZB

80

LZD slab side

160 - 250

balcony side

LD

80

LD

LQ

Section IPT - X

80

LZB

LZD slab side

160 - 250

balcony side

LD

80

LD

LQ

LQ


Length of element [mm]

Tension rods

Shear force rods

Compression rods

500 + 500 500 + 500 500 + 500 500 + 500 500 + 500

6 Ø 10 + 4 Ø12 10 Ø 12 10 Ø 12 10 Ø 12 10 Ø 14

4Ø8 4Ø8 4Ø8 4Ø8 4Ø8

6x2 Ø 10 + 4x2 Ø 12 10x2 Ø 12 7x2 Ø 14 + 3x2 Ø 12 10x2 Ø 14 10x2 Ø 14

IPT 55 IPT 60 IPT 70 IPT 80 IPT 100

Dimensions type IPT [length in mm] Tension rods

Shear force rods

Compr. rods

Supplemental shear force

Type

LZB

LZD

LQ

LD

LQ8

LQ10

LQ12

IPT 55 IPT 60 IPT 70 IPT 80 IPT 100

710 590 710 710 710

810 690 810 810 830

210 210 210 210 210

165 165 165 165 200

400 400 400 400 400

400 400 400 400 400

490 490 490 490 490

Expansion joint spacings for ISOPRO® type IPT can be found on page 26.

13


ISOPRO ®

Dimensioning table for concrete ≥ C20/25 Element height [mm] dependent on cv [mm]

Dimensional values of the absorbable moments mRd [kNm/m]

30

35

40

45

50

IP 10

IP 20

IP 25

IP 30

IP 40

-

-

-

-

160

7.0

12.2

13.8

17.7

20.4

-

-

-

160

-

7.4

13.0

14.6

18.8

21.7

-

-

160

-

170

7.8

13.8

15.5

19.9

23.0

-

160

-

170

-

8.3

14.5

16.3

21.1

24.3

160

-

170

-

180

8.7

15.3

17.2

22.2

25.5

-

170

-

180

-

9.1

16.1

18.1

23.3

26.8

170

-

180

-

190

9.6

16.8

18.9

24.4

28.1

-

180

-

190

-

10.0

17.6

19.8

25.5

29.4

180

-

190

-

200

10.4

18.4

20.6

26.7

30.7

-

190

-

200

-

10.8

19.1

21.5

27.8

32.0

190

-

200

-

210

11.3

19.9

22.4

28.9

33.3

-

200

-

210

-

11.7

20.7

23.2

30.0

34.6

200

-

210

-

220

12.1

21.4

24.1

31.1

35.9

-

210

-

220

-

12.6

22.2

24.9

32.3

37.2

210

-

220

-

230

13.0

22.9

25.8

33.4

38.4

-

220

-

230

-

13.4

23.7

26.7

34.5

39.7

220

-

230

-

240

13.9

24.5

27.5

35.6

41.0

-

230

-

240

-

14.3

25.2

28.4

36.7

42.3

230

-

240

-

250

14.7

26.0

29.2

37.9

43.6

-

240

-

250

-

15.1

26.8

30.1

39.0

44.9

240

-

250

-

-

15.6

27.5

31.0

40.1

46.2

-

250

-

-

-

16.0

28.3

31.8

41.2

47.5

250

-

-

-

-

16.4

29.1

32.7

42.3

48.8

Dimensional values of the absorbable shear forces vRd [kN/m] h = 160 - 250 [mm]

27.5

41.5

Types with supplemented shear force load bearing capacity Type

IP 10 Q...

IP 20 Q...

IP 25 Q...

IP 30 Q...

IP 40 Q...

Dimensional values of the absorbable shear forces vRd [kN/m]

Q8 (2Ø8/2Ø10) h ≥ 170mm

61.8*

Q10 (4Ø10) h ≥ 170mm

79.2 96.6

Q12 (4Ø12) h ≥ 180mm

139.1

* (4 Ø8) h ≥ 160mm

Types with positive and negative shear force absorption Dimensional values of the absorbable shear forces vRd [kN/m] Type

14

IP 10

IP 20

IP 25

Q8X (4Ø8/2Ø10)

+ 61.8 / - 48.8

Q10X (4Ø10/2Ø12)

+ 96.6 / - 69.6

Q12X (4Ø12/2Ø12)

+ 139.1 / - 69.6

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IP 30

IP 40

ISOPRO ®

Dimensioning table for concrete ≥ C20/25

Dimensional values of the absorbable moments mRd [kNm/m] IP 50

IPT 55

IPT 60

IPT 70

IPT 80

IPT 100

27.0

28.3

31.9

35.2

36.8

43.9

28.7

30.1

33.9

37.5

39.1

46.8

30.4

31.9

36.0

39.7

41.5

49.7

32.1

33.7

38.0

42.0

43.9

52.6

33.8

35.6

40.1

44.3

46.3

55.5

35.5

37.4

42.1

46.6

48.6

58.4

37.2

39.2

44.2

48.9

51.0

61.3

38.9

41.0

46.2

51.1

53.4

64.2

40.6

42.8

48.2

53.4

55.8

67.1

42.3

44.6

50.3

55.7

58.2

69.9

44.1

46.4

52.3

58.0

60.6

72.8

45.8

48.2

54.4

60.3

62.9

75.7

47.5

50.1

56.4

62.5

65.3

78.6

49.2

51.9

58.5

64.8

67.7

81.5

50.9

53.7

60.5

67.1

70.1

84.4

52.6

55.5

62.5

69.4

72.5

87.3

54.3

57.3

64.6

71.7

74.9

90.2

56.0

59.1

66.6

74.0

77.3

93.1

57.7

60.9

68.7

76.2

79.6

96.0

59.4

62.8

70.7

78.5

82.0

98.8

61.1

64.6

72.8

80.8

84.4

101.7

62.8

66.4

74.8

83.1

86.8

104.6

64.5

68.2

76.9

85.4

89.2

107.5

IP / IPT


Dimensional values of the absorbable shear forces vRd [kN/m] 41.5

IP 50 Q...

IPT 55 Q...

IPT 60 Q...

IPT 70 Q...

IPT 80 Q...

IPT 100 Q...

Dimensional values of the absorbable shear forces vRd [kN/m] 79.2 96.6 139.1

Dimensional values of the absorbable shear forces vRd [kN/m] IP 50

IPT 55

IPT 60

IPT 70

IPT 80

IPT 100

+ 61.8 / - 48.8 + 96.6 / - 69.6 + 139.1 / - 69.6

15


ISOPRO ® Special types

Valid for type series IP and IPT (analogously)

Connection to a floor slab with a “small” step-up offset c upper reinforcement of steel bars or mesh

c

a

b lower reinforcement of steel bars or mesh of steel bars or mesh c upper reinforcement

slab

wall

h ≤ 80

balcony

a closed stirrup

b

c

h ≤ 80

For a step-up offset of less than 80 mm a standard element can also be used. b slab a wall with an upper leg Inbalcony this case a stirrup reinforcement c balcony length ≥ ls is required to deflect the tensile force towards the floor. b Dimensioning of the stirrup reinforcement for cantilever a wall effect and shear force on the b balcony slab.

Var. I

Connection to a vertical wall – connection downwards a

wall

balcony

b

wall

wall b a ba b

wall

The ISOPRO® tension rods correspond to the required a overlap length ls in accordance with DIN 1045-1. See pages 18-21 for connection reinforcement to the balcony side. a

Var. II

wall

a

balcony

c

b

c

a

reinforcement b reinforcement

b

reinforcement

upper reinforcement of steel bars or mesh

slab

wall

b

reinforcement

b

reinforcement

a closed stirrup a

balcony

b

The necessary shear reinforcement in the overlap area must be proved in accordance with DIN 1045-1. The minimum wall thickness is dependent on the type.

Connection to a vertical wall –bconnection upwards balcony

reinforcement

lower reinforcement of steel bars or mesh

a insert stirrup insert stirrup

balcony

b

a insert stirrup a insert stirrup a insert stirrup

balcony

For connection reinforcement on the balcony side see a closed stirrup pages 18-21. c upper reinforcement of steel bars or mesh The necessary shear reinforcement in the overlap area must be proved in accordance with DIN 1045-1. stirrup a closed Recommended joist width: at least 200 mm. b lower reinforcement of steel bars or mesh a insert stirrup

balcony

h ≤ 80

slab

b

16

The ISOPRO® tension rods correspond to the required ≥ 220 overlap length ls in accordance with DIN 1045-1. slab See pages 18-21 for connection reinforcement to the c balcony side. balcony a

b

slab

www.h-bau.com balcony balcony

c

≥ 220a

b

The necessary shear reinforcement in the overlap area c upper reinforcement of steel bars or mesh must be proved in accordance DIN reinforcement with of steel bars1045-1. or mesh b lower The minimum wall thickness is dependent on the type. c

a closed stirrup upper reinforcement of steel bars or mesh c angled reinforcement a closed stirrup

a insert st

b

balcony

wall

ISOPRO ® a IP and IPT (analogously) Valid for type series b

wall

Var. III HV

Connection to a floor slab with a step-up offset

c

b

reinforcement


slab c

a

balcony

a closed stirrup

b

c

b lower reinforcement of steel bars or mesh

c

a

a closed stirrup The required shear reinforcement in the overlap area must be proved in accordance with DIN 1045-1. c angled reinforcement Recommended minimum beam width: at least 220 mm

Dimensioning of the stirrup reinforcement for cantilever b moment and shear force for the balcony slab. The ISOPRO® tension rods correspond to the required overlap length ls in accordance with DIN 1045-1. ≥ 220 balcony On-site connection reinforcement see pages 18-21. ≥ 220

b lower reinforcement of steel bars or mesh

slab

a

closed stirrup

balcony


slab

≥ 220

e

Connection to a floor slab with step-down offset c b

Var. III UV

a

d ≥ 220

slab

a b

e upper reinforcement of steel bars or mesh c angled reinforcement b insert stirrup d lower reinforcement of steel bars or mesh

e c

closed stirrup

balcony

IP / IPT

balcony

reinforcement


a insert stirrup

Special types

b

a e upper reinforcement of steel bars or mesh b insert stirrup

d

d lower reinforcement of steel bars or mesh Dimensioning of the stirrup reinforcement for cantilever moment and shear force for the balcony slab. The ISOPRO® tension rods correspond to the required overlap length ls in accordance with DIN 1045-1. On-site connection reinforcement see pages 18-21.

The required shear reinforcement in the overlap area must be proved in accordance with DIN 1045-1. Constructive angled reinforcement item 3. Recommended minimum beam width: at least 220 mm

᝽

For further solutions please contact our applications engineering department. Tel.: +49 (0) 77 42 / 92 15-70 Fax: +49 (0) 77 42 / 92 15-96

17


ISOPRO ® Type IP On-site reinforcement and installation instructions balcony

slab

ony

Section A d

a

a

suspension reinforcement integral A

integral suspension d reinforcement

slab

balcony

slab

b

ISOPRO compression support

c distribution rods Ø 8

slab

c

balcony

slab

d

d

ony

slab

d slab

A

balcony

b

a concrete ≥ 20/25

A

A

concrete ≥ 25/30

d

c

Install ISOPRO® IP and align. The direction of alignment (arrow symbol on top of element) must be followed. Insert the balcony-side edging 햳 in accordance with DIN 1045-1 and connect to the ISOPRO® tension rods. The ISOPRO® tension rods and the support reinforcement are at the same level. If required. the binder on the tension rod level can be cut through.

c

ony

b

rods Ø 8 c distribution ISOPRO compression supporta lower reinforcement

Lay the lower reinforcement 햲 for the floor and balcony slab.

