Thermal Insulation Elements DIN 1045-1 - Jordahl & Pfeifer · Thermal Insulation Elements DIN 1045-1 ... Fax 07041/2239 eMail: ... Isopro is in conformance with DIN 4108,

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for superior solutions

Thermal Insulation ElementsDIN 1045-1for balconies and thermally-isolated external components

ISOPROregndash Insulation atthe highest level

ISOPROreg ndash made in Germany

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Markircher Straszlige 1468229 MannheimTel 06 21 4 84 03 40Fax 06 21 4 84 03 44eMail mannheimjp-bautechnikde

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Sales of our products in Germany are handledexclusively by JampP Bautechnik Vetriebs-GmbHthrough their 10 regional offices You can alsocontact our head office in Klettgau

Locations of our branch offices

ISOPROreg

Balcony insulation elements

Contents

ISOPROreg Thermal insulation elementsGeneral Technical principles 2

Building physics ndash Heat insulation 3-7Building physics ndash Fire protection 8Exposition class 9

Isoproreg Overview of types 10-11Order codes and installation positions 12

Type IP-IPT Examples 13Construction and dimensions 14-15Dimensioning table 16-17On-site reinforcement and installation instructions 18-19Special types 20-21Deflection and height offset 22-23Expansion joint spacing 24Two-part elements 25-26

Type IPT-Corner Construction and dimensionsDimensioning table 27-28On-site reinforcement 29

Type IPQ-IPQS Examples of transverse force elements 31Construction and dimensionsDimensioning table 32-35On-site reinforcement 33

Type IPQQ-IPQQS Construction and dimensionsDimensioning table 36-39On-site reinforcement 37

Type IPTD Construction and dimensions 40On-site reinforcement 41Dimensioning table 42-43

Type IPQZ Construction and dimensionsDimensioning table 44On-site reinforcement 45

Type IPH Construction and dimensions 46On-site reinforcement 47

Type IPA Construction and dimensional values 48On-site reinforcement and installation instructions 49

Type IPF Construction and dimensional values 50On-site reinforcement and installation instructions 51

Type IPO Construction and dimensional values 52On-site reinforcement and installation instructions 53

Type IPS Construction and dimensional values 54On-site reinforcement and installation instructions 55

Type IPW Construction and dimensional values 56On-site reinforcement and installation instructions 57

Approval 58Tender 59

ISOPROreg - Insulation at the highest level

The constructionISOPROreg is a thermally insulatingsupporting connection element be-tween concrete construction compo-nents Its excellent thermal insulationproperties provide a reliable solutionto the problems of building physicsat the interface between externaland internal construction elementsISOPROreg consists of an insulationbody together with a static rodframework which ensures effectivetransfer of static forces

Insulation materialThe insulation body is 80 mm thickThe material used is EPS (WLG 035)

FrameworkThe integral reinforcement rods aremade from BST 500 in the area ofthe insulation and up to 10 cm to theside from BST 500 NR Elementsmade from high-performance spe-cialty concrete are predominantlyused in the compression zone

This eliminates any potential corro-sion problems and provides optimalabsorption of transverse forces andbending moments

QualityThe consistently high quality stan-dard of ISOPROreg is maintained bycontinual in-house and third-partymonitoring

Applications FeaturesThe compact and easy-to-handleISOPROreg elements are deliveredready for rapid problem-free instal-lation

SafetyThe arrow indicator is always at thetop and points in the direction of thebalcony slab to be connected The el-ement identification together withinformation on the concrete coveringand height of the element is also in-dicated on each elementThe ISOPROreg elements are simplyconnected by overlapping with theon-site reinforcement (in accordancewith structural specifications)

Projecting balcony with ISOPROreg type IP

Thermod

aumlmm

Thermod

aumlmm

Balkon

Projecting balcony with ISOPROreg type IPT

Projecting balcony with ISOPROreg type IPQ

ISOPROreg

Technical principles

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Thermal bridgeIn the construction of buildings un-considered thermal bridges are a hid-den risk Thermal bridges are definedas locations in parts of a building inwhich heat transfer to the outside oc-curs more quickly than in other partsof the building

There is a difference between geo-metrical thermal bridges in which forthe heat dissipation from the internalsurface there is an adjacent largerexternal surface (eg external cornersof the building) and constructed ther-mal bridges which create thermalbridges by the use of fixtures or ma-terials with high heat conductivity orlack of thermal insulation One ex-ample of constructive thermal bridgesis reinforced concrete elements whichpenetrate external walls At low out-side temperatures this increased heatflow leads to lower temperatures atthe surface of the room wall Prob-lems of decreasing temperatures re-sult from surface contact with the airin the room and its water retention ca-pacity

Air humidityAir humidity (also air moisture) is de-fined as the proportion of watervapour mixed with gas (in this case inthe room) The best known measureof humidity is the relative humiditygiven as a percentage which relatesto the proportion ofwater vapour content in the air to themaximum possible content at anytime At lower temperatures the waterretention capacity is lower than athigher temperatures so that onecubic metre of air at 10ordmC can absorb941 g of water

The same volume of air at 30ordmC canabsorb up to 3038 g of water This isknown as saturation concentration

Due to fluctuating temperatures forthe same water concentration the rel-ative humidity in the room alsochanges Air which is being cooledat the surface close to the thermalbridge produces an increase in rela-tive humidity until it reaches satura-tion concentration

Dew point temperatureThe temperature at which the watervolume in the air is sufficient to causesaturation (relative humidity of 100)is known as the dew point tempera-ture since a further decrease in tem-perature will cause excess humidity tobe released from the air as conden-sate This condensate attaches itself tothe surface of the wall

Therefore the higher the temperatureand relative humidity levels in the

room are the higher is the condensa-tion point temperature and with it theincreased risk of water condensationon the colder parts of the building sur-faces The assumed room climate is20ordmC and 50 relative humidity Forthese conditions the dew point tem-perature is 93ordmC

The minimum heat insulationThe hazard threat comes not onlyfrom humidity-related effects on con-struction elements and the associateddamage to the building but moreimportantly also from the health haz-ard due to mildew formation in theseareas The formation of mildew doesnot only start at the point when watercondensation occurs but already atthe point when the surface tempera-ture at the wall produces 80 relativeair humidity For normal climatic con-ditions in a room the non-critical sur-face temperature is 126ordmC Whenthis surface temperature is reachedthere is no further hazard risk

airtem

perature

22degC

airtem

perature

20degC

air temp

erature

18degC

pointtem

perature

[degC]

Relative humidity []

40 45 50 55 60 65 70 75 80 85 90

Dependence of the dew point temperature on relative humidity and air temperature

No risk of mildew formation from126ordmC(DIN 4108-2 2001-03)

ISOPROreg

Building physics ndash Heat insulationfor superior solutions

ISOPROreg - Insulation at the highest level3

no risk

Isopro is in conformance with DIN 4108 supplementary sheet 2in accordance with approval Z-157-244

1) cf thermal protection technical asses-sment from the Ingenieurgesellschaftfuumlr technische Computeranwendun-gen Falkenburger und Partner72793 Pfullingen

2) cf General technical approval fromthe German Institute for ConstructionZ-157-185 page 4 point 215

3) cf Test report from the Research Insti-tute for Heat Insulation (FIW) MunichReport No B1-1999 and B3 0205

Balcony thermal bridges ndash Proof complying with EnEV (Energy Saving Ordinance)

According to DIN V 4108-6 [13] two processes are available ndash a blanket consideration or a detailed proof

Process 1 blanket specific thermal bridge addition ∆ UWBThe specific transmitted heat loss is given by

HT = Σ Ui middot Ai middot Fxi + ∆ UWB middot A

with HT [WK] specific transmitted heat lossUi [Wmsup2K] heat transfer coefficientAi [msup2] surface area of componentFxi [-] temperature correction factor for components∆ UWB [Wmsup2K] blanket specific thermal bridge additionA [msup2] heat-exchanging surface envelope

Process 1a Without further proof∆ UWB = 010 [Wmsup2K]

Process 1b All thermal bridges in the building comply with the planning and execution examples given in DIN4108 supplementary sheet 2 2004-1 and are therefore in compliance with the supplementarysheet Balcony insulation elements are in compliance with the supplementary sheet (constructiondetail Figure 71) This process is used in practice

∆ UWB =005 [Wmsup2K]

Process 2 For the detailed proof process the thermal bridge effects are precisely measured The prerequisitefor this process is that all of the connection details are known for the length-dependent thermalbridge loss coefficientThe specific transmitted heat loss is given by

HT = Σ Ui middot Ai middot Fxi + Σ Ψi middot li middot Fxi

Ψ [WmK] length-dependent thermal bridge loss coefficientl [m] connection length of the related construction component