ISOPRO® Type IP

ony

a lower reinforcement

Installation instructions

ISOPRO® Type IP slab

a

b insert edging according to DIN

slab

ony

d

d upper reinforcement


ISOPRO transverse force rods


b

ISOPRO tension rods

a

a

balcony

ISOPRO tension rods

b

b

a

a

a


Section A - A

Lay the distribution rods. one Ø 8 top and bottom item 햴. In the case of indirect support, lay the floor-side edging 햳 according to DIN 1045-1 and distribution rods 햴 Ø 8. Insert the upper slab reinforcement 햵 and bind together with the ISOPRO® tension rods. The ISOPRO® tension rods and the support reinforcement are at the same level. It is necessary when concreting to fill and pack uniformly on both sides in order to prevent movement of the ISOPRO® elements

slab

d

c a

ISOPRO type IP with on-site mesh support ®

concrete ≥ 20/25

A

ete ≥ 25/30

The mesh support replaces the suspension reinforcement. It should be installed at a distance of ≤ 100 mm from the insulation and raised up until it is immediately below the tension reinforcement. The diameter of the diagonals must be at least 5 mm. The transverse force rod can be positioned above or below the mesh support.

18

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balcony

Mesh support

100

slab

ISOPRO ® Type IP


On-site connection reinforcement

Type

as,erf*

Recommendation for on-site connection reinforcement

[cm²/m]

Concrete reinforcing steel rod BSt 500 S

Concrete steel mesh BSt 500 M

Concrete steel mesh + reinforcing steel rod

IP 10

1.98

Ø 8 / 200

Q257A / R257A

-

IP 20

3.52

Ø 10 / 170

Q424A / R424A

Q188A + Ø 6/150

IP 25

4.02

Ø 10 / 150

Q424A / R424A

Q257A + Ø 6/150

IP 30

5.15

Ø 10 / 110

Q524A / R524A

Q188A + Ø 8/150

IP 40

6.28

Ø 10 / 100

Q636A

Q335A + Ø 8/150

IP 50

7.85

Ø 12 / 100

-

Q 524A + Ø 8/150

IP / IPT

On-site connection reinforcement for ISOPRO® type IP

* The required connection reinforcement As,erf applies to fully-loaded ISOPRO® elements. For lower loading, these can be reduced correspondingly. Note: For proof of the shear force load bearing capacity of the slabs without web reinforcement. DIN 1045-1. Section 10.3.3 applies. For proof of the shear force load bearing capacity of the slabs with web reinforcement DIN 1045-1. Section 10.3.4 applies. The maximum shear force transferable across the joint is limited to 0.3 · VRd.max.

Suspension reinforcement for ISOPRO® type IP ISOPRO® elements are supplied as standard from the factory with the required balcony-side suspension reinforcement. On the end-face side of the slabs to be connected, distribution rods of at least 2 Ø 8 are to be arranged on-site. In the case of indirect support of the elements it should be noted: A suspension reinforcement is required on the floor side that is dimensioned for VRd. Distribution rods of at least 2 Ø 8 are to be arranged on the end-face side of the slabs. The required steel cross-section for the suspension reinforcement per metre can be taken from the table:

Type IP 10 Q...

IP 20 Q...

IP 25 Q...

IP 30 Q...

IP 40 Q...

IP 50 Q...

Standard

Q8

Q10

Q12

as,erf [cm²/m]

0.63

1.42

2.22

3.20

selected

4Ø6

4Ø8

4 Ø 10

4 Ø 12

as,erf [cm²/m]

0.63

1.42

2.22

3.20

selected

4Ø6

4Ø8

4 Ø 10

4 Ø 12

as,erf [cm²/m]

0.95

1.82

2.22

3.20

selected

4Ø6

4Ø8

4 Ø 10

4 Ø 12

as,erf [cm²/m]

0.95

1.82

2.22

3.20

selected

4Ø6

4Ø8

4 Ø 10

4 Ø 12

as,erf [cm²/m]

0.95

1.82

2.22

3.20

selected

4Ø6

4Ø8

4 Ø 10

4 Ø 12

as,erf [cm²/m]

0.95

1.82

2.22

3.20

selected

4Ø6

4Ø8

4 Ø 10

4 Ø 12

19


ISOPRO ® Type IPT On-site reinforcement and installation instructions balcony

slab

ony

Section A d

a

a

suspension reinforcement integral A

integral suspension d reinforcement

slab

b

a

a

a

balcony

a

slab

b


slab

c

balcony

slab

d

d

ony

d

b

d

c a

concrete ≥ 20/25

A

A

concrete ≥ 25/30

slab

d

c a

concrete ≥ 20/25

A

20

slab

A

balcony

ete ≥ 25/30



www.h-bau.com

Install ISOPRO® IPT and align. The direction of alignment (arrow symbol on top of element) must be followed.

Lay the distribution rods, one Ø 8 top and bottom item 햴. In the case of indirect support, lay the floor-side edging 햳 according to DIN 1045-1 and distribution rods 햴 Ø 8.

slab

b

rods Ø 8 c distribution ISOPRO compression support a lower reinforcement

Insert the balcony-side edging 햳 in accordance with DIN 1045-1 and connect to the ISOPRO® tension rods. The ISOPRO® tension rods and the support reinforcement are at the same level. If required, the binder on the tension rod level can be cut through.

c

ony

ony



balcony

a




ISOPRO® Type IPT

d

ISOPRO tension rods


slab

ISOPRO® Type IPTslab

b

ISOPRO tension rods

b


ony

a


Section A - A

Insert the upper slab reinforcement 햵 and bind together with the ISOPRO® tension rods. The ISOPRO® tension rods and the support reinforcement are at the same level. It is necessary when concreting to fill and pack uniformly on both sides in order to prevent movement of the ISOPRO® elements

ISOPRO ® Type IPT


On-site connection reinforcement

Type

as,erf* [cm²/m]

IPT 55

Recommendation for on-site connection reinforcement Concrete reinforcing steel rod BSt 500 S

Concrete steel mesh + reinforcing steel rod

8.34

Ø 12 / 125

Q335A + Ø 10 / 150

IPT 60

9.40

Ø 12 / 100

Q335A + Ø 10 / 125

IPT 70

10.50

Ø 12 / 100

Q335A + Ø 12 / 150

IPT 80

11.00

Ø 12 / 100

Q335A + Ø 12 / 125

IPT 100

13.16

Ø 14 / 100

Q524A + Ø 12 / 125

IP / IPT

On-site connection reinforcement for ISOPRO® type IPT

* The required connection reinforcement As,erf applies to fully-loaded ISOPRO® elements. For lower loading, these can be reduced correspondingly.

Note: For proof of the shear force load bearing capacity of the slabs without web reinforcement, DIN 1045-1, Section 10.3.3 applies. For proof of the shear force load bearing capacity of the slabs with web reinforcement DIN 1045-1, Section 10.3.4 applies. The maximum shear force transferable across the joint is limited to 0.3 · VRd,max.

Suspension reinforcement for ISOPRO® type IPT ISOPRO® elements are supplied as standard from the factory with the required balcony-side suspension reinforcement. On the end-face side of the slabs to be connected, distribution rods of at least 2 Ø 8 are to be arranged on-site. In the case of indirect support of the elements it should be noted: A suspension reinforcement is required on the floor side that is dimensioned for VRd. Distribution rods of at least 2 Ø 8 are to be arranged on the end-face side of the slabs. The required steel cross-section for the suspension reinforcement per metre can be taken from the table:

Type IPT 55 Q...

IPT 60 Q...

IPT 70 Q...

IPT 80 Q...

IPT 100 Q...

Standard

Q8

Q10

Q12

as,erf [cm²/m]

0.95

1.42

2.22

3.20

selected

4Ø6

4Ø8

4 Ø 10

4 Ø 12

as,erf [cm²/m]

0.95

1.42

2.22

3.20

selected

4Ø6

4Ø8

4 Ø 10

4 Ø 12

as,erf [cm²/m]

0.95

1.42

2.22

3.20

selected

4Ø6

4Ø8

4 Ø 10

4 Ø 12

as,erf [cm²/m]

0.95

1.82

2.22

3.20

selected

4Ø6

4Ø8

4 Ø 10

4 Ø 12

as,erf [cm²/m]

0.95

1.82

2.22

3.20

selected

4Ø6

4Ø8

4 Ø 10

4 Ø 12

21


ISOPRO ® Type IP & IPT Two-part elements installation instructions

In type IP pre-cast units

In type IPT pre-cast units

Arrange the lower reinforcement layer including the mesh support as per structural design. Distance to insulation joint ≤ 100 mm.

a

a

a

a

≤ 100

≤ 100

Install lower section 햲. The last transverse rod in the mesh must be placed as close as possible to the insulation, observing the required concrete covering. For IP: the transverse force rod can be under or on top of the mesh support. The mesh support should be lifted until it is underneath the tension reinforcement.

≤ 100

≤ 100

In pre-cast units

Concreting the slab element. Locate and fix the associated upper section 햳 and, where required, intermediate section 햴. Type IP is supplied with suspension reinforcement as standard On-site type IP

On-site type IPT

≥ 180*

≥ 100

On-site Lay the necessary on-site reinforcement on the floor side. (See pages 18-21)

*IPT 100 ≥ 215

Lay the slab element on the timber beams prepared for it.

≥ 180*

≥ 100

b

b

Attach the upper section 햳 and, where required, intermediate section 햴. Bind the tensioning rods to the onsite reinforcement.

c

c

b c

*IPT 100 ≥ 215

Lay the necessary on-site reinforcement on the balcony side. (See pages 18-21)

b

Note: For an element height h = 210 to 250 mm fit additional insertion stirrups Ø 6/200 or stirrup mesh Q188A on the balcony side.

c

Important note: The type identification for lower and upper sections must match (see also colour identification). The direction of installation (on the balcony side) must be observed.

22

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ISOPRO ® Type IP & IPT


Two-part elements

Type IP

Type IPT upper section

upper section

middle section

middle section

lower section

lower section balcony

IP / IPT

Construction

slab

balcony

slab

All ISOPRO® elements of types IP and IPT can be supplied as two-part elements

General notes The permitted section sizes can be found in the tables on pages 14 and 15 of this technical information.

The following elements also have an additional colour coding:

Intermediate sections can be supplied for height offset compensation in 20 and 40 mm thicknesses.

ISOPRO® type

Colour code

IP 20 IP 30 IP 40 IP 50

green blue yellow white

Type IP: If the mesh supports are placed with a spacing of ≤ 100 mm from the insulation joint, no additional suspension reinforcement is required. Instead a suspension reinforcement dimensioned for VRd should be located along the insulation joints. For information regarding the required formwork height offset and the maximum spacing of expansion joints, refer to pages 24-26.

The continuity of the colour coding through the elements ensures correct matching every time, even for short sections.

The adhesive labels (type designation) for the upper and lower sections must be identical. Follow the instructions for the balcony side and the floor side.

23


ISOPRO ® Type IP & IPT Deflection and camber

Freely cantilevered slabs made from concrete experience a sinking of the edge when they are stripped. This displacement is a combination of a deformation of the balcony insulation element used and a bending of the slab itself.

These two deformations are superimposed and offset by cambering the formwork. From the calculation shown below the required formwork camber on the cantilever arm end is derived resulting from the ISOPRO® elements at 100% loading.

To obtain the total camber, the slab deformation according to DIN 10451 is added. For the total camber to be specified by the structural designer in the construction drawings the direction of the scheduled water run-off must be considered when making the camber.

Cambering the balcony slab Element heigh h [mm] Concrete covering cv 30

35

40

45

50 160

160 160 160 160

170 170

170

180 180

180 180

180

190 190

190 190

190

200 200

200 200

200

210 210

210 210

210

220 220

220 220

220

230 230

230 230

230

240 240

240 240

240 250

www.h-bau.com

250 250

250 250

24

170 170

IP 10 IP 20 IP 25

IP 30 IP 40 IP 50

IPT 55 IPT 60 IPT 70 IPT 80

IPT 100

0.51

0.59

0.92

1.06

0.48

0.56

0.87

1.00

0.45

0.53

0.82

0.94

0.43

0.50

0.77

0.89

0.41

0.47

0.73

0.84

0.39

0.45

0.70

0.80

0.37

0.43

0.67

0.79

0.35

0.41

0.64

0.73

0.34

0.39

0.61

0.69

0.33

0.38

0.59

0.67

0.31

0.36

0.56

0.64

0.30

0.35

0.54

0.62

0.29

0.34

0.52

0.59

0.28

0.33

0.50

0.57

0.27

0.31

0.49

0.55

0.26

0.30

0.47

0.53

0.26

0.29

0.46

0.52

0.25

0.29

0.44

0.50

0.24

0.28

0.43

0.49

0.23

0.27

0.42

0.47

0.23

0.26

0.40

0.46

0.22

0.25

0.39

0.45

0.21

0.25

0.38

0.43

ISOPRO ® Type IP & IPT


Deflection and camber

IP / IPT

Determination of the balcony slab camber ü [mm] = value in the table · (mEd/mRd) · lk [m] · 10 mEd mRd lk

Bending moment for determining the camber resulting from the ISOPRO® element. The decisive load combination is decided by the designer. Design moment of the ISOPRO® element in accordance with the dimensioning tables on pages 14 and 15. Cantilever length in [m]

Example: Cantilever length: lk = 1.80 m Slab thickness: h = 180 mm Dead weight (slab and covering): g = 6.0 kN/m2 Edge load (parapet): F = 1.5 kN/m Traffic loading: q = 4.0 kN/m2 Concrete cover: cv = 30 mm Dimensioning: mEd= (g + q) x lk2 / 2 + F x lk vEd = (g + q) x lk + F Selected:

= (6.0 · 1.35 + 4.0 · 1.5) · 1.82 / 2 + 1.5 · 1.8 · 1.35 = (6.0 · 1.35 + 4.0 · 1.5) · 1.8 + 1.5 · 1.35

ISOPRO® IP 30 cv 30 h = 180 mm

mRd = 26.7 kNm/m

= 26.5 kNm/m = 27.4 kN/m

vRd = 41.5 kN/m

Selected load combination in the determination of the camber resulting from the ISOPRO® element: mEd = (g + q/3) · lk2/2 + F · lk= (6.0 · 1.35 + 4.0/3 · 1.5) · 1.82 / 2 + 1.5 · 1.8 · 1.35 = 20.0 kNm/m ü = 0.39 · (20.0 / 26.5) · 1.80 · 10 = 5.3 mm This camber results from the deformation of the ISOPRO® elements at 100% loading and is to be superimposed by the slab deformation in accordance with DIN 1045-1.

25


ISOPRO ® Type IP & IPT Expansion joint spacing

Expansion joint spacing ISOPRO® The external concrete components must have expansion joints at right angles to the insulation layer in order to limit the stress caused by changes in temperature. The spacing of the joints e is given in the following table:

expansion joint spacing e

e /2

expansion joint spacing e

expansion joint dowelling e.g. HED-S + plastic sleeves expansion joint

expansion joint

balcony

balcony

ISOPRO

ISOPRO

ISOPRO

Type IPT Corner

Expansion joint spacing for ISOPRO® type IP and IPT Rod diameter [mm]

≤ 10

12

14

16

20

Joint spacing e [m]

13.00

11.30

10.10

9.20

8.00

For corner constructions, the maximum rod leg length is e/2

e /2

t spacing e

expansion joint balcony

ISOPRO

Type IPT Corner

e /2

expansion joint

26

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ISOPRO ® Type IPT Corner


Construction and dimensions ISOPRO® type IPT Corner 20 Notes:

7Ø

Corner element comprises 2 elements 1st and 2nd layer 810

Element height 3 Øh 10≥ 180 mm

1s

IPT CORNER

1st layer

700 Special elements h = 160 mm possible

3Ø8 580

5 Ø 10

80

balcony side

4

3Ø8

810

690

580

2nd layer

8 Ø 12 Spacing between the floor-side filigree slabs and the insulation body ≥ 100 mm 80

690

5 Ø 10

80

690

SECTION

690 810

80

80

1st layer cv 30 2nd layer cv 50

slab

balcony

80

SECTION


slab

1st + 2nd layer cv 30

On-site reinforcement IPT Corner 20 c 5 Ø 10

balcony

d 5 Ø 10

a 5 Ø 10

햴 Supplementary reinforcement 5 Ø 10 / 100 l = 2 x balcony cantilever length

b 6 Ø 12

b 5 Ø 10

b 5 Ø 10

IPT Corner 20 2nd layer

a 5 Ø 10

recommended structural components catalogue: 햲 Connection reinforcement 1st layer 5 Ø 10 / 100 l = balcony cantilever length 70 mm 햳 Connection reinforcement IPT Corner 30 1st layer 2nd layer 5 Ø 10 / 100 l = balcony cantilever length 70 mm

IPT Corner 20 1st layer

slab

On-site connection reinforcementa 6 Ø 12 As,erf = 3.92 cm²

slab

햵 Supplementary reinforcement 5 Ø 10 / 100 l = 2 x balcony cantilever a 6 Ø 12 length

27


ISOPRO ® Type IPT Corner Construction and dimensions ISOPRO® type IPT Corner 30 Notes: Corner element comprises 2 el6 Ø 14 ements 1st and 2nd layer

1st layer 700

Spacing 6 Ø 14 between the floor-side 6 Ø 14 filigree slabs and the insulation body ≥ 100 mm

balcony sid

810

830

80

SECTION

ony

80

6 Ø 14

830 810

3 Ø 10

8 Ø 12

810

700

80

4 Ø 10

1st layer Special elements h = 160 mm 700 possible

700

2nd layer

7 Ø 12

balcony side 4 Ø 14

4 Ø 14

80

5 Ø 10

8 Ø 12

Element height h ≥ 180 mm

6 Ø 14

3 Ø 10

830

810

7 Ø 12

SECTION


slab

balcony

80 80 1st layer cv 30 2nd layer cv 50

slab




balcony

d 6 Ø 12

a 6 Ø 12

28

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recommended structural components catalogue: 햲 Connection reinforcement 1st layer 6 Ø 12 / 100 l = balcony cantilever length 70 mm

햴 Supplementary reinforcement 6 Ø 12 / 100 l = 2 x balcony cantilever length 햵 Supplementary reinforcement 6 Ø 12 / 100 l = 2 x balcony cantilever length

b 6 Ø 14

b 6 Ø 12


b 6 Ø 12

a 6 Ø 12

a 6 Ø 14

햳 Connection reinforcementIPT Corner 50 1st layer 2nd layer 6 Ø 12 / 100 l = balcony cantilever length 70 mm


slab

On-site connection reinforcement As,erf = 6.41 cm²

slab

a 6 Ø 14

ISOPRO ® Type IPT Corner


Construction and dimensions ISOPRO® type IPT Corner 50 Notes: Corner element comprises 2 elements 1st and 2nd layer

6 Ø 14

4 Ø 10

1st layer

Special elements h = 160 mm possible

700

Spacing between the floor-side filigree slabs and the insulation body ≥ 100 mm

830

830

80

SECTION


slab

balcony 1st layer cv 40 2nd layer cv 20


balcony

d 6 Ø 14

a 6 Ø 14

a 6 Ø 14

b 6 Ø 14


slab

On-site connection reinforcement As,erf = 7.27 cm² recommended structural components catalogue: 햲 Connection reinforcement 1st layer 6 Ø 14 / 100 l = balcony cantilever length 70 mm 햳 Connection reinforcement 2nd layer 6 Ø 14 / 100 l = balcony cantilever length 70 mm


b 6 Ø 14

balcony

80

4 Ø 10

6 Ø 14

830

700

2nd layer

6 Ø 14

balcony side 6 Ø 14

6 Ø 14

80

7 Ø 12

6 Ø 14

IPT CORNER

830

Element height h ≥ 180 mm

햴 Supplementary reinforcement 6 Ø 14 / 100 l = 2 x balcony cantilever length 햵 Supplementary reinforcement 6 Ø 14 / 100 l = 2 x balcony cantilever length

29


ISOPRO ® Type IPT Corner Dimensioning table Dimensioning table for concrete ≥ C20/25 Element height [mm] dependent on cv [mm]

Dimensional values for the absorbable moments MRd [kN]

30

35

IPT Eck 20

IPT Eck 30

IPT Eck 50

-

180

19.5

25.9

28.8

180 -

-

20.3

27.3

30.4

190

21.2

28.7

32.0

190

-

22.0

30.1

33.5

-

200

22.9

31.5

35.1

200

-

23.7

32.9

36.7

-

210

24.6

34.3

38.3

210

-

25.4

35.7

39.9

-

220

26.3

37.1

41.5

220

-

27.1

38.5

43.0

-

230

28.0

39.9

44.6

230

-

28.8

41.3

46.2

-

240

29.7

42.7

47.8

240

-

30.6

44.1

49.4

-

250

31.4

45.5

50.9

-

32.3

46.9

52.5

250

Dimensional values for the absorbable shear forces VRd [kN] h = 180 - 190 [mm]

46.5

h = 200 - 250 [mm]

72.6

96.8

104.6

118.1

Dimensioning table for concrete ≥ C25/30 Element height [mm] dependent on cv [mm] 30 35

Dimensional values for the absorbable moments MRd [kN] IPT Eck 20

IPT Eck 30

IPT Eck 50

-

180

19.5

29.4

33.2

180 -

-

20.3

31.0

35.0

190

21.2

32.6

36.8

190

-

22.0

34.2

38.7

-

200

22.9

35.8

40.5

200

-

23.7

37.4

42.3

-

210

24.6

38.9

44.1

210

-

25.4

40.5

46.0

-

220

26.3

42.1

47.8

220

-

27.1

43.7

49.6

-

230

28.0

45.3

51.4

230

-

28.8

46.8

53.2

-

240

29.7

48.4

55.1

240

-

30.6

50.0

56.9

-

250

31.4

51.6

58.7

250

-

32.3

53.2

60.5

Dimensional values for the absorbable shear forces VRd [kN] h = 180 - 190 [mm] h = 200 - 250 [mm]

30

www.h-bau.com

46.5

72.6

96.8

104.6

118.1

ISOPRO ® Type IPH


Technical data Notes The ISOPRO® elements type IPH for absorption of horizontal forces must only be used together with ISOPRO® cantilever slabs or shear-force connections. The number of IPH elements to be configured is taken from the data provided by the structural designer. See page 26 for the configuration of expansion joints. When using ISOPRO® IPH elements note that the force absorption of the line connection is reduced by the percentage length ratio of the IPH elements to the total connection length. Plan view

Section slab slab slab slab slab

balcony balcony balcony balcony balcony

slab slab slab slab slab

220 220 220 220 220

IPH / IPE

100 100 100 100 100


220 220 220 220 220

80 80 80 80 80

100 100 100 100 100

IPH 1 for absorption of horizontal forces parallel to the expansion joint.