Isoproreg 2) 3) Virtual 1)

+20degC-10degC +20degC-10degC

+17degC +18degC

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ISOPROreg

Building physics ndash Heat insulation

To process 2 The length-dependent thermal bridge loss coefficient Ψ [WmK] can be found in thetable The average equivalent heat conductivity λeq is a reference value for identicalwall construction Tolerances of +- 10 can be expected These values will lead toincorrect results if the wall construction is non-compliant

according to DIN 4108-2 2003-07 and DIN 4108 supp sheet 2 2004-0101 for external heat transferresistance Rse = 004 msup2 sdot KW and internal Rsi = 025 msup2 sdot KW for fRsi and external Rse = 004 msup2 sdot KW andinternal Rsi = 013 msup2 sdot KW for Ψ value Outside temperatur ϑa = -5degC internal

H-BauTechnology

External insulationAverage equivalentheat conductivity

Thermal bridge losscoefficient Ψ refer-red to external di-mensions

Temperature factor fRsiMinimum surface tempera-ture ϑmin

TypeThickness[mm]

Heat conduc-tion group[W(m sdot K)]

Thermal insulation bonding system

λeq[W(m sdot K)]

Ψ[W(m sdot K)]

fRsi[ - ]

ϑmin[ degC ]

IP 107 cv3080 004 018 020 086 164

140 004 018 023 088 170

IP 1210 cv30

80 004 035 035 085 157

140 004 035 037 086 164

250 004 035 037 088 169

IPT 1210cv 30

140 004 018 023 088 171

according to DIN 4108-4 1998-10 for heat transfer resistance external Rse = 004 msup2 sdot KW andinternal Rsi = 013 msup2 sdot KW fuumlr fRsi and ψ value Outside temperature ϑa = -5degC

TypThickness[mm]

λeq[W(m sdot K)]

Ψ[W(m sdot K)]

fRsi[ - ]

ϑmin[ degC ]

according toapprovalZ 157-185

80 004 041 090 170 degC

For data on dimensions thermal conductivity and boundary conditions see FIW Test Report B3-0205 For data on dimensions thermal conductivity and boundary conditions see FIW Test Report B1-1999rdquo stainless steel compression rodBalcony slab thickness d = 180 mm

ISOPROreg

taken from audit by FIW Munich

Minimum heat insulation DIN 4108-2Considerably lower surface temperatures can occur in the vicinity of thermal bridges than in more controlled areas In order to exclude the possi-bility of mildew formation in living space with normal use it is necessary with the exception of windows and window frames to maintain a tem-perature factor of fRsi ge 07 at unfavourable locations No calculated proof is required

for connections constructed in accordance with DIN 4108 supp sheet 2for external corner elements with the same construction whose individual components satisfy the minimum heat insulationfor common connection materials such as nails screws and wire anchors it is not necessary to prove thermal bridge effects

Table 5 Determination of the specific thermal bridge addition ∆∆ UWB for an apartment house (Figure 5 Timber Construction Handbook)

Type Description l [m] ΨΨ [WmK] FtW [-] F xΨΨ x l [WK]

BA1 internal cellar wall on floor slab 1362 -0086 055 -0644BA2 internal cellar wall on floor slab 100 -0178 055 -0098BA3 cellar door soffit 420 0035 055 0080BA4 cellar door lintel 100 0043 055 0024BA5 cellar wall with ground contact on floor slab 330 0235 060 0465

BA6 unheated cellar internal wall to external cellar wall 1064 -0229 060 -1460

BA7 internal outer corner of cellar -0229 055BA8 unheated cellar internal wall to internal wallBA9 cellar internal wall to cellar ceiling unheated 900 0002 055 1100

BA10 cellar internal wall to cellar ceilingunheatedheated 332 0361 055 0658

BA11 cellar internal wall to cellar ceilingunheatedheated without internal wall 200 0256 055 0282

BA12 stair well 1130 0093 055 0580BA13 basement of staircaseBA14 basement 5522 -0034 100 -1885BA15 outside corner 3512 -0078 100 2734BA16 window soffit 4050 0029 100 1174BA17 window parapet 2425 0022 100 0540BA18 window lintel 2425 0034 100 0828BA19 house doorterrace door threshold 280 -11186 100 -0521BA20 house door soffit 250 0043 100 0106BA21 house door lintel 280 0137 100 0382BA22 internal wall on cellar wall and cellar ceiling 4291 0035 055 0816BA23 internal wall on cellar ceiling 1715 0034 055 0323BA24 internal wall on external wall 7902 0007 100 0548BA25 embedding of floors and ceilings 11043 0015 100 1639BA26 ceilings on the storey to unheated attic 2484 -0063 100 -1560BA27 internal wall to unheated attic 7615 0015 100 1137BA28 termination of eaves

BA29 termination of eaves on the storey level tounheated attic 3328 -0079 080 -2091

BA30 exposed area connectionsBA31 ridge connectionBA32 internal wall on inclined roofBA33 window frame on storey ceiling 660 0210 100 1383

Specific thermal bridge addition ∆ UWB= Σ (F middotΨ middot l)AW(msup2K)=000with A (heat-exchanging surface envelope) A=966msup2 total = 0040

Addition balcony with Isopro IP1210 500 0370 100 185Specific thermal bridge addition ∆ UWB= Σ (F middotΨ middot l)AW(msup2K) = 000with A (heat-exchanging surface envelope) A=966msup2 + 10msup2 balcony area total = 1890

Result The balcony slab does not change the specific thermal bridge addition ∆∆ UWBExtract from Timber Construction Handbook Series 3 part 2 2nd edition Dec 2000

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ISOPROreg

Variants of balcony thermal bridge calculations ndash detailed proof

Example taken from the Timber Construction HandbookIsoproreg Type IP 1210 Ψ = 037 WmK length of the balcony slab 50 m AB = 10 msup2 detached house heat-ex-changing surface envelope 43471 msup2 + 10 msup2∆UWB =(F middot Ψ middot l )A = (10 middot 037 middot 5)43471 = 000416alt Isoproreg Type IPT 1210 Ψ = 023 WmK length of the balcony slab 50 m AB = 10 msup2 detached house heat-exchanging surface envelope 43471 msup2 + 10 msup2∆UWB =(F middot Ψ middot l )A = (10 middot 023 middot 5)43471 = 000286

For an average heat penetration value of the external envelope of U = 021 Wmsup2K the result is

with Isoproreg IP 1210 an addition for ∆UWB = 20 with Isoproreg IPT 1210 an addition for ∆UWB = 14

this gives a difference between the systems of 06 which is irrelevantThe deviations of the thermal transfer values for various elements are not relevant since the thermo-technical impro-vements referred to the total envelope are minimal

Source Timber Construction Handbook Series 3 Part 2 2nd edition Printed 2000

Fig 71

Extract from DIN 4108 supp sheet 2

NoteThermally-isolated constructions must be used

Balcony insulation elements arethermo-technically equivalent ifthey comply with Fig 71 or DIN 4108 supp sheet 2 No additional proof is required

system

arison

IP 1210 ∆UW

DIN 4108 supp sheet 2 Fig 71 regulates balcony thermal bridges

Isoproreg conforms to supplemental sheet 2 of DIN 4108 in accordance with the Approval As a result of the confirma-tion of conformity for balcony thermal bridges no further proof is required

More precise calculations are possible using the thermal bridge loss coefficient Ψ These processes are very time con-suming If not all thermal bridges in a building are recorded according to DIN 4108 supplemental sheet 2 this proofis not admissible For this reason the EnEV (Energy Saving Ordinance) provides the possibility of blanket thermal bridgeadditions

ISOPROreg

Fire-resistance class F 30

All ISOPROreg elements are categorised as fire protection class F 30 The requirements to be met for the complete con-struction are illustrated in the following diagrams

All ISOPROreg elements are also supplied to fire-resistance class F90 meeting the technical requirements for fire protectionof balconies etc

The designation F90 is added to the element identification eg ISOPROreg IP107 cv 30 F90

The ISOPROreg 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

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

F90 fire protection slab

F90 fire protection slabdetail 1

detail 1

mineral-based plaster

screeding plastering

ISOPRO element

A1 materialnon-flammable

ISOPRO element

mineral-based plaster mineral-based plaster

detail 1

ISOPRO element

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ISOPROreg

Building physics - Fire protection DIN 4109

F30 ndash wall area construction F30 ndash door area construction

Table for concrete covering

This table for concrete covering isextracted from Tables 3 + 4 in DIN1045-1 63The recommendations for externalbalconies are

- in-situ concrete balconies prefa-bricated balconies and filigreeslabs with in-situ concrete cover-ing and permanent sealing onthe top surface

middot concrete class C 2530middot exposition class XC4 with cv 30

- in-situ concrete balconies prefa-bricated balconies and filigreeslabs with in-situ concrete cover-ing without permanent sealing

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 1210 cv 30 h = 180 mm

Always include the element height

Exposition classes and concrete covering

Reinforcement corrosion Minimum concretestrength class

Depth of concretecovering cnom

Red depth of con-crete covering cv

XC3 high humidity outsideconstruction elementsdamp rooms

C 2025 cnom = 35 mm cv = 30 mm

XC4 alternating wet and dryoutside construction ele-ments exposed to rain

C 2530 cnom = 40 mm cv = 35 mm

XD1 high humidity area ofspray water from roadsurface

C 3037 cnom = 55 mm cv = 50 mm

XS1 salt-laden air outsideconstruction elementsnear coasts

C 3037 cnom = 55 mm cv = 50 mm

Concrete attack Minimum concretestrength class

Concrete covering

XF1 high water saturationwith no condensationsource outside con-struction elements

C 2530cv = degree of

reinforcement corrosion

cv = a reduction of 5mm according to DIN 1045-1 63 is taken into account

for superior solutionsISOPROreg

Exposition classes

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ISOPROreg Type IPfor freely-protruding balcony slabs The element transfers negative bendingmoments and positive transverse forces

ISOPROreg Type IPTfor freely-protruding balcony slabs The element transfers negative bendingmoments and positive transverse forces

ISOPROreg Type IPT - Cornerfor freely-protruding external-corner balconies The element transfers ne-gative bending moments and positive transverse forces

ISOPROreg Type IPQfor joint-supported slabs (eg balconies and loggias on supports) The element transfers positive transverse forces

ISOPROreg Type IPQSfor joint-supported slabs with selected-point force transferThe element transfers positive transverse forces

ISOPROreg Type IPQQfor joint-supported slabs The element transfers positive and negative transverse forces

ISOPROreg Type IPQQSfor joint-supported slabs with selected-point force transfer The element transfers positive and negative transverse forces

ISOPROreg

Overview of types and applications

ISOPROreg Typ IPTDfor balcony slabs which enter the floored area The element transfers po-sitive and negative bending moments and transverse forces

ISOPROreg Type IPAfor connection of fascias at storey floor level The element is attached at selected points

ISOPROreg Type IPFfor connection of protruding parapets at storey floor levelThe element is attached at selected points

ISOPROreg Type IPOfor connection of reinforced concrete consoles at storey floor level The element is attached at selected points

ISOPROreg Type IPSfor connection of wall consoles and cantilever beams The element transfers positive and negative transverse forces

ISOPROreg Type IPWFor connection of full-height wall plates The element transfers bending moments and transverse forces in both thevertical and horizontal direction

ISOPROreg

Example of order code using element structural dataBalcony slab thickness h = 180 mmConcrete covering cv = 35 mm

mEd = 316 kNmmvEd = 514 kNm

Fire protection requirement F90

IP 1210 CV35 Q10 F90 h180

load b

earing capacity

Concrete covering

supp transverse force

Fire protection F90

height of elem

For types IPQ and IPQS no additional identification for theconcrete covering cv is required

Installation locations for ISOPROreg balcony insulation elements

ISOPROreg in single-skin brickwork ISOPROreg in single-skin brickwork with Thermal Insulation Bonding System

ISOPROreg in double-skin brickwork ISOPROreg in double-skin brickwork with rear ventilation

Order codes for ISOPROreg balcony insulation elements

variant lll HV lArrlArr ceiling offset upwardsvariant lll UV lArrlArr ceiling offset downwards

Additional identification for special element type IP

downward curve in the wall rArrrArr variant lupward curve in the wall rArrrArr variant ll

Sample order IP 127 varl CV35 h200

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ISOPROreg

Order Codes and Installation Locations

IP IPT IP IPT

PT 2nd p

ositio

nIP IPT 2nd position

IP IPT IP IPT

IP IPT IPT Corner

IP IPT IP orIPT 1st position

IP orIPT 1st position

Freely-protruding balcony

Side-separated internal corner balcony Internal-corner balcony

Internal-corner balconyloggia overlying on 3 sidespartially projecting

External corner balcony

ISOPROreg Type IP IPTExamples

balcony side slab side

Dimensions Type IP [length in mm]

TypeTension rod Transverse force rod Supplemental transverse force

ZL QL Q8L Q10L Q12LIP 88 560 297 497 - -IP 107 690 297 497 - -IP 108 560 337 497 617 742IP 127 690 337 497 617 742IP 128 690 337 497 617 742IP 129 690 337 497 617 742IP 1210 690 337 497 617 742

Top view

section IP

section IP - X

Expansion joint spacing for ISOPROreg Type IP can be found on page 24

Configuration of the elements

Type Length of element [mm] Tension rods Transverse force rodstandard X-variation

Compression blocks

IP 88 1000 8 Oslash 8 4 Oslash 6 8 Oslash 6 4IP 107 1000 6 Oslash 8 + 2 Oslash10 4 Oslash 6 8 Oslash 6 4IP 108 1000 10 Oslash 8 4 Oslash 8 8 Oslash 8 4IP 127 1000 9 Oslash 10 4 Oslash 8 8 Oslash 8 6IP 128 1000 10 Oslash 10 4 Oslash 8 8 Oslash 8 6IP 129 1000 11 Oslash 10 4 Oslash 8 8 Oslash 8 7IP 1210 1000 12 Oslash 10 4 Oslash 8 8 Oslash 8 8

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ISOPROreg Type IPConstruction and dimensions

Type certificateNr 0517

Buildings InspectorateapprovalNr Z-157-244

balcony slab

Dimensions Type IPT [length in mm]

TypeTension rod Transverse force rod Compression rods Supplemental transverse force

ZL QL DL Q10L Q12L Q14LIPT 1211 820 382 165 472 572 662IPT 1212 820 382 165 472 572 662IPT 1412 820 382 165 472 572 662IPT 1414 960 382 200 472 572 662

Top view

section IPT

Expansion joint spacing for ISOPROreg Type IPT can be found on page 24

Compression rods

IPT 1211 500 + 500 6 Oslash 10 + 4 Oslash12 4 Oslash 8 8 Oslash 8 6x2 Oslash 10 + 4x2 Oslash12IPT 1212 500 + 500 10 Oslash 12 4 Oslash 8 8 Oslash 8 10x2 Oslash 12IPT 1412 500 + 500 12 Oslash 12 4 Oslash 8 8 Oslash 8 10x2 Oslash 14IPT 1414 500 + 500 10 Oslash 14 4 Oslash 8 8 Oslash 8 10x2 Oslash 14

ISOPROreg Type IPTConstruction and dimensions

section IPT - X

Types with increased transverse-force load capacity

Type IP 88Q

IP 107Q

IP 108Q

IP 127Q

IP 128Q

Rated values for transverse-force loading vRd [kNm]

Q8 (4Oslash8) h ge 160mm 618Q10 (4Oslash10) h ge 170mm 966Q12 (4Oslash12) h ge 180mm 1391

Plate thickness [cm] with re-ference to cv [mm] Rated values for moment loading mRd [kNmm]

30 35 40 45 50 IP 88 IP 107 IP 108 IP 127 IP 128

- - - - 16 103 124 137 192 203- - - 16 - 110 132 145 204 216- - 16 - 17 116 140 154 216 229- 16 - 17 - 123 148 163 228 24216 - 17 - 18 129 156 172 240 255- 17 - 18 - 136 164 181 252 26817 - 18 - 19 142 171 189 264 281- 18 - 19 - 148 179 198 276 29418 - 19 - 20 154 187 206 289 306- 19 - 20 - 161 195 215 301 31919 - 20 - 21 167 203 223 313 332- 20 - 21 - 174 211 232 325 34520 - 21 - 22 180 219 240 337 358- 21 - 22 - 187 227 249 349 37121 - 22 - 23 193 234 257 361 384- 22 - 23 - 200 242 266 373 39722 - 23 - 24 206 250 275 386 409- 23 - 24 - 213 258 284 398 42223 - 24 - 25 219 266 292 410 435- 24 - 25 - 226 274 301 422 44824 - 25 - - 232 282 309 434 461- 25 - - - 239 289 318 446 47425 - - - - 245 297 326 458 486

Rated values for transverse-force loading vRd [kNm]h = 160 - 250 [mm] 275 275 415 415 415