250 250 250 250 250

100 100 100 100 100

IPH 2 for absorption of horizontal forces at right-angles to the expansion joint.




80 80 80 80 80

250 250 250 250 250


250 250 250 250 250

IPH 3 for absorption of horizontal forces parallel and at right-angles to the expansion joint.


80 80 80 80 80

250 250 250 250 250

Dimensioning table, type IPH for concrete ≥ C20/25 cv - independent

Reinforcement Shear force

Horizontal

IPH 1

2x1Ø8

-

IPH 2

-

IPH 3

2x1Ø8

Element length [mm]

HRd [kN] Vertical

Horizontal

100

± 7.4 kN

-

1 Ø 10

100

-

± 18.1 kN

1 Ø 10

100

± 7.4 kN

± 18.1 kN

On-site reinforcement The installation of the ISOPRO® IPH elements takes place analogously to the installation of the ISOPRO® cantilever slabs or shear-force connections. The number and position of the elements is taken from the statics data. The elements are to be fixed in their positions.

31


ISOPRO ® Type IPE Technical data Notes The ISOPRO® elements type IPE for absorption of horizontal forces parallel and at right-angles to the insulation level HRd || must only be used together with ISOPRO® cantilever slabs or shear-force connections. Moments generated for example M from the effects of earthquakes can only be absorbed with the ISOPRO® type IP/IPT elements. Rdy ZRd ⊥

100

slab balcony The number of IPE elements to be configured is taken from the data provided by the structural designer. See page 26 for the configuration of expansion joints.

When using ISOPRO® IPE elements note that the force absorption of the line connection is reduced by the percentage length ratio of the IPE elements to the total connection length. slab

balcony

Construction and dimensions HRd || 550

MRdy

ZRd ⊥

80

550 slab

100

balcony

balcony

slab

550

80

550

ISOPRO® type IPE 1 HRd || MRdy

ZRd ⊥

slab

100

balcony

balcony

slab

HRd || 740 balcony

MRdy

ZRd ⊥

80

740 slab

100

ISOPRO® type IPE 2

Examples of IPE elements balcony

slab

IPQQIPQQ

IPE IPE

740

32

www.h-bau.com

IPQQIPQQ

IPE IPE

80

IPQQIPQQ

IP/IPTIP/IPT

740

IPE IPE

IP/IPTIP/IPT

IPE IPE

IP/IPTIP/IPT

ISOPRO ® Type IPE



Dimensioning table type IPE for concrete ≥ C20/25 Shear-force rods

Horizontal anchor

Element length [mm]

IPE 1

2x1Ø8

2Ø8

100

IPE 2

2 x 1 Ø 12

2 Ø 12

100

cv - independent

HRd  [kN]

ZRd⊥ ⊥ [kN]

±15.4

+43.7

±34.7

+83.7

Dimensional values for absorbable moments MRdy [kNm] dependent on ISOPRO® IP/IPT IP 20 IP 25

IP 30, IP 40 IP 50

IPT 55, IPT 60 IPT 70, IPT 80

IPT 100

30*

35*

IPE 1

IPE 2

IPE 1

IPE 2

IPE 1

IPE 2

IPE 1

IPE 2

-

160

2.21

2.16

3.60

3.51

3.71

5.18

3.67

6.86

160

-

2.33

2.28

3.80

3.72

3.93

5.49

3.89

7.20

-

170

2.46

2.41

4.01

3.93

4.15

5.80

4.11

7.70

170

-

2.59

2.54

4.22

4.14

4.37

6.11

4.33

8.04

-

180

2.71

2.66

4.43

4.35

4.59

6.43

4.54

8.54

180

-

2.84

2.79

4.64

4.56

4.81

6.74

4.76

8.87

-

190

2.97

2.92

4.85

4.77

5.03

7.05

4.98

9.37

190

-

3.09

3.04

5.06

4.98

5.24

7.36

5.20

9.71

-

200

3.22

3.17

5.27

5.18

5.46

7.67

5.64

10.21

200

-

3.35

3.30

5.48

5.39

5.68

7.99

5.42

10.55

-

210

3.47

3.42

5.69

5.60

5.90

8.30

5.86

11.05

210

-

3.60

3.55

5.90

5.81

6.12

8.61

6.07

11.38

-

220

3.73

3.68

6.10

6.02

6.34

8.92

6.29

11.89

220

-

3.85

3.80

6.31

6.23

6.56

9.23

6.51

12.22

-

230

3.98

3.93

6.52

6.44

6.77

9.55

6.73

12.72

230

-

4.11

4.06

6.73

6.65

6.99

9.86

6.95

13.06

-

240

4.23

4.18

6.94

6.86

7.21

10.17

7.17

13.56

240

-

4.36

4.31

7.15

7.07

7.43

10.48

7.39

13.89

-

250

4.49

4.44

7.36

7.28

7.65

10.79

7.60

14.40

250

-

4.61

4.56

7.57

7.48

7.87

11.11

7.82

14.73

IPH / IPE

Element height [mm] dependent on cv [mm]

* Concrete cover of the adjacent IP/IPT elements

Note: For the IPE elements either MRdy or ZRd⊥ but not both simultaneously! Moments can only be absorbed in connection with adjacent ISOPRO® IP/IPT elements.

33


ISOPRO ® Examples of shear force elements

IPH

IPQ

IPQQ

IPQS

propped balcony with selective point connection

IPQ

IPQ

IPQQS

IPH

IPQQS

propped balcony with selective point connection

IPH

IPQQ

IPQQ

propped internal corner balcony

propped internal corner balcony

IPQ

IPQQ

34

tie strip in lower position

re-entrant balcony with tie strip www.h-bau.com

IPQQ

tie strip in lower position

IPQZ

IPQS

IPQS

IPQ

IPQS

IPQ

IPH

IPQQ

propped balcony

propped balcony

IPQS

IPH

IPQZ

IPQ

3-sided overlying loggia with tie strip

ISOPRO ® Type IPQ


General

IPQ / IPQS

ISOPRO® elements for pinned slabs

The product ISOPRO® elements from the IPQ series are thermally insulating, supporting connection elements between supported concrete structural components such as balconies and loggias on props. Depending on the type they transfer positive and negative shear forces. They are available as meter lengths for linear force absorption or as short lengths for point transfer.

Features

Application area

Type-tested in accordance with DIN 1045-1 Reduction of thermal bridges according to DIN 4108-2 and EnEV Avoids condensation and growth of mould Stainless steel construction provides corrosion protection Faster and more economical installation The consistently high quality standard of ISOPRO® is maintained by continual in-house and thirdparty monitoring

Type IPQ - for transferring positive shear forces Type IPQS – short element for point transfer of positive shear forces Type IPQQ – for transfer of positive and negative shear forces Type IPQQS – short element for point transfer of positive and negative shear forces Type IPQZ – short element for zerostress connection of re-entrant balconies and loggias

35


ISOPRO ® Type IPQ, IPQS & IPQZ Construction and dimensions

slab

→ 80 foldedLQDon floor side

LQD LQB

Rods Ø 8, 10, 12 & 14

→ straight on floor side

SectionL type IPQ - transverse rod folded back on floor side L 80

Element length L

QD

balcony slab

LQD LD

80L

QB

LD

80

balcony

L80 QB

80 slab

balcony

LD

36

LQD

80

LD

www.h-bau.com

80

slab

balcony

LD

LQB

LD

80 80

LQD

slab slab

LQB

80

Section type IPQS - transverse rod straight on floor side LQB

LQD slab

LQD

80

QD

balcony balcony

LQD

LQB LQD

80

QB

slab

slab

Section type IPQZ - transverse rod folded back on floor side LQB

slab

Section type IPQ - transverse rod straight on floorL side L Element length L

QB

LQB

Element length L

Element length L

LQB Rods Ø 6 80

80

balcony

Plan view type IPQS - transverse rod straight on floor side

Shear-force rods IPQ & IPQS

balcony

balcony

Element length L

slab

Element length L

balcony

Element length L

balcony

Element length L

Element length L

Plan view type IPQ - transverse rod straight on floor side

Element length L

Element length L

Plan view type IPQ - transverse rod folded back on floor side

LQD

80

balcony

slab

LD

80

LD

ISOPRO ® Type IPQ, IPQS & IPQZ


Construction and dimensions Assignment of the elements type IPQ & IPQS Shear force rod

Pressure zone

Element length [mm]

Number

IPQ 10

1000

4Ø6

310

150

IPQ 20

1000

5Ø6

310

150

IPQ 30

1000

6Ø6

310

150

IPQ 40

1000

8Ø6

310

150

IPQ 50

1000

10 Ø 6

310

150

IPQ 70

1000

6Ø8

420

490

IPQ 80

1000

8Ø8

420

490

IPQ 90

1000

6 Ø 10

520

615

IPQ 100

1000

5 Ø 12

630

740

IPQ 110

1000

6 Ø 12

630

740



IPQS 10

300

2Ø8

420

495



IPQS 20

400

3Ø8

420

495

IPQS 30

500

4Ø8

420

495

IPQS 40

300

2 Ø 10

530

615

IPQS 50

400

3 Ø 10

530

615

IPQS 60

300

2 Ø 12

630

740

IPQS 70

400

3 Ø 12

630

740

IPQS 80

300

2 Ø 14

750

860

IPQS 90

400

3 Ø 14

750

860



IPQZ 10

300

2Ø8

420

495



IPQZ 20

400

3Ø8

420

495

IPQZ 30

500

4Ø8

420

495

IPQZ 40

300

2 Ø 10

530

615

IPQZ 50

400

3 Ø 10

530

615

IPQZ 60

300

2 Ø 12

630

740

IPQZ 70

400

3 Ø 12

630

740

IPQZ 80

300

2 Ø 14

750

860

IPQZ 90

400

3 Ø 14

750

860

Length of shear-force rod LQB [mm]

Rod floor side

LQD [mm] folded back 

straight

Length LD [mm]

4 DL



4 DL



4 DL

 

Number

4 DL    

      

4 DL 4 DL 4 DL 4 DL 4 DL 5 DL 2 Ø 10

150

3 Ø 10

150

2 DL 3 Ø 10

150

4 Ø 12

165

4 Ø 12

165

5 Ø 12

165

4 Ø 14

165

6 Ø 14

165

IPQ / IPQS

Type

       

37


ISOPRO ® Type IPQ, IPQS & IPQZ Dimensioning table for concrete ≥ C20/25

Dimensional values for elements type IPQ, IPQS & IPQZ Type IPQ

Element height [mm] ≥ 160

IPQ 10

1000

IPQ 20

1000

IPQ 30

1000

IPQ 40

1000

IPQ 50

1000

IPQ 70

1000

IPQ 80

1000

IPQ 90

1000

IPQ 100

1000

IPQ 110

1000

≥ 180

Element length [mm]