Type IP 88 IP 107 IP 108 IP 127 IP 128X plusmn275 plusmn415

Q8X + 618 - 488Q10X + 966 - 696Q12X + 1391 - 696

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ISOPROreg

Dimensioning table for concrete gege C2025

Types with positive and negative transverse-force capacity

IP 129Q

IP 1210Q

IPT 1211Q

IPT 1212Q

IPT1412Q

IPT1414Q

6189661391

Rated values for moment loading mRd [kNmm]

IP 129 IP 1210 IPT1211 IPT1212 IPT1412 IPT1414

234 255 283 319 368 439249 272 301 339 391 468264 288 319 360 415 497279 304 337 380 439 526293 320 356 401 463 555308 336 374 421 486 584323 352 392 442 510 613338 369 410 462 534 642353 385 428 482 558 671367 401 446 503 582 699382 417 464 523 606 728397 433 482 544 629 757412 449 501 564 653 786427 466 519 585 677 815441 482 537 605 701 844456 498 555 625 725 873471 514 573 646 749 902486 540 591 666 773 931501 566 609 687 796 960516 573 628 707 820 988530 579 646 728 844 1017545 595 664 748 868 1046560 611 682 769 892 1075

Rated values for transverse-force loading vRd [kNm]415 415 415 415 415 415

IP 129 IP 1210 IPT 1211 IPT 1212 IPT 1412 IPT 1414plusmn415

+ 618 - 488+ 966 - 696+ 1391 - 696

ISOPROreg

balcony slab

Section A - A

tension rod ISOPRO

compression support ISOPROtransverse force bars ISOPRO

integral suspension reinforcement upper reinforcement of steel bars or mesh

lower reinforcement of steel bars or mesh

insert stirrup Oslash 8

d secondary reinforcement Oslash 8

concrete concrete

mesh support

floor balcony

1 Lay the lower reinforcement for the floor slab2 Install ISOPROreg IP and align The direction of alignment

(arrow symbol on top of element) must be followed3 Insert the edging (in accordance with DIN 1045-1) and

the upper floor reinforcement and bind together withthe ISOPROreg tension rods The ISOPROreg tension rodsand the support reinforcement are at the same level Ifrequired the binder on the tension rod level can be cutthrough

4 Lay the lower reinforcement and the edging for thebalcony slab in accordance with DIN 1045-1

5 Lay the balcony-side distribution rods one Oslash 8 top andbottom pos with insert stirrups pos separatedfrom the insulation body by approx 50 mm

6 Insert the upper floor reinforcement and bind to-gether with the ISOPROreg tension rods The ISOPROreg

tension rods and the support reinforcement are at thesame level

7 It is necessary when concreting to fill and pack uniformlyon both sides in order to prevent movement of the ISO-PROreg elements

ISOPROreg Type IP with on-site mesh supportThe mesh support replaces the suspension reinforce-ment It should be installed at a distance of le 100 mmfrom the insulation and raised up until it is immediatelybelow the tension reinforcement The diameter of thediagonals must be at least 5 mm The transverse forcerod can be positioned above or below the mesh sup-port

Since the contact pressure will be calculated as notgreater than fcd=085 middot fck γc no gap or edge ten-sioning reinforcement is required It is only necessaryto have edging on both sides of the insulation Thisshould be dimensioned for VRd

For indirect support of the ISOPROreg elements a suspensionreinforcement which is dimensioned for VRd is also re-quired on the floor side The bending reinforcement of thejoist must be according to structural calculations howeveras a minimum one Oslash 8 top and bottom is required

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ISOPROreg Type IPOn-site reinforcement and installation instructions

balcony slab

upper reinforcement of steel bars or mesh

insert stirrup Oslash 8A

section A - A

transverse force bars ISOPRO compression strut ISOPRO

integral suspension reinforcement tension rod ISOPRO

concrete concrete

secondary reinforcement Oslash 8

1 Lay the lower reinforcement for the floor slab2 Install ISOPROreg IPT and align The direction of alignment (arrow symbol on top of element) must be followed3 Insert the edging (in accordance with DIN 1045-1) and the upper floor reinforcement and bind together with the

ISOPROreg tension rods The ISOPROreg tension rods and the support reinforcement are at the same level If requiredthe binder on the tension rod level can be cut through

4 Lay the lower reinforcement and the edging for the balcony slab in accordance with DIN 1045-15 Lay the balcony-side distribution rods one Oslash 8 top and bottom pos with insert stirrups pos separated from

the insulation body by approx 50 mm6 Insert the upper floor reinforcement and bind together with the ISOPROreg tension rods The ISOPROreg tension rods

and the support reinforcement are at the same level7 It is necessary when concreting to fill and pack uniformly on both sides in order to prevent movement of the ISOPROreg

elements

For indirect support of the ISOPROreg elements a suspension reinforcement which is dimensioned for VRd is also requiredon the floor side The bending reinforcement of the joist must be according to structural calculations however as a mi-nimum one Oslash 8 top and bottom is required

Since the contact pressure will be calculated as not greater than fcd=085 middot fck γc no gap or edge tensioning rein-forcement is required It is only necessary to have edging on both sides of the insulation This should be dimensionedfor VRd

ISOPROreg Type IPTOn-site reinforcement and installation instructions

balcony

closed stirrup

reinforcement

closed stirrup

insert stirrup

parallel reinforcement

reinforcementb

balcony wall

balcony

ndash If the height offset is less than 80 mm a standardelement can also be used

ndash In this case a stirrup reinforcement with an upper leglength gt ls is required to deflect the tensile force onthe floor side

ndash Dimensioning the stirrup reinforcement for the can-tilever effects and transverse forces from the balcony

slabndash For connection reinforcement on the balcony side see

ndash The necessary transverse reinforcement in the overlap

area must be proved in accordance with DIN 1045-1ndash Recommended joist width at least 200 mm

Connection to a ldquomarginallyrdquo height-offset floor slab

balcony

closed stirrup

reinforcement

closed stirrup

insert stirrup

reinforcementb

balcony wall

balcony

ndash The ISOPROreg tension rods comply with the necessaryoverlap length ls given in DIN 1045-1

ndash For connection reinforcement on the balcony side seepage 1819

ndash The necessary transverse reinforcement in the overlaparea must be proved in accordance with DIN 1045-1

ndash The minimum wall thickness is dependent on the type

Connection to a vertical wall ndash connection downwards

balcony

closed stirrup

reinforcement

closed stirrup

insert stirrup

reinforcementb

balcony wall

balcony

Connection to a vertical wall ndash connection upwards

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ISOPROreg

Special types Valid for type series IP and IPT (analogously)

balcony

closed stirrup

reinforcement

closed stirrup

insert stirrup

reinforcementb

balcony wall

balcony

ndash dimensioning of the stirrup reinforcement for can-tilever effect and transverse force on the balcony slab

ndash the ISOPROreg tension rods comply with the DIN 1045-1 requirement for overlap length ls

ndash for on-site reinforcement see pages 1819

ndash the required transverse reinforcement in the overlapzone must be proven in compliance with DIN 1045-1

ndash recommended step-down width at least 220 mm

Connection to a floor slab with a step-up offset

balcony

closed stirrup

reinforcement

closed stirrup

insert stirrup

parallel reinforcementa

reinforcementb

balcony wall

balcony

ndash constructive angle reinforcement pos 3ndash recommended step-down width at least 220 mm

Connection to a floor slab with step-down offset

ISOPROreg

After stripping freely-protruding concrete slabs experience a lowering of the slab edge This displacement is a com-bination of the deformation of the balcony insulation elements used and the bending of the slab itself These two de-formations are superimposed and compensated by raising the formworkThe calculations shown below give the required formwork height offset at the end of the cantilever which results fromthe ISOPROreg elements at 100 loading For the total height offset the slab deformation should be added in accor-dance with DIN 1045-1 The total height offset defined in the construction plans from the structural design engineershould take into account the planned direction of the drainage when rounding off the results

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ISOPROreg

Deflection and height offset

Element height h [mm] IP 88IP 107IP 108

IP 127IP 128IP 129

IP 1210

IPT 1211IPT 1212IPT 1412

IPT 1414Concrete covering cv

30 35 40 45 50160 051 059 092 106

160 048 056 087 100160 170 045 053 082 094

160 170 043 050 077 089160 170 180 041 047 073 084

170 180 039 045 070 080170 180 190 037 043 067 079

180 190 035 041 064 073180 190 200 034 039 061 069

190 200 033 038 059 067190 200 210 031 036 056 064

200 210 030 035 054 062200 210 220 029 034 052 059

210 220 028 033 050 057210 220 230 027 031 049 055

220 230 026 030 047 053220 230 240 026 029 046 052

230 240 025 029 044 050230 240 250 024 028 043 049

240 250 023 027 042 047240 250 023 026 040 046

250 022 025 039 045250 021 025 038 043

Offset height of the balcony slab

Example for defining the balcony slab height offset

mEd bending moment used to determine the height offset resulting from the ISOPROreg elementThe definitive load combination is decided by the structural engineer

mRd design moment of the ISOPROreg element taken from the dimensioning table on pages 16 and 17lk Cantilever length in [m]

ExampleCantilever length lk = 180 mSlab thickness h = 180 mmIntrinsic weight (slab and covering) g = 60 kNm2

Edge load (parapet) F = 15 kNmLive load p = 40 kNm2

Concrete covering cv = 30 mm

Design calculationsmEd= (g + p) x lk2 2 + F x lk = (60 middot 135 + 40 middot 15) middot 182 2 + 15 middot 18 middot 135 = 265 kNmmvEd = (g + p) x lk + F = (60 middot 135 + 40 middot 15) middot 18 + 15 middot 135 = 274 kNm

Selected ISOPROreg IP 127 cv 30 h = 180 mm mRd = 289 kNmm vRd = 415 kNm

Selected load combination for determination of the height offset resulting from the ISOPROreg element mEd= (g + p3) middot lk22 + F middot lk= (60 middot 135 + 403 middot 15) middot 182 2 + 15 middot 18 middot 135 =200 kNmm

uuml = 041 middot (265 289) middot 180 middot 10 = 67 mm

uuml [mm] = value from table middot (mEdmRd) middot lk [m] middot 10

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The external concrete components must have expansion joints at right angles to the insulation layer in order to limitthe stress caused by changes in temperature The spacing of the joints e is given in the following table

balcony

ISOPRO ISOPRO

expansion joint

balcony

ISOPRO Type IPT Corner

expansion joint

seperation ofexpansion joints e

expansion jointExpansion joint spacing for ISOPROreg Types IP und IPT

Rod diameter [mm] le 10 12 14 16 20

Joint spacing e [m] 130 113 101 92 80

balcony

ISOPRO ISOPRO

expansion joint

balcony

expansion joint

expansion joint dowellingeg HED-S + plastic sleeves

ISOPROreg

Expansion joint spacing

For corner constructions the maximum rod leg length is e2

sup3100

In pre-cast units

Arrange the lower reinforcement layer including themesh support as per structural design Distance to in-sulation joint le 100 mm (applies to IP only)

Install lower section The last transverse rod in themesh must be placed as close as possible to the insula-tion observing the required concrete covering

For IP the transverse force rod can be under or on topof the mesh The mesh support should be lifted until itis underneath the tension reinforcement

Concrete the slab element

Locate and fix the associated upper section andwhere required intermediate section

Type IP is supplied with suspension reinforcement asstandard

On-site

Lay the necessary on-site reinforcement on the floorside

Lay the slab element on the pre-prepared timberbeams

Lay the necessary on-site reinforcement on the bal-cony side

Attach the associated upper section and where re-quired intermediate section Bind the tension strutto the on-site reinforcement

h = 210 to 250 mm

Important note fit additional insertion stirrups Oslash 620 or stirrup meshQ188A on the balcony side

In type IP pre-cast units In type IPT pre-cast units

sup3100

Type IP on-site Type IPT on-site

Important noteThe type identification for lower and upper sections must match (see also colour identification) The direction of in-stallation (on the balcony side) is mandatory

ISOPROreg

Two-part elements

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upper section

centre section

lower section

upper section

centre section

lower section

balcony balconyslab slab

Type IP Type IPT

Construction

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

General notes

ndash The permitted resultant stresses can be found in thetables on pages 16 and 17 of this technical information

ndash Intermediate sections can be supplied for height offsetcompensation in 20 and 40 mm thicknesses

ndash Type IP If the mesh supports are placed with a spacingof le 100 mm from the insulation joint no additionalsuspension reinforcement is required Instead asuspension reinforcement dimensioned for VRd shouldbe located along the insulation joints

ndash For information regarding the required formwork height off-set and the maximum spacing of expansion joints refer topages 22 23 and 24

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

The following elements also have an addi-tional colour coding

ISOPROreg Type Colour code

IP 107 greenIP 127 blueIP 128 yellowIP 1210 white

The continuity of the colour coding throughthe elements ensures correct matching everytime even for short sections

ISOPROreg

Two-part elements

balcony sidebalcony side

section 1st position

section 2nd position

slab balcony

1st position

cvslab balcony

slab balcony

1st position

slab balcony

IPT 127 Corner 820mmIPT 1210 Corner 960mm

General notes

Area of application for type IPT-Corner from slab thickness h le 180 mmOn-site reinforcement using overlap joints in accordance with DIN 1045-12001-07 Section 126Please refer to the information regarding on-site reinforcement on page 29Special elements for h = 160 mm are possibleBecause of the compression level a minimum spacing of the floor-side filigree slabs from the insulation body of185 mm is required for the ISOPROreg IPT-Corner elements

Type Length of element [m] Tension rods Compression level Transverse force rods

IPT 107-Corner 050 + 050 5 Oslash 10 + 5 Oslash 10 2 x 4 compression block 2 Oslash 10 + 2 Oslash 10

IPT 127-Corner 062 + 062 6 Oslash 12 + 6 Oslash 12 12 Oslash 14 + 12 Oslash 14 3 Oslash 10 + 3 Oslash 10

IPT 107-Corner

ISOPROreg Type IPT EckConstruction and dimensions

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Plate thickness [mm] referred to cv [mm] Dimensional values for acceptable load moments MRd [kNm]

30 35 IPT 107 Corner IPT 127 Corner IPT 1210 Corner- 180 169 277 320

180 - 178 292 337- 190 186 306 354

190 - 195 320 370- 200 203 335 387

200 - 212 349 404- 210 220 363 421

210 - 229 378 437- 220 237 392 454

220 - 246 406 471- 230 254 421 487

230 - 263 435 504- 240 271 449 521

240 - 280 463 537- 250 289 478 554

250 - 297 492 571Dimensional values for acceptable transverse forces VRd [kN]

h = 180 - 250 [mm] 483 724 1043

slab balcony

1st position

cvslab balcony

slab balcony

1st position

slab balcony

IPT 127-CornerIPT 1210-Corner

ISOPROreg Type IPT CornerConstruction and dimensions

1st position

balcony slab

dstarter bar 1st position supplementary reinforcement

supplementary reinforcement

starter bar 1st position

Type IPT 107-Corner IPT 127-Corner IPT 1210-Corner

starter bar 1st position 5 Oslash 10 6 Oslash 12 6 Oslash 14

starter bar 2nd position 5 Oslash 10 6 Oslash 12 6 Oslash 14

Supplementaryreinforcement 5 Oslash 10 6 Oslash 12 6 Oslash 14

extension of the tension reinforcement internally as well as externally length = 2 x balcony cantilever length

ISOPROreg Type IPT CornerOn-site reinforcement

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IPQ IPQIPH

IPQS IPQSIPH IPQQS IPQQSIPH

IPQ IPQ

IPQQ IPQQ

IPQQ IPQQIP

IPQ IPQ

S tie rod inlower position

IPQQ IPQQ

propped balcony

internal-corner balcony with props

ISOPROreg

Examples of transverse force elements

propped balcony

propped balcony with selective point connection

inset balcony with tieback3-sided overlying loggia with tieback

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balcony slab balcony slab

IPQ 86 495 mmIPQ 88 495 mmIPQ 106 615 mmIPQ 126 740 mm

IPQ 86 495 mmIPQ 88 495 mmIPQ 106 615 mmIPQ 126 740 mm80

370 80 150

Calculated values for acceptable transverse forces vRd [kNm]

Element height IPQ 64 IPQ 65 IPQ 66 IPQ 68 IPQ 610

160 - 250 mm 348 435 522 695 869

Type IPQ 64 IPQ 65 IPQ 66 IPQ 68 IPQ 610Length [mm] 1000 1000 1000 1000 1000

Transverse force rods 4 Oslash 6 5 Oslash 6 6 Oslash 6 8 Oslash 6 10 Oslash 6

Compression blocks 4 4 4 4 4needed As [cmsup2] 08 10 12 16 20

Dimensioning table - Type IPQ for concrete gege C2025

Configuration of the elements Type IPQ

section

Top view

ISOPROreg Type IPQConstruction and dimensions

IPQ 64 - 610

min Element hight depentend on rod diameter Oslash 10 h ge170 Oslash 12 h ge180 Oslash 14 h ge190

balcony slab

transverse shear force reinforcement 2 Oslash 8

insert stirrup

suspension reinforcemente

secondary reinforcement 2 Oslash 8

concrete concrete

The on-site suspension reinforcement pos and should be calculated for VRd (cf type test No 0519) and loca-ted next to the transverse force rods A Oslash 8 mm steel distribution rod should be installed above and below The sus-pension reinforcement can be replaced by a mesh support (see type IP page 18)DIN 1045-1 Section 1033 applies to the proof of the transverse force capacity of the slabs without shear reinforce-ment For proof of the transverse force capacity of the slabs with shear reinforcement DIN 1045-1 Section 1034 ap-plies The maximum transmissible transverse force across the joints must be limited to 03 VRdmax zu begrenzen