Element height [mm]

Type IPQS

≥ 160 ≥ 160 ≥ 160 ≥ 160 ≥ 160 ≥ 160 ≥ 170 ≥ 180

≥ 160

Shear force vRd [kN/m] + 34.8 + 43.5 + 52.2 + 69.5 + 86.9 + 92.7 + 123.6 + 144.9 + 172.0 + 208.9 Shear force VRd [kN]

IPQS 10

300

IPQS 20

400

IPQS 30

500

IPQS 40

300

IPQS 50

400

IPQS 60

300

IPQS 70

400

IPQS 80

300

IPQS 90

400

≥ 190

+ 142.0

Element length [mm]

Element height [mm]

Shear force VRd [kN]

Type IPQZ

38

Element length [mm]

IPQZ 10

300

IPQZ 20

400

IPQZ 30

500

IPQZ 40

300

IPQZ 50

400

IPQZ 60

300

IPQZ 70

400

IPQZ 80

300

IPQZ 90

400

www.h-bau.com

≥ 160 ≥ 160 ≥ 170 ≥ 170 ≥ 180 ≥ 180 ≥ 190

≥ 160 ≥ 160 ≥ 160 ≥ 170 ≥ 170 ≥ 180 ≥ 180 ≥ 190 ≥ 190

+ 30.9 + 46.4 + 61.8 + 48.3 + 72.4 + 69.5 + 102.2 + 94.7

+ 30.9 + 46.4 + 61.8 + 48.3 + 72.4 + 69.5 + 102.2 + 94.7 + 142.0

ISOPRO ® Type IPQ


On-site reinforcement and installation instructions d upper reinforcement

Section A - A balcony

slab

ony

Section A - A d

slab d

a

a

a

balcony

slab

slab

c

ony

slab

slab

d

d

ony

d

d

slab

A

balcony

b

d

c a

a

concrete ≥ 20/25

A

A

concrete ≥ 25/30

slab

d

c

Insert the balcony-side suspension reinforcement 햳 (see table) and connect to the ISOPRO® shear-force rods. The ISOPRO® shear-force rods and the support reinforcement are at the same level.

In the case of indirect support, lay the floor-side suspension reinforcement 햳 and distribution rods 햴 Ø 8 Insert the upper slab reinforcement 햵.

Note: For proof of the shear force load bearing capacity of the slabs without web reinforcement, DIN 1045-1, Section 10.3.3 applies. For proof of the shear force load bearing capacity of the slabs with web reinforcement, DIN 10451, Section 10.3.4 applies. The maximum shear force transferable across the joint is limited to 0.3 · VRd,max.

a

On-site suspension reinforcement ISOPRO® type IPQ A

ete ≥ 25/30


It is necessary when concreting to fill and pack uniformly on both sides in order to prevent movement of the ISOPRO® elements.

slab

a


Lay the distribution rods, one Ø 8 top and bottom pos. 햴.

c

balcony

b


IPQ / IPQS

balcony

ony

rods Ø 8 c distribution ISOPRO compression supporta lower reinforcement

Install ISOPRO® IPQ and align. The direction of alignment (arrow symbol on top of element) must be followed.

ISOPRO® Type IPQ

b



ISOPRO® Type IPQslab

b

b insert stirrup



ony

b insert stirrup b

ab

a

a


Type IPQ

as,erf [cm²/m]

concrete ≥ 20/25

selected

Type IPQ

as,erf [cm²/m]

selected

IPQ 10

0.80

4Ø6

IPQ 70

2.13

6Ø8

IPQ 20

1.00

5Ø6

IPQ 80

2.84

8Ø8

IPQ 30

1.20

6Ø6

IPQ 90

3.33

6 Ø 10

IPQ 40

1.60

8Ø6

IPQ 100

3.95

5 Ø 12

IPQ 50

2.00

4Ø8

IPQ 110

4.80

6 Ø 12

39


ISOPRO ® Type IPQS On-site reinforcement and installation instructions d upper reinforcement


slab

ony

on-site suspension reinforcement

Section A - A

on-site suspension reinforcement d

slab d

a

a

b

b

a

a

a

balcony

slab


balcony

slab

c

ony

slab

slab

d

d

ony




d

d

slab

A

balcony

b

d

c a

a

concrete ≥ 20/25

A

A

concrete ≥ 25/30

slab

d

c

In the case of indirect support, lay the floor-side suspension reinforcement 햳 and distribution rods 햴 Ø 8 Insert the upper slab reinforcement 햵. It is necessary when concreting to fill and pack uniformly on both sides in order to prevent movement of the ISOPRO® elements.

slab

b

ISOPRO compression rods


c

balcony

ony

distribution rods Ø 8 c reinforcement ISOPRO compression rods a lower

Install ISOPRO® IPQS and align. The direction of alignment (arrow symbol on top of element) must be followed.

ISOPRO® Type IPQS

b



ISOPRO® Type IPQS slab

b

b insert stirrup

b insert stirrup

a


ony



a

a

On-site suspension reinforcement ISOPRO® type IPQS

40

Type IPQS

As,erf [cm²]

IPQS 10

0.71

IPQS 20

concrete ≥ 20/25

Type IPQS

As,erf [cm²]

selected

2Ø8

IPQS 60

1.60

2 Ø 12

1.07

3Ø8

IPQS 70

2.35

3 Ø 12

IPQS 30

1.42

4Ø8

IPQS 80

2.18

2 Ø 14

IPQS 40

1.11

2 Ø 10

IPQS 90

3.26

3 Ø 14

IPQS 50

1.66

3 Ø 10

A

ete ≥ 25/30

www.h-bau.com

selected

ISOPRO ® Type IPQZ


On-site reinforcement

Installation instructions For zero-stress mounting of an IPQZ, an opposed IPQS element is used. A tie strip 햲 reinforcement is placed between the two elements, which corresponds in diameter and rod count to the elements IPQS and IPQZ – see table. For connection to the floor in the case of IPQS, the on-site stirrup reinforcement 햳 is required to back anchor the tie strip. The required suspension reinforcement and the on-site slab reinforcement are not shown here.

Type IPQZ

Type IPQS

b

a slab

balcony

b back anchoring of tie strip

IPQS/IPQZ

tie strip

On-site reinforcement ISOPRO® type IPQZ Tie strip 햲

Insert stirrup 햳

to be used with

IPQZ 10

2Ø8

1Ø8

IPQS 10

IPQZ 20

3Ø8

2Ø8

IPQS 20

IPQZ 30

4Ø8

2Ø8

IPQS 30

IPQZ 40

2 Ø 10

1 Ø 10

IPQS 40

IPQZ 50

3 Ø 10

2 Ø 10

IPQS 50

IPQZ 60

2 Ø 12

2 Ø 10

IPQS 60

IPQZ 70

3 Ø 12

3 Ø 10

IPQS 70

IPQZ 80

2 Ø 14

2 Ø 10

IPQS 80

IPQZ 90

3 Ø 14

3 Ø 10

IPQS 90

Type IPQZ

41


ISOPRO ® Type IPQQ & IPQQS Construction and dimensions

Shear-force rods IPQQ & IPQQS

Rods Ø 8, 10, 12 & 14

floor side

→ straight on floor side

Section type IPQQ - transverse rod folded back on floor side LQB

L80 QB Balkon

LD

Elementlänge L

LQB

80

LQD

Balkon Decke

LDLD

LQD

80

LQD

80

Decke

Decke

LLD

80

Section type IPQQ - transverse rod straight on floor side LQBL

L80 QB 80

QB

Balkon Balkon

LD LD

LQB

80

LQD

Balkon

L80 LQD QD

Balkon

LD

80

D

LD LD 80 80 LD LD

Elementlänge L

Elementlänge L

LD LD 80 LD LD on → 80folded

LQD LQD

80 80

1000

1000

1000

1000

LQB LQB

Balkon IPQQS - transverse rod straight on Decke Decke Plan viewBalkon type floor side

DeckeDecke

Rods Ø 6

1000

1000 LQD LQD

80 80

Elementlänge L

LQB LQB Balkon Balkon

Balkon

Plan view type IPQQ - transverse rod straight on floor side

1000

1000

Plan view type IPQQ - transverse rod folded back on floor side

Decke Decke

80 80

LDLD

LQB

Decke

LD LD

42

www.h-bau.com

LD

LQD

80

Balkon

80

80

LD

Section type IPQQS - transverse rod straight on floor side

Decke

LD

LQD

80

LD

Decke

ISOPRO ® Type IPQQ & IPQQS

Construction and dimensions, dimensioning table for concrete ≥ C20/25


Allocation of the elements type IPQQ & IPQQS

Number

IPQQ 10

1000

IPQQ 30

Type

Compression rod

Length of shear-force rod

Rod floor side

LQB [mm]

LQD [mm]

folded

2x 4 Ø 6

310

150

1000

2x 6 Ø 6

310

150

IPQQ 40

1000

2x 8 Ø 6

310

150

IPQQ 50

1000

2x 10 Ø 6

310

150

IPQQ 70

1000

2x 6 Ø 8

495

495

IPQQ 90

1000

2x 6 Ø 10

615

615

IPQQ 110

1000

2x 6 Ø 12

740

740



IPQQS 10

300

2x 2 Ø 8

495

495



IPQQS 20

400

2x 3 Ø 8

495

495

IPQQS 40

300

2x 2 Ø 10

615

615

IPQQS 50

400

2x 3 Ø 10

615

615

IPQQS 60

300

2x 2 Ø 12

740

740

IPQQS 70

400

2x 3 Ø 12

740

740

IPQQS 80

300

2x 2 Ø 14

860

860

IPQQS 90

400

2x 3 Ø 14

860

860



straight

  





      

Number

Length LD [mm]

4 Ø 10

150

4 Ø 10

150

6 Ø 10

150

6 Ø 10

150

6 Ø 10

150

10 Ø 10

150

10 Ø 12

165

2 Ø 10

150

3 Ø 10

150

3 Ø 10

150

4 Ø 12

165

4 Ø 12

165

5 Ø 12

165

4 Ø 14

165

6 Ø 14

165

Dimensional values of the elements type IPQQ & IPQQS Type IPQQ

Element Element length [mm] height [mm]

IPQQ 10

1000

IPQQ 30

1000

IPQQ 40

1000

IPQQ 50

1000

IPQQ 70

1000

IPQQ 90

1000

IPQQ 110

1000

≥ 160 ≥ 160

≥ 160

≥ 160

≥ 160

≥ 170

≥ 180

Shear force vRd [kN/m]

Type IPQQS

± 34.8

IPQQS 10

300

± 52.2

IPQQS 20

400

± 69.5

IPQQS 40

300

± 86.9

IPQQS 50

400

± 92.7

IPQQS 60

300

± 144.9

IPQQS 70

400

± 208.9

IPQQS 80

300

IPQQS 90

400

Element Element length [mm] height [mm] ≥ 160 ≥ 160

≥ 170

≥ 170

≥ 180

≥ 180

≥ 190

≥ 190

Shear force VRd [kN]

IPQQ/IPQQS

Shear force rod

Element length [mm]

± 30.9 ± 46.4 ± 46.4 ± 72.4 ± 69.5 ± 102.2 ± 94.7 ± 142.0

43


ISOPRO ® Type IPQQ On-site reinforcement and installation instructions d upper reinforcement


slab

ony

Section A - A



slab

d

d

a

a

b insert stirrup b

b

a

a

a

balcony

slab


balcony

c

slab

b

slab

balcony

slab

d

d

ony

d

A

a

d

b

a

A

concrete ≥ 25/30

c

slab

A c

a

ony




b


slab

d



b

balcony


Install ISOPRO® IPQQ and align. The direction of alignment (arrow symbol on top of element) must be followed.