ISOPROreg Type IPQOn-site reinforcement

160 - 250 mm 927 1236 1449 1739 2089

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ISOPROreg Type IPQS 2Construction and dimensions

balcony slab

Calculated values for acceptable transverse forces VRd [kN]

Element height IPQS 62 IPQS 82 IPQS 102 IPQS 122 IPQS 142

160 - 250 mm 174 309 483 695 947

Dimensioning table - Type IPQS2 for concrete gege C2025

Type IPQS 62 IPQS 82 IPQS 102 IPQS 122 IPQS 142

Element length [mm] 300 300 300 300 300

Compression rods 2 Oslash 10 2 Oslash 10 3 Oslash 10 4 Oslash 12 4 Oslash 14needed As [cmsup2] 040 071 111 160 218

Configuration of the elements Type IPQS2

min Element height dependent on rod diameter Oslash 10 h ge170 Oslash 12 h ge180 Oslash 14 h ge190

IPQS 82 495mmIPQS102 615mmIPQS122 740mmIPQS 142 860mm

IPQS 62

160 - 250 mm 261 464 724 1043 1420

balcony slab

ISOPROreg Type IPQS 3Construction and dimensionsn

IPQS 63

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ISOPROreg Type IPQQConstruction and dimensions

180 80 150 80165 165

370 80 80150

IPQQ 86 495 mmIPQQ 106 615 mmIPQQ 126 740 mm

IPQQ 64 IPQQ 66IPQQ 68 IPQQ 610

Element height IPQQ 64 IPQQ 66 IPQQ 68 IPQQ 610 IPQQ 86 IPQQ 106 IPQQ 126

160 - 250 mm plusmn348 plusmn522 plusmn695 plusmn869 plusmn927 plusmn1449 plusmn2086

Type IPQQ 64 IPQQ 66 IPQQ 68 IPQQ 610 IPQQ 86 IPQQ 106 IPQQ 126Element length [mm] 500 + 500 500 + 500 500 + 500 500 + 500 500 + 500 500 + 500 500 + 500Transverse force rods 2x4 Oslash 6 2x6 Oslash 6 2x8 Oslash 6 2x10 Oslash 6 2x6 Oslash 8 2x6 Oslash 10 2x6 Oslash 12

Compression rods 4 Oslash 10 4 Oslash 10 6 Oslash 10 6 Oslash 10 6 Oslash 10 10 Oslash 10 10 Oslash 12needed As [cmsup2] 080 120 160 200 213 333 480

Dimensioning table - Type IPQQ for concrete gege C2025

Configuration of the elements Typ IPQQ

Top view

Section

ISOPROreg Type IPQQOn-site reinforcement

balcony slab

insert stirrupa

dinsert stirrupa

concrete concrete

The on-site suspension reinforcement pos should be calculated for VRd and located next to the transverse forcerods A Oslash 8 mm steel distribution rod should be installed above and below DIN 1045-1 Section 1033 applies to the proof of the transverse force capacity of the slabs without shear reinforce-ment For proof of the transverse force capacity of the slabs with shear reinforcement DIN 1045-1 Section 1034 ap-plies The maximum transmissible transverse force across the joints must be limited to 03 VRdmax

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ISOPROreg Type IPQQS 2Construction and dimensions

balcony slab

Element height IPQQS 62 IPQQS 82 IPQQS 102 IPQQS 122 IPQQS 142

160 - 250 mm plusmn174 plusmn309 plusmn483 plusmn695 plusmn947

Dimensioning table - Type IPQQS2 for concrete gege C2025

Type IPQQS 62 IPQQS 82 IPQQS 102 IPQQS 122 IPQQS 142

Transverse force rods 2x 2 Oslash 6 2x 2 Oslash 8 2x 2 Oslash 10 2x 2 Oslash 12 2x 2 Oslash 14

Configuration of the elements Type IPQQS2

IPQQS 82 495mmIPQQS 102 615mmIPQQS 122 740mmIPQQS 142 860mm

IPQQS 62

balcony slab

min Element height dependent on rod diameter Oslash 10 h ge170 Oslash 12 h ge180 Oslash 14 h ge190 alternatively in Element length 500 mm available

IPQQS 63

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ISOPROreg Type IPTDConstruction and dimensions

IPTD IPTD

inset balcony

balcony slab

Top view

Section

Example

Table of Dimensions ndash Type IPTD [length in mm]

TypeTension rod Transverse force rod Compression rod Supplemental transverse force

ZL QL DL Q10L Q12LIPTD 126 820 497 820 617 742IPTD 127 820 497 820 617 742IPTD 1210 820 497 820 617 742IPTD 1212 820 497 820 617 742IPTD 1410 960 497 960 617 742

ISOPROreg Type IPTDOn-site reinforcement

balcony slab

upper reinforcement of steelbars or mesh

lower reinforcement of steelbars or mesh

insert stirrup

lower reinforcement of steelbars or meshc

upper reinforcement of steelbars or meshb

insert stirrupee

Section A - A

ISOPRO transverse force rods ISOPRO compression rods

ISOPRO transverse force rods ISOPRO tension rods

concrete concrete

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ISOPROreg Type IPTDDimensioning table for concrete gege C2025

Plate thickness [mm] withreference to cv [mm] Rated values for moment loading mRd [kNmm]

30 35 IPTD 126IPTD 126

Q10IPTD 126

Q12IPTD 127

IPTD 127Q10

IPTD 127Q12

IPTD 1210

- 160 plusmn 145 - - plusmn 182 - - plusmn 253160 - plusmn 154 - - plusmn 193 - - plusmn 269- 170 plusmn 162 plusmn 146 - plusmn 204 plusmn 187 - plusmn 284

170 - plusmn 171 plusmn 154 - plusmn 214 plusmn 197 - plusmn 299- 180 plusmn 180 plusmn 162 plusmn 145 plusmn 225 plusmn 208 plusmn 190 plusmn 314

180 - plusmn 189 plusmn 170 plusmn 152 plusmn 236 plusmn 218 plusmn 199 plusmn 330- 190 plusmn 197 plusmn 178 plusmn 159 plusmn 247 plusmn 228 plusmn 209 plusmn 345

250 - plusmn 311 plusmn 280 plusmn 250 plusmn 390 plusmn 359 plusmn 329 plusmn 543

Rated values for transverse force loading vRd [kNm]

h = 160 - 250 [mm ] plusmn 415 plusmn 762 plusmn 1098 plusmn 415 plusmn 762 plusmn 1098 plusmn 415

Type IPTD 126 IPTD 126Q10

IPTD 126Q12

IPTD 127 IPTD 127Q10

IPTD 127Q12

IPTD 1210

Element lenght [mm] 500 + 500 500 + 500 500 + 500 500 + 500 500 + 500 500 + 500 500 + 500

Tension rods 6 Oslash 12 6 Oslash 12 6 Oslash 122 Oslash 10 + 6 Oslash 12

2 Oslash 10 + 6 Oslash 12

2 Oslash 10 +6 Oslash 12

10 Oslash 12

Transverse forcerods

2x4 Oslash 8 2x4 Oslash 10 2x4 Oslash 12 2x4 Oslash 8 2x4 Oslash 10 2x4 Oslash 12 2x4 Oslash 8

Compression rods 6 Oslash 12 6 Oslash 12 6 Oslash 122 Oslash 10 + 6 Oslash 12

10 Oslash 12

Configuration of the elements Type IPTD

IPTD 1210Q10

IPTD 1210Q12

IPTD 1212IPTD 1212

Q10IPTD 1212

Q12IPTD 1410

IPTD 1410Q10

IPTD 1410Q12

- - plusmn 307 - - plusmn 349 - -- - plusmn 326 - - plusmn 371 - -

plusmn 268 - plusmn 345 plusmn 328 - plusmn 392 plusmn 377 -plusmn 282 - plusmn 363 plusmn 346 - plusmn 414 plusmn 397 -plusmn 297 plusmn 279 plusmn 382 plusmn 364 plusmn 346 plusmn 436 plusmn 418 plusmn 401plusmn 311 plusmn 293 plusmn 400 plusmn 381 plusmn 363 plusmn- 457 plusmn 439 plusmn 421plusmn 325 plusmn 306 plusmn 419 plusmn 399 plusmn 380 plusmn 479 plusmn 459 plusmn 441plusmn 340 plusmn 320 plusmn 437 plusmn 417 plusmn 397 plusmn 500 plusmn 480 plusmn 461plusmn 354 plusmn 333 plusmn 456 plusmn 434 plusmn 414 plusmn 522 plusmn 501 plusmn 480plusmn 369 plusmn 347 plusmn 474 plusmn 452 plusmn 430 plusmn 543 plusmn 522 plusmn 500plusmn 383 plusmn 361 plusmn 493 plusmn 470 plusmn 447 plusmn 565 plusmn 542 plusmn 520plusmn 397 plusmn 374 plusmn 511 plusmn 487 plusmn 464 plusmn 587 plusmn 563 plusmn 540plusmn 412 plusmn 388 plusmn 530 plusmn 505 plusmn 481 plusmn 608 plusmn 584 plusmn 560plusmn 426 plusmn 401 plusmn 548 plusmn 523 plusmn 498 plusmn 630 plusmn 604 plusmn 580plusmn 440 plusmn 415 plusmn 567 plusmn 540 plusmn 515 plusmn 351 plusmn 625 plusmn 600plusmn 455 plusmn 428 plusmn 585 plusmn 558 plusmn 531 plusmn 673 plusmn 646 plusmn 619plusmn 469 plusmn 442 plusmn 604 plusmn 576 plusmn 548 plusmn 694 plusmn 666 plusmn 639plusmn 484 plusmn 455 plusmn 622 plusmn 593 plusmn 565 plusmn 716 plusmn 687 plusmn 659plusmn 498 plusmn 469 plusmn 641 plusmn 611 plusmn 582 plusmn 737 plusmn 708 plusmn 679plusmn 512 plusmn 483 plusmn 659 plusmn 629 plusmn 599 plusmn 759 plusmn 728 plusmn 699

plusmn 762 plusmn 1098 plusmn 415 plusmn 762 plusmn 1098 plusmn 415 plusmn 762 plusmn 1098

IPTD 1210Q10

IPTD 1210Q12

IPTD 1212Q12

IPTD 1410Q12

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

10 Oslash 12 10 Oslash 12 12 Oslash 12 12 Oslash 12 12 Oslash 12 10 Oslash 14 10 Oslash 14 10 Oslash 14

2x4 Oslash 10 2x4 Oslash 12 2x4 Oslash 8 2x4 Oslash 10 2x4 Oslash 12 2x4 Oslash 8 2x4 Oslash 10 2x4 Oslash 12

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ISOPROreg Type IPQZConstruction and dimensions

balcony slab

For restraint-free support with an IPQZ element it should be opposed by an IPQS element Both elements should bereinforced by a tieback which corresponds in diameter and rod count to the IPQS and IPQZAn on-site stirrup reinforcement is required to connect IPQS to the floor

Element height IPQZ 62 IPQZ 82 IPQZ 102 IPQZ 122 IPQZ 142

160 - 250 mm 174 309 483 695 947

IPQZ 63 IPQZ 83 IPQZ 103 IPQZ 123 IPQZ 143

160 - 250 mm 261 464 724 1043 1420

Dimensioning table ndash Type IPQZ for concrete ge C2025

Type IPQZ 62 IPQZ 82 IPQZ 102 IPQZ 122 IPQZ 142Element lenght [mm] 300 300 300 300 300

Type IPQZ 63 IPQZ 83 IPQZ 103 IPQZ 123 IPQZ 143Element length [mm] 400 400 400 400 400

IPQZ 82 83 495mmIPQZ102 103 615mmIPQZ122 123 740mmIPQZ 142 143 860mm

IPQZ 62 63

ISOPROreg Type IPQZOn-site reinforcement

Type Tieback Insert stirrup for use with

IPQZ 62 2 Oslash 6 1 Oslash 6 IPQS 62

tie roda

stirrup for anchering tie rodb

slab slabbalcony

Typ IPQZ Typ IPQS

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ISOPROreg Type IPHConstruction and dimensions

The ISOPROreg elements type IPH which absorb horizontal forces must only be used with ISOPROreg cantilever slabs ortransverse force connections

The number of IPH elements to be used is defined by the structural engineer whereby the expansion joint spacing mustbe maintained

When using ISOPROreg IPH elements the force absorption of the line connection must be reduced by the ratio of thelength of the IPH elements to the total connection length as a percentage

independent of cvReinforcement Length of

element

Transverse force Horizontal Transverse force Horizontal

IPH 1 2 x 1 Oslash 8 - 100 mm plusmn 74 kN -IPH 2 - 1 Oslash 10 100 mm - plusmn181 kNIPH 3 2 x 1 Oslash 8 1 Oslash 10 100 mm plusmn 74 kN plusmn 181 kN

Dimensioning table ndash Type IPH for concrete gege C2025

balcony slab

250 80 250

250 80 250IPH 1 for absorption of horizontal forces parallel to the insulation joint

IPH 2 for absorption of horizontal forces perpendicular to the insulation joint

IPH 3 for absorption of horizontal forces parallel and perpendicular to the insulation joint

ISOPROreg Type IPHOn-site reinforcement

The installation of the ISOPROreg IPH elements is analogous to the installation of the ISOPROreg cantilever slabs or trans-verse force connectionsThe number and positions of the elements are defined in the structural detail The elements must be fixed in their posi-tions

plate slab balcony slab

insert stirrup

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ISOPROreg Type IPAConstruction and calculation values

0 +10 +20 +30 +40 +50-10-20-30-40-50

dimensioning axis

sup3 16

Section

Mathematical model ndash Static system Interaction diagram

NRd [kN]

M Rd[kNm]

DimensionsLength of element 350 mmFascia thickness 160 ndash 240 mmHeight of element from 160 mmThickness of insulation element 60 mm

ReinforcementTension rods 3 Oslash 8Compression rods 3 Oslash 8Transverse force rods 2 x 2 Oslash 6

Calculated values for NRd = 0MRd 29 kNmelementVRd plusmn 127 kNelement

ISOPROreg Type IPAOn-site reinforcement and installation instructions

steel bar Oslash 8

upper slab reinforcement

insert stirrups 3 Oslash 8 150 mmsupplied

insert stirrup as constructive edging

lower slab reinforcement

56 59 60 60 59 56

Section Plan

Installation instructions1 Lay lower reinforcement including edging

2 Install ISOPROreg elements type IPA Spacing in accordance with static requirements

3 Install positions and and tie together

4 Lay upper floor reinforcement and tie together with the ISOPROreg reinforcement element

5 Concrete the floor slab Ensure safe positioning

6 Attach the on-site insulation between the ISOPROreg elements

7 Lay the fascia reinforcement and including edging and tie together with the ISOPROreg elements

supplied insulation

Type IPAType IPA

350e = separation of elements

Spacing of the elements Spacing of expansion joints

Expansion joint spacing e le 78 mAbove corner e2 le 35 m

The parapet must be verified as being a continuous supporte = spacing of the elements in accordance with static requirements

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+5 +15 +25 +35-5-15-25-35

NEdVEd

MRdVRd

dimensioning axis

ISOPROreg Type IPFConstruction and calculation values

Section

DimensionsLength of element 350 mmHeight of element from 160 mmThickness of insulation element 60 mm

ReinforcementTension rods 3 Oslash 6Compression rods 3 Oslash 6Transverse force rods 2 Oslash 6

Calculated values for NRd = 0MRd plusmn 15 kNmelementVRd + 127 kNelement

NRd [kN]

M Rd[kN

VRd = 127 kN

ISOPROreg Type IPFOn-site reinforcement and installation instructions

a insert stirrup min Oslash 6 150 mm

c lower slab reinforcement

ar Oslash

in Oslash

56 59 60 60 59 56

Section

Type IPF Type IPF

e = separation of elements

supplied insulation

parapet

Spacing of the elements

Spacing of expansion joints

The parapet must be verified as beinga continuous support e = spacing of the elements in accor-dance with static requirements

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ISOPROreg Type IPOConstruction and calculation values

sliding film

reinforcedconcrete console

soft-fibre panel

sup3 18

sup3 150 60

130 60 535

sliding film

soft-fibre panelsup3

sup3 150 60

130 60 535

Section

Plan Mathematical modelStatic system

for Hed = 0 PRd plusmn 171 kNmelement max HRd + 184 kNelement

0 2 4 6 8 10 12 14 16 20 22 Horizontal force HEd [kN]