ISOPRO® Type IPQQ

c



slab ISOPRO® Type IPQQ

ony

b insert stirrup

a


ony


slab

concrete ≥ 20/25

d


a

On-site suspension reinforcement ISOPRO® type IPQQ A

ete ≥ 25/30

Type IPQQ

44

as,erf [cm²/m]

concrete ≥ 20/25

selected

Type IPQQ

as,erf [cm²/m]

selected

IPQQ 10

0.80

4Ø6

IPQQ 70

2.13

6Ø8

IPQQ 30

1.20

6Ø6

IPQS 90

3.33

6 Ø 10

IPQQ 40

1.60

8Ø6

IPQQ 110

4.80

6 Ø 12

IPQQ 50

2.00

4Ø8

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ISOPRO ® Type IPQQS On-site reinforcement and installation instructions balcony

slab

a

a

b

b

a

a

balcony

slab


balcony

slab

b slab

slab

d

d

ony

d

A c

a

slab

d

b

a concrete ≥ 20/25

A

A c



slab

d

b


slab

concrete ≥ 25/30



IPQQ/IPQQS

balcony

d



b

balcony


Install ISOPRO® IPQQS and align. The direction of alignment (arrow symbol on top of element) must be followed.

ISOPRO® Type IPQQS

c



ISOPRO® Type IPQQS slab

c

b insert stirrup

b insert stirrup

a


ony


on-site suspension reinforcement d

d

ony

a

On-site suspension reinforcement ISOPRO® type IPQQS Type IPQQS

As,erf [cm²]

IPQQS 10

0.71

IPQQS 20

concrete ≥ 20/25

Type IPQQS

As,erf [cm²]

selected

2Ø8

IPQQS 60

1.60

2 Ø 12

1.07

3Ø8

IPQQS 70

2.35

3 Ø 12

IPQQS 40

1.11

2 Ø 10

IPQQS 80

2.18

2 Ø 14

IPQQS 50

1.67

3 Ø 10

IPQQS 90

3.26

3 Ø 14

A

ete ≥ 25/30


Section A - A

slab

a

a


Section A - A

ony

ony


selected

45


ISOPRO ® Type IPQ - IPQQS balcony

Moment from eccentric connection

slab

VEd VEd

Moment from eccentric connection

∆ MEd

VEd

VEd

When dimensioning the floor-side connection reinforcement of the ISOPRO®Vshear-force elementsV type IPQ – IPQQS, Ed Ed a moment due to the eccentric connection must be taken into account in addition. In the case of the same sign, the moment is to be superimposed on the moments from the scheduled loading. ∆ MEd = VEd x Zv balcony

slab

balcony

slab

VEd ∆ MEd

VEd

VEd

VEd

VEd

∆ mEd [kNm/m]

balcony

Type IPQ

slab Type IPQS

4.32

VEd

Zv

VEd

VEd

ISOPRO® elements with compression support Zv = 124 mm

VEd VEd VEd

ISOPRO® elements with compression rods Zv = 115 mm ∆ MEd [kNm]

Type IPQZ

∆ MEd [kNm]

IPQS 10 VEd VEd 20 IPQS

3.55

IPQZ 10

3.55

5.33

IPQZ 20

5.33

7.66

IPQZ 30

7.66

8.62

IPQS 30 VEd IPQS 40

5.34

IPQZ 40

5.34

IPQ 50

10.78

IPQS 50

8.33

IPQZ 50

8.33

IPQ 70

11.49

IPQS 60

7.99

IPQZ 60

7.99

IPQ 80

15.33

IPQS 70

11.75

IPQZ 70

11.75

IPQ 90

17.93

IPQS 80

10.89

IPQZ 80

10.89

IPQ 100

21.56

IPQS 90

16.33

IPQZ 90

16.33

IPQ 110

25.89

IPQ 10 IPQ 20 V IPQEd30

VEd

IPQ 40

VEd

Type IPQQ

46

VEd

∆ MEd

Zv

5.39 6.47

∆ mEd [kNm/m]

∆ MEd

Type IPQQS

∆ MEd [kNm]

IPQQ 10

4.00

IPQQS 10

3.55

IPQQ 30

6.00

IPQQS 20

5.33

IPQQ 40

7.99

IPQQS 40

5.33

IPQQ 50

9.99

IPQQS 50

8.33

IPQQ 70

10.66

IPQQS 60

7.99

IPQQ 90

16.66

IPQQS 70

11.75

IPQQ 110

24.02

IPQQS 80

10.89

IPQQS 90

16.33

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ISOPRO ® Type IPTD


General

ISOPRO® elements for re-entrant slabs

ISOPRO® elements from the IPTD series are thermally insulating, supporting connection elements for floor area re-entrant constructional elements. They transfer positive and negative bending moments and shear forces.

Features

Applications area

Reduction of thermal bridges according to DIN 4108-2 and EnEV Avoids condensation and growth of mould Stainless steel construction provides corrosion protection Faster and more economical installation The consistently high quality standard of ISOPRO® is maintained by continual in-house and third-party monitoring

IPTD

IPTD

Re-entrant balcony

IPTD

The product

47


ISOPRO ® Type IPTD Construction and dimensions

Plan view

Section

LZB

LZD

80

slab side

160 - 250

balcony side

LQ

LQ

LDB

LDD

80

Belegung der Elemente Type

Element length [mm]

Tensioning rods

Shear-force rods

Compression rods

1000 1000 1000 1000 1000 1000

8 Ø 10 8 Ø 10 + 2 Ø 12 10 Ø 12 12 Ø 12 10 Ø 14 12 Ø 14 + 2 Ø 14

2x4Ø8 2x4Ø8 2x4Ø8 2x4Ø8 2x4Ø8 2x4Ø8

8 Ø 10 8 Ø 10 + 2 Ø 12 10 Ø 12 12 Ø 12 10 Ø 14 12 Ø 14 + 2 Ø 14

IPTD 20 IPTD 30 IPTD 50 IPTD 60 IPTD 70 IPTD 80

Abmessungen Typ IPTD [Länge in mm] Tensioning rods Type LZB LZD IPTD 20 IPTD 30 IPTD 50 IPTD 60 IPTD 70 IPTD 80

48

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590 590 590 590 710 710

690 690 690 690 830 830

Compression rods LDB

LDD

Shear-force rods LQ

590 590 590 590 710 710

690 690 690 690 830 830

495 495 495 495 495 495

Supplemented shear force LQ8

LQ10

495 / 615 495 / 615 495 / 615 495 / 615 495 / 615 495 / 615

495 / 615 495 / 615 495 / 615 495 / 615 495 / 615 495 / 615

ISOPRO ® Type IPTD On-site reinforcement and installation instructions slab

slab

Section A - Aintegral suspension reinforcement integral suspension reinforcement

d

d

a

a

b

a

a

a

balcony

b suspension reinforcement

b suspension reinforcement

a



distribution rods Ø 8 creinforcement a lower ISOPRO compression support




slab


ISOPRO® Type IPTD

balcony

Install ISOPRO® IPTD and align. The direction of alignment (arrow symbol on top of element) must be followed.

slab

c

ony


b slab

b

balcony

ISOPRO tension rods

slab

ISOPRO® Type IPTD

c

ISOPRO tension rodsd upper reinforcement

b


ony

d

d


slab

In the case of indirect support, lay the floor-side suspension reinforcement 햳 and distribution rods 햴 Ø 8 slab

d

A

balcony

d

d c

a

A

concrete ≥ 25/30

concrete ≥ 20/25

b a

a

On-site suspension reinforcement type IPTD concrete ≥ 20/25


A

ete ≥ 25/30

slab

d

d

It is necessary when concreting to fill and pack uniformly on both sides in order to prevent movement of the ISOPRO® elements.

slab

b

a

c

Insert the upper slab reinforcement 햵.

IPTD

d

A

ony



ony

ony


Suspension reinforcement as,erf [cm²/m] Type

IPTD 20 Q... 0.98 1.72 2.72

Standard Q8 Q10

IPTD 30 Q... 0.98 1.72 2.72

IPTD 50 Q... 0.98 1.72 2.72

IPTD 60 Q... 0.98 1.72 2.72

IPTD 70 Q... 0.98 1.72 2.72

IPTD 80 Q... 0.98 1.72 2.72

Insert stirrup selected Type Standard Q8 Q10

IPTD 20 Q... 4Ø6 4Ø8 4 Ø 10

IPTD 30 Q... 4Ø6 4Ø8 4 Ø 10

IPTD 50 Q... 4Ø6 4Ø8 4 Ø 10

IPTD 60 Q... 4Ø6 4Ø8 4 Ø 10

IPTD 70 Q... 4Ø6 4Ø8 4 Ø 10

IPTD 80 Q... 4Ø6 4Ø8 4 Ø 10

49


ISOPRO ® Type IPTD


Element height [mm] dependent on cv [mm]