P Rd[kN] concrete gege C2530

concrete gege C2025

PRd = 23

PRd = 10

ISOPROreg Type IPOOn-site reinforcement and installation instructions

c upper reinforcement of steel bars or mesh

insert stirrupde

concrete

Section Installation instructions

1 Lay lower reinforcement including edging

2 Install ISOPROreg elements type IPO Spacingin accordance with static requirements

3 Lay upper floor reinforcement and tie to-gether with the ISOPROreg reinforcement ele-ment

4 Attach the on-site insulation between the ISO-PROreg elements

5 Lay the console reinforcement and andtie together with the ISOPROreg elements Thefloor edge beam must be designed as a con-tinuous support

6 As far as practical the console and the floorshould be concreted simultaneously Ensuresecure positioning

reinforced concrete joist

ISOPRO Type IPO ISOPRO Type IPO

supplied insulation

e = separation of elements350

The parapet must be verified as being a continuous support e = spacing of the elements in accordance with static requirements

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ISOPROreg Type IPSConstruction and calculation values

balcony slab plate slab

console

tension rod

transverse force bars

compression strut

100100

BSt 500 Nr Wst Nr 14571

BSt 500 S

Section

console

tension rod

compression strut

100100

BSt 500 S

Dimensions - Type IPS [length in mm]

Type Tension rod Transverse forcerod

Compressionrod

ZL QL DLIPS 1 690 500 430IPS 2 820 620 500IPS 3 960 745 570IPS 4 1550 865 600

Dimensioning table for concrete gege C2025Element hight 400 mm IPS 1 IPS 2 IPS 3 IPS 4

moment MRd [kNm] 221 294 375 624

transverse forces VRd [kN] 213 333 480 653

Type IPS 1 IPS 2 IPS 3 IPS 4

Element width [mm] 220 220 220 220

Tension rods 3 Oslash 10 3 Oslash 12 3 Oslash 14 4 Oslash 14

Transverse force rods 2 Oslash 8 2 Oslash 10 2 Oslash 12 2 Oslash 14

Compression rods 3 Oslash 12 3 Oslash 14 3 Oslash 16 3 Oslash 20

Other designs and dimensions are available on requestThe bonding area I underlies the determination of the anchoring lengths However if required the reinforcement rods can also be designed for bonding area II

ISOPROreg Type IPSOn-site reinforcement and installation instructions

wall plate reinforcement to structural calculations

tension rod

compression strut

a closed stirrup

edging

c suspension reinforcementconcrete concrete

Installation instructions

1 Lay wall plate reinforcement to meet structural requirements2 Insert ISOPROreg element type IPS and tie together with the wall

reinforcement Transverse reinforcement in overlap zone in accordance with DIN 1045-1

3 Install and tie together beam reinforcement and according to structural calculations Pos edging in accordance withDIN 1045-1 Pos installed as a closed stirrup to avoid shearing

4 When concreting make sure that both sides are uniformly filled and compacted

5 Formwork offset for the beam in accordance with structural calculations

tension rod

compression strut

a closed stirrup

edging

plate slab

Type IPS

Type IPS wal

balcony slab

supplied insulation

Configuration of the elements Expansion joint spacing

TypeJoint spacing [m]

IPS 1 113

IPS 2 101

IPS 3 92

IPS 4 80

For corner constructions the maximumrod leg length is e2

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ISOPROreg Type IPWConstruction and calculation values

ZL ZL80

420 420

290290

balcony

balcony slab

horizontal transverse force bars

upper section bht in mm150-250 250 80

lower section bht in mm150-250 1250 80

Section

Table of Dimensions Type IPW [length in mm]

Tension rod Transverseforce rod

Compressionrod

ZL QL DLIPW 1 600 423 270IPW 2 790 563 335IPW 3 980 653 410IPW 4 1170 783 470

Element width b = 150 ndash 250 mmElement height h = 150 ndash 350 mInsulation material thickness t = 80 mm

Dimensioning table for concrete gege C2025Calculated values for acceptable moments MRdy [kNm]

Element height [m] IPW 1 IPW 2 IPW 3 IPW 415 ndash 20 537 918 1169 154420 ndash 25 737 1267 1614 2132

gt 25 937 1616 2059 2720Calculated values for acceptable transverse forces [kN]

vRdz [kN] 412 622 1066 1535vRdy [kN] plusmn137 plusmn137 plusmn137 plusmn137

Type IPW 1 IPW 2 IPW 3 IPW 4Element height [m] ge150 ge150 ge150 ge150Tension rods 4 Oslash 6 4 Oslash 8 4 Oslash 10 4 Oslash 12Transverse force rods Qz 6 Oslash 6 6 Oslash 8 6 Oslash 10 6 Oslash 12Transverse force rods Qy 2 x 2 Oslash 6 2 x 2 Oslash 6 2 x 2 Oslash 6 2 x 2 Oslash 6Compression rods 6 Oslash 8 6 Oslash 10 6 Oslash 12 6 Oslash 14

Moment effects from wind loading are absorbed bythe stiffening effect of the balcony slab

MRdz = 0

Bonding area II underlies the determination of theoverlap lengths On request the anchoring lengthscan also be dimensioned for bonding area I Designsand dimensions deviating from the standard ele-ments are available on request

ISOPROreg Type IPWOn-site reinforcement and installation instructions

VRdz VRdy

Mathematical model ndash Static system

balcony slab

e connection reinforcementto structural calculations

insert stirrupas constructive edging c

d steel bar min 2 Oslash 8

concrete sup3 2025

insert stirrupas constructive edging

connection reinforcementto structural calculations

a bc c

steel bar min 2 Oslash 8

insert stirrupinsert stirrupsteel mesh reinforcement steel mesh reinforcement

wall p

balcony slab

plate slab

Type IPWsupplied insulation

Type IPW

1 Position internal wall reinforcement 2 Attach the constructive edging inter-

nally (insert stirrup)3 Starting at the bottom assemble the in-

dividual ISOPROreg elements type IPWand tie together with the wall reinforce-ment

4 Erect and internally and tie to-gether

5 Position the external wall reinforce-ments and in accordancewith structural design and tie to theISOPROreg elements

6 When concreting pay particular atten-tion to the positional security of the ele-ments It is recommended to fill andcompact both wall plates at the sametime

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ISOPROreg

Approvals and Type testing

Approvals

ISOPRO Type IP Z-157-244ISOPRO Type IPT Z-157-243

Type testing

ISOPRO Type IP Test No 0517ISOPRO Type IPT Test No 0518ISOPRO Type IPQ Test No 0519

ISOPROreg

Tender

___________________________________________________________________________

Scope Application area DIN 276013 Concrete and reinforced concrete Floor constructions

Structural installations__________________________________________________________________________________

ISOPROreg supporting and thermally insulating connection elements

01 supporting the balcony slab using ISOPROreg elements from H-BAU Technik GmbH02 required for installation03 m Type IP cv = mm h = mm04 m Type IPQ cv = mm h = mm05 part Type cv = mm h = mm

Special fabrication according to the following description

06 for thermal separation of the concrete07 for the storey floors pos 08 for the roofing pos 09 for 10 and11 for the balcony slap pos 12 for the loggia slab pos 13 for the cantilever slab pos 14 for the 15 in fire protection construction class F9016 the bonding is made in the reinforcement of pos and pos 17 deliver18 deliver install and bond with the connection reinforcement19 only install and bond with the connection reinforcement delivery provided20 the installation is made in accordance with instructions from

H-BAU Technik GmbHAm Guumlterbahnhof 2079771 Klettgau-ErzingenGermanyTel +49 (0) 77 42 92 15-20Fax +49 (0) 77 42 92 15-90

21 in accordance with the detail and reinforcement drawings no 22 material 23 wages 24 unit price

25 total price

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Concreting with system

ISOPROreg

KESIIRAPIDOBATreg

JSDHEDFERBOXreg

BOXFERreg

GRIPRIPreg

PENTAFLEXreg

RIPINOXreg

WARMBORDreg

SCHALBORDreg

ZEMBORDreg

SCHALL-ISO ACCESSORIES

H-BAU Technik GmbHAm Guumlterbahnhof 20D-79771 Klettgau-ErzingenTel + 49 (0) 7742 92 15-20Fax + 49 (0) 7742 92 15-90infoklettgauh-baude

Produktion Nord-OstBrandenburger StraszligeD-14641 WachowTel + 49 (0) 3 3239 775-20Fax + 49 (0) 3 3239 775-90infoberlinh-baude

Balcony insulation elementsLifting anchorsShuttering tubesPush-in pegsReinforcement connectorsReinforcement connectorsMasonry connectorsSealing technologyRustproof stainless steelStop end panelsStop end panelsStop end panelsSound insulation elementsSpacers

Isopro_Engl_Layout 1pdf

Seiten aus Isopro_Engl1pdf

Isopro_Englpdf