30

35

IPTD 20

IPTD 20 Q8

IPTD 20 Q10

IPTD 30

IPTD 30 Q8

IPTD 30 Q10

IPTD 50

IPTD 50 Q8

-

160

± 12.4

–

–

± 17.7

–

–

± 24.1

–

160

-

± 13.1

–

–

± 18.7

–

–

± 25.6

–

-

170

± 13.9

± 12.3

–

± 19.8

± 18.3

–

± 27.0

± 25.5

170

-

± 14.6

± 13.0

–

± 20.8

± 19.2

–

± 28.5

± 26.9

-

180

± 15.3

± 13.6

± 11.4

± 21.9

± 20.2

± 17.9

± 29.9

± 28.3

180

-

± 16.0

± 14.3

± 11.9

± 22.9

± 21.1

± 18.8

± 31.4

± 29.7

-

190

± 16.8

± 14.9

± 12.4

± 24.0

± 22.1

± 19.6

± 32.8

± 31.0

190

-

± 17.5

± 15.6

± 13.0

± 25.0

± 23.1

± 20.5

± 34.3

± 32.4

-

200

± 18.2

± 16.2

± 13.5

± 26.0

± 24.0

± 21.3

± 35.8

± 33.8

200

-

± 19.0

± 16.9

± 14.1

± 27.1

± 25.0

± 22.2

± 37.2

± 35.2

-

210

± 19.7

± 17.5

± 14.6

± 28.1

± 26.0

± 23.0

± 38.7

± 36.5

210

-

± 20.3

± 18.0

± 15.0

± 28.9

± 26.7

± 23.7

± 40.1

± 37.9

-

220

± 21.1

± 18.8

± 15.7

± 30.2

± 27.9

± 24.7

± 41.6

± 39.3

220

-

± 21.9

± 19.5

± 16.2

± 31.2

± 28.8

± 25.6

± 43.0

± 40.6

-

230

± 22.6

± 20.1

± 16.8

± 32.3

± 29.8

± 26.4

± 44.5

± 42.0

230

-

± 23.3

± 20.8

± 17.3

± 33.3

± 30.8

± 27.3

± 45.9

± 43.4

-

240

± 24.1

± 21.4

± 17.8

± 34.4

± 31.7

± 28.1

± 47.4

± 44.8

240

-

± 24.8

± 22.1

± 18.4

± 35.4

± 32.7

± 29.0

± 48.8

± 46.1

-

250

± 25.5

± 22.7

± 18.9

± 36.4

± 33.6

± 29.8

± 50.3

± 47.5

250

-

± 26.3

± 23.4

± 19.5

± 37.5

± 34.6

± 30.7

± 51.7

± 43.4

Dimensional values of the absorbable shear forces vRd [kN/m] h = 160 - 250

50

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± 42.8

± 74.8

± 118.2

± 42.8

± 74.8

± 118.2

± 42.8

± 74.8

ISOPRO ® Type IPTD



IPTD 50 Q10

IPTD 60

IPTD 60 Q8

IPTD 60 Q10

IPTD 70

IPTD 70 Q8

IPTD 70 Q10

IPTD 80

IPTD 80 Q8

IPTD 80 Q10

–

± 29.3

–

–

± 33.6

–

–

± 47.4

–

–

–

± 31.1

–

–

± 35.7

–

–

± 50.3

–

–

–

± 32.8

± 31.3

–

± 37.7

± 36.3

–

± 53.2

± 51.9

–

–

± 34.6

± 33.0

–

± 39.8

± 38.3

–

± 56.1

± 54.8

–

± 26.1

± 36.4

± 34.7

± 32.5

± 41.9

± 40.3

± 38.1

± 59.1

± 57.6

± 55.7

± 27.3

± 38.1

± 36.4

± 34.1

± 44.0

± 42.3

± 40.0

± 62.0

± 60.5

± 58.4

± 28.6

± 39.9

± 38.1

± 35.6

± 46.0

± 44.3

± 41.8

± 64.9

± 63.4

± 61.2

± 29.8

± 41.7

± 39.8

± 37.2

± 48.1

± 46.2

± 43.7

± 67.8

± 66.2

± 64.0

± 31.1

± 43.4

± 41.5

± 38.8

± 50.2

± 48.2

± 45.6

± 70.8

± 69.1

± 66.7

± 32.4

± 45.2

± 43.1

± 40.4

± 52.2

± 50.2

± 47.5

± 73.7

± 71.9

± 69.5

± 33.6

± 47.0

± 44.8

± 41.9

± 54.3

± 52.2

± 49.4

± 76.6

± 74.8

± 72.2

± 34.9

± 48.7

± 46.5

± 43.5

± 56.4

± 54.2

± 51.3

± 79.5

± 77.6

± 75.0

± 36.2

± 50.5

± 48.2

± 45.1

± 58.5

± 56.2

± 53.1

± 82.5

± 80.5

± 77.7

± 37.4

± 52.3

± 49.9

± 46.7

± 60.5

± 58.2

± 55.0

± 85.4

± 83.3

± 80.5

± 38.7

± 54.0

± 51.6

± 48.2

± 62.6

± 60.2

± 56.9

± 88.3

± 86.2

± 83.3

± 40.0

± 55.8

± 53.3

± 49.8

± 64.7

± 62.2

± 58.8

± 91.2

± 89.0

± 86.0

± 41.2

± 57.5

± 54.9

± 51.4

± 66.8

± 64.2

± 60.7

± 94.1

± 91.9

± 88.8

± 42.5

± 59.3

± 56.6

± 53.0

± 68.8

± 66.2

± 62.6

± 97.1

± 94.7

± 91.5

± 43.8

± 61.1

± 58.3

± 54.6

± 70.9

± 68.2

± 64.5

± 100.0

± 97.6

± 94.3

± 45.0

± 62.8

± 60.0

± 56.1

± 73.0

± 70.2

± 66.3

± 102.9

± 100.4

± 97.0

Dimensional values of the absorbable shear forces vRd [kN/m] ± 118.2

± 42.8

± 74.8

± 118.2

± 42.8

± 74.8

± 118.2

± 42.8

± 74.8

IPTD


± 118.2

51


Notes

52

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ISOPRO ® Type IPA, IPO, IPF


General

The ISOPRO® elements from the IPA, IPO & IPF series are thermally insulating and supporting connection elements for attached roof parapets, reinforced steel consoles and projecting parapets on storey floors. They are inserted selectively.

Features

Application area

Reduction of thermal bridges according to DIN 4108-2 and EnEV Avoids condensation and growth of mould Stainless steel construction provides corrosion protection Faster and more economical installation The consistently high quality standard of ISOPRO® is maintained by continual in-house and third-party monitoring.

Roof parapet on storey floor

Console on storey floor

Parapet on storey floor

IPA, IPO, IPF

The product

53


ISOPRO ® Type IPA Construction and calculation values ≥ 160 ISOPRO® type IPA – for≥ 160 attached roof parapets on storey floors Dimensions:

≥ 160

Tension rods: Compression rods: Transverse force rods:

60

130

≥ 160

60

130

60

Reinforcement:

≥ 160

380

380

380

Length of element: 350 mm Roof parapet thickness: 160 – 240 mm Height of element: ≥ 160 mm Thickness of insulation element: 60 mm

3 Ø8 3 Ø8 2x2Ø6

130

≥ 160

Dimensional values for NRd = 0 MRd: VRd:

2.9 kNm / element ±12.7 kN / element

Section MEd

[kN m

MEd

Bemessungsachse dimensioning axis Bemessungsachse

M

Rd

NEd

[kN m

VEd

]

M

Rd

NEdNEd

Rd

[kN m]

Ed

M

VEd V

]

MEd

NRd [kN]

Bemessungsachse

NRd [kN]

Mathematical model – Static system 59

60

60

59

56

NRd [kN]

34

160

34

56

350

Plan view

54

www.h-bau.com

Interaction diagram

ISOPRO ® Type IPA ISOPRO® Type IPA


Insert stirrup 3 Ø 8 / 150 mm

On-site reinforcement and installation instructions included in supply

slab

ISOPRO® Type IPA

b edging in accordance with DIN Insert stirrup 3 Ø 8 / 150 mm included in supply

b


e roof parapet reinforcement

c upper reinforcement

f constructional insert stirrup

d distribution rods Ø 8 e roof parapet reinforcement

slab

a slab

d distribution rods Ø 8 c upper reinforcement

concrete ≥ 20/25

Installation instructions edging in accordance Lay the lower reinforcement 햲bincluding edg-with DIN ing 햳.

slab

a lower reinforcement Spacing in acInstall ISOPRO® elements IPA. cordance with statics requirements. concrete ≥ 25/30

e

d

concrete ≥ 20/25

f slab

d be

slab

Install the insert stirrups 3 Ø 8 / 150 mm supplied and connect with the existing reinforcement.

c

slab

c

a

slab

f

Concrete the floor slab. Ensure that it cannot move.

concrete ≥ 25/30

e

concrete ≥ 20/25

Fit the on-site insulation between the ISOPRO® elements.

f

Lay the roof parapet reinforcement 햶 and edging 6 and tie in with the ISOPRO® elements.

d b

c

a

concrete ≥ 20/25

slab

slab

Spacing of the elements

Expansion joint spacing Type IPA

Insulation on-site 350

≥ 160

Type IPA

≥ 80

Lay the upper floor reinforcement 햴 and distribution rods Ø 8 햵 and connect with the reinforcement of the ISOPRO® element.

Expansion joint spacing e ≤ 7.80 m above corner e/2 ≤ 3.50 m

IPA, IPO, IPF

slab

e roof parapet reinforcement

slab

c

e = spacing of the elements^

The roof parapet must be proven as a continuous support e = spacing of the elements in accordance with the statics requirements

55


ISOPRO ® Type IPF Construction and calculation values ≥ 130

ISOPRO® type IPF – for projecting parapets on storey floors Dimensions:

≥ 130

Length of element: 350 mm Height of element: ≥ 160 mm Thickness of insulation element: 60 mm

60

340

≥ 130

340

60

340 420

100

≥ 160

100

≥ 160

420

420

Reinforcement: ≥ 160

60

Tension rods: Compression rods: Transverse force rods:

Dimensional values for NRd = 0 MRd: VRd:

100

3 Ø6 3 Ø6 2 Ø6

± 1.5 kNm / element + 12.7 kN / element

Section MEd MEd

]

[k N

m

]

[k N m

M

Bemessungsachse

Bemessungsachse

VRd

MRd

VRd

MRd

M

[k N

m

]

VEd

VRd = 12,7 kN

Bemessungsachse

Mathematical model – Static system 59

V60Rd

60

M59Rd

NRd [kN]

Interaction diagram

56

33

160

33

56

NRd [kN]

Rd

Ed

350

Plan view

56

www.h-bau.com

VRd = 12,7

Rd

MEd

VEd

Rd

VEd

M

NEd N Ed

VRd = 12,7 kN

NRd [kN]

ISOPRO ® Type IPF ISOPRO® Type IPF


On-site reinforcement and installation instructions slab

e parapet reinforcement

ab

c upper reinforcement ISOPRO® Type IPF

b edging in accordance with DIN

b

a


slab

c

slab

concrete ≥ 20/25

ab


slab


Lay the lower reinforcement 햲 and edging 햳.

Install ISOPRO® elements IPF. Spacing in accorb edging in accordance with DIN dance with statics requirements. a lower reinforcement

d

concrete ≥ 25/30

c

concrete ≥ 20/25

slab

slab

concrete ≥ 20/25

b

a

c

Fit the on-site insulation between the ISOPRO® elements. Concrete the floor slab. Ensure that it cannot move.

slab

ab

Lay the upper floor reinforcement 햴 and connect with the reinforcement of the ISOPRO® element.

d

d

Lay the roof parapet reinforcement 햵 and connect with the ISOPRO® elements.

concrete ≥ 25/30

concrete ≥ 20/25

b

slab

a

c

slab

Expansion joint spacing

60 ≥ 130

Type IPF

Type IPF Parapet Insulation on-site

≥ 80

350 e = spacing of the elements

The parapet must be proven as a continuous support. e = spacing of the elements in accordance with the statics requirements.


IPA, IPO, IPF


57


ISOPRO ® Type IPO Construction and dimensional values ISOPRO® type IPO – for projecting reinforced concrete consoles on storey floors ≥ 150

Dimensions: 60

Length of element: 350 mm Height of element: ab 180 mm Thickness of insulation element: 60 mm

Reinforcement: Tension rods: Compression rods: Transverse force rods:

sliding film

≥ 180

reinforced concrete console

3 Ø 6 mm 3 Ø 8 mm 2 Ø 10 mm

Dimensional values for HEd = 0

soft fibre slab

≥ 150

PRd: max. HRd:

60

17.1 kN/element 18.4 kN/element

sliding film

Section ≥ 180

reinforced concrete console

PRd = 17.0

+PRd

+HEd

725 535

60

350

130

lK

Mathematical model – Static system 725 60

350

130

Plan view

58

www.h-bau.com

535

25

15 10

concrete ≥ C20/25

5

concrete ≥ C25/30

0 0

2

4

6

8

10 12 14 16

horizontal force HEd [kN]

Interaction diagram

20 22 HEd = 23.1

PRd = 21.3

HEd = 18.4

2/3 lK

superimposed load PRd [kN]

soft fibre slab

OPRO® Type IPF

ISOPRO ® Type IPO


On-site reinforcement and installation instructions

b

a


slab

slab

b edging in accordance with DIN a lower reinforcement

d closed stirrup 3 Ø 6 / element

ISOPRO® Type IPF

e steel rod according to statics

slab


b edging in accordance with

slab


e

c

d slab


Lay the lower floor reinforcement 햲 and edging 햳.

slab

Install ISOPRO® elements IPO. Spacing in accordance with statics requirements. Lay the upper floor reinforcement 햴 and connect with the reinforcement of the ISOPRO® element. concrete ≥ 20/25

c

concrete ≥ 25/30

concrete ≥ 20/25

a

e concrete ≥ 20/25

slab

concrete ≥ 25/30

slab

d

c

b a slab

Lay the console reinforcement 햵 and 햶 and tie in with the ISOPRO® elements. The floor edge beam must be dimensioned as a continuous support. As far as possible concrete the console and the floor at the same time. Ensure that they cannot move.


Expansion joint spacing

Type IPO

Type IPO Reinforced concrete balcony Insulation on-site

≥ 80

350 e = spacing of the elements

The parapet must be proven as a continuous support. e = spacing of the elements in accordance with the statics requirements


IPA, IPO, IPF

b

Fit the on-site insulation between the ISOPRO® elements.

59


Notes

60

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ISOPRO ® Type IPW & IPS


General

ISOPRO® elements for vertical slabs and consoles

The ISOPRO® elements of the series IPW and IPS are thermally insulating, supporting connection elements for vertical wall panels or consoles. Depending on the type they transfer positive and negative shear forces, as well as bending moments and shear forces in the horizontal and vertical direction.

Features

Application area

Reduction of thermal bridges according to DIN 4108-2 and EnEV Avoids condensation and growth of mould Stainless steel construction provides corrosion protection Faster and more economical installation The consistently high quality standard of ISOPRO® is maintained by continual in-house and third-party monitoring

The ISOPRO® type IPS elements are suitable for connection of projecting wall consoles or cantilever beams. The ISOPRO® type IPW elements are suitable for connection of storey level wall panels.

IPW, IPS

The product

61


ISOPRO ® Type IPS Construction and dimensional values Balcony slab

Floor slab

Section

Balcony slab

Floor slab

Console

Console

Wall

QL

614 705 833 887

495 615 740 740

IPS 1 IPS 2 IPS 3 IPS 4

Tensioning rods

Compression rods DL

100

288

ZL

100

Tensioning rods

Shear-force rods

360 431 502 502

Compression rods 56

Shear–force rods

56

Tensioning rods

288

Type

56

Dimensions type IPS [Length in mm]

Shear-force rods Compression rods

56

Other constructions and dimensions are available on request. In order to determine the anchoring lengths, bonding range I is taken as the basis. However, if required, the reinforcement rods can also be designed for bonding range II. Configuration of the elements Type Element width [mm] Tensioning rods Shear-force rods Compression rods

IPS 1

IPS 2

IPS 3

IPS 4

220 2 Ø 12 2Ø8 3 Ø 12

220 2 Ø 14 2 Ø 10 3 Ø 14

220 2 Ø 16 2 Ø 12 3 Ø 16

220 4 Ø 16 2 Ø 12 6 Ø 16

Dimensioning table for concrete ≥ C20/25 Element height [mm] 300 350 400 600

62

IPS 1

IPS 2

IPS 3

IPS 4

MRd [kNm]

VRd [kN]

MRd [kNm]

VRd [kN]

MRd [kNm]

VRd [kN]

MRd [kNm]

VRd [kN]

13.6 17.2 20.8 35.3

21.3 21.3 21.3 21.3

18.3 23.2 28.1 47.6

33.3 33.3 33.3 33.3

24.0 30.4 36.8 62.3

46.4 46.4 46.4 46.4

38.5 52.6 66.8 123.4

64.7 64.7 64.7 64.7

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ISOPRO ® Type IPS



concrete

closed stirrup

25/30

suspension reinforcement

concrete

20/25

Tensioning rod

Shear-force rod

Compression rod edging

wall panel reinforcement according to statics

Installation instructions closed stirrupLay

the wall panel 햵 reinforcement (according to statics requirements). suspension reinforcement concrete 20/25

Install ISOPRO® element type IPS and connect with the wall reinforcement 햵. Transverse reinforcement in the overlap range according to DIN 1045-1. Install and connect beam reinforcement 햲 and 햳 in accordance with the statics data. Position 햳 edging according to DIN 1045-1. Position 햲 constructed as closed stirrup as shear security. edging

Tensioning rods

Shear-force rods Compression rods

When concreting ensure that both sides are uniformly filled and consolidated. Formwork camber of the beam in accordance with statics data.

Element configuration

Expansion joint spacing wall panel reinforcement according to statics b

Type

on-site insulation

Type IPS

80

Type IPS

wall panel

wall panel

floor slab

balcony slab

Joint spacing [m] e

IPS 1

11.3

IPS 2

10.1

IPS 3

9.2

IPS 4

8.0

For construction above a corner the maximum leg length is e/2

IPW, IPS

b

63


ISOPRO ® Type IPW Construction and dimensional values Section floor slab

balcony slab ZL

Dimensions Type IPW length in mm

ZL

80

250

upper section

Type

Tensioning rods

Shear-force rods

Compression rods

ZL

QL

DL

600 790 980 1170

423 563 653 783

270 335 410 470

322

upper section b/h/t in mm 150-250 / 250 / 80

IPW 1 IPW 2 IPW 3 IPW 4

middle section

Horizontal shear-force rods

h = 1,50 - 3,50 m

QL

Element width: b = 150 – 250 mm Element height: h = 1.50 – 3.50 m Insulation material thickness: t = 80 mm

QL

lower section b/h/t in mm 150-250 / 1250 / 80

MRdz = 0

1250

lower section

Moments caused by wind loading are absorbed by the stiffening effect of the balcony slabs.

Horizontal shear-force rods

322

inside wall

outside wall

322

DL

80

In order to determine the overlap lengths, the bonding range II is taken as the basis. If desired the anchoring lengths can also be dimensioned for the bonding range I. Deviations in constructions and dimensions from the standard elements are available on request.

DL

floor slab

balcony slab


IPW 1

IPW 2

≥1.50 2 Ø 12 6Ø6 2x2Ø6 4 Ø 12

Element height [m] Tensioning rods Shear-force rods Qz Shear-force rods Qy Compression rods

IPW 3

≥1.50 2 Ø 12 6 Ø 10 2x2Ø6 4 Ø 12

IPW 4

≥1.50 4 Ø 12 8Ø8 2x2Ø6 6 Ø 12

≥1.50 4 Ø 12 8 Ø 10 2x2Ø6 6 Ø 14

Dimensioning table for concrete ≥ C20/25 MRdy [kNm] Type IPW 1 IPW 2 IPW 3 IPW 4

64

height ≥ 1.50 m

height ≥ 1.75 m

height ≥ 2.00 m

height ≥ 2.25 m

height ≥ 2.50 m

height ≥ 2.75 m

height 3.00 m

62.3 79.8 115.2 153.8

73.7 94.5 137.1 183.0

85.2 109.1 159.1 212.3

96.6 123.7 181.0 241.6

108.0 138.4 202.9 270.9

119.4 153.0 224.9 300.2

130.9 167.6 246.8 329.4

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VRdz [kN]

VRdy [kN]

36.0 63.5 99.5 143.9

± 10.9 ± 10.9 ± 10.9 ± 10.9

ISOPRO ® Type IPW



concrete ≥ 25/30

e Connection reinforcement


floor slab

concrete ≥ 20/25

Lay the inner wall reinforcement 햳 according to the structural engineering specifications.

f Connection reinforcement according to statics

according to statics

d steel rod min 2 Ø 8

c

Attach the structural edging 햴 (insert stirrup) on the inside.

ed

outside wall

co n crete

Insert stirrup as structural edging

m es h

balcony slab

Starting at the bottom insert the individual ISOPRO® elements type IPW and connect with the wall reinforcement 햳.

rein forc

d

b

Insert and bind the internal vertical distribution rods 햵 and connection reinforcement 햷. Lay the external wall reinforcement 햲, structural edging 햴, vertical distribution rods 햵 and connection reinforcement 햶 in accordance with the statics requirements and connect to the ISOPRO® elements.

a

rein

forc ed

con

crete

mes h

inside wall

steel rod min 2 Ø 8

Insert stirrup as

c structural edging

Take particular care when concreting that the elements are reliably in place. We recommend that both wall panels are uniformly filled and consolidated. balcony slab

floor slab


a reinforced concrete meshes

insert stirrup

c

c insert stirrup

reinforced concrete meshes b


Mathematical model – static system

Element configuration b

VRdz

b

VRdy

on-site insulation

Type IPW

80

Type IPW

wall panel

floor slab wall panel

MRdy MRdz

x

y

balcony slab

IPW, IPS

z

65


ISOPRO ® Tender

ISOPRO® thermal insulation element from H-BAU Technik GmbH Statically effective and heat-insulating connection element between structural concrete components that reduce thermal bridges in accordance with DIN 4108-2 and EnEV. .......... m

ISOPRO® Type IP .....

cv = ...... mm

h = ...... mm

.......... m

ISOPRO® Type IPT .....

cv = ...... mm

h = ...... mm

.......... m

ISOPRO® Type IPQ .....

cv = ...... mm

h = ...... mm

.......... pce. ISOPRO® Type IPQS .....

cv = ...... mm

h = ...... mm

ISOPRO® Type IPQQ .....

cv = ...... mm

h = ...... mm

.......... pce. ISOPRO® Type IPQQS .....

cv = ...... mm

h = ...... mm

.......... pce. ISOPRO® Type .....

cv = ...... mm

h = ...... mm

.......... m

Special fabrication in accordance with the following specification: .............................................................................................................................. .......................................................................................................................... ISOPRO® elements for thermal insulation of concrete for storey floor item ..... attic floor item ..... ........................................................ and balcony slabs item ...... loggia slab item ...... cantilever slab item ..... ........................................................ ISOPRO® elements with fire protection construction F90 The elements are bound together in the reinforcement of item …. and item …. ISOPRO® elements and install in accordance with the specifications of the manufacturer H-Bau Technik GmbH.

66

www.h-bau.com

Notes



Concreting with system...

Balcony insulation elements Transport anchors Shuttering tubes Shear dowels Reinforcement connectors Reinforcement connectors Masonry fixings Sealing technology Rustproof stainless steel Shuttering elements Shuttering elements Shuttering elements Shuttering elements Sound insulation elements Spacers

H-BAU Technik GmbH Am Güterbahnhof 20 D-79771 Klettgau-Erzingen Tel. + 49 (0) 7742 92 15-20 Fax + 49 (0) 7742 92 15-90 [email protected]

Production north-east Brandenburger Allee D-14641 Nauen-Wachow Tel. + 49 (0) 3 3239 775-20 Fax + 49 (0) 3 3239 775-90 [email protected]

www.h-bau.com

01/2009

ISOPRO ® KE/SII RAPIDOBAT ® HED FERBOX ® BOXFER ® GRIPRIP ® PENTAFLEX ® RIPINOX ® PENTABORD ® WARMBORD ® SCHALBORD ® ZEMBORD ® SCHALL-ISO ZUBEHÖR

Thermal insulation elements DIN 1045-1 - Spanelas

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