KE double wall transport anchors

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1 for better solutions... KE double wall transport anhors The safe transport anhor for double walls KE Ttransport anhors - Transport double walls seurely

2 Contat Oslo Helsinki Mosow London Warsaw Kiev Paris H-BAU Buharest Rome Madrid Ankara 2 H-BAU Tehnik GmbH Am Güterbahnhof Klettgau Germany Phone +49 (0) Telefax +49 (0) info.klettgau@h-bau.de Prodution and Delivery North-east Brandenburger Allee Nauen OT Wahow Germany Phone +49 (0) Telefax +49 (0) info.berlin@h-bau.de Prodution Chemnitz Beyerstraße Chemnitz Germany Phone +49 (0) Telefax +49 (0) South Paul Rieger Phone +49 (0) Telefax +49 (0) Mobile +49 (0) paul.rieger@h-bau.de North east Rudolf Till Phone +49 (0) Telefax +49 (0) Mobile +49 (0) rudolf.till@h-bau.de South West Oliver Etzrodt Phone +49 (0) Telefax +49 (0) Mobile +49 (0) oliver.etzrodt@h-bau.de

3 KE transport anhors for better solutions Contents KE transport anhors General 4 Produt Range 5 Dimensions 6 Dimensional design values 7 Planning 8 Dimensional design 10 Dimensional design examplex 12 KE IV dimensional design table 14 3 KE transport anhors - Transport double walls seurely

4 KE transport anhors General KE transport anhors - Transport double walls more seurely The Produt KE transport anhors are used to eret and transport wall setions both during the prodution of the prefabriated part and at the site of onstrution. The KE III model is designed for popular panel sizes and the KE IV model for panels with speifi requirements. The variety of dimensions and the novel design make the KE transport anhor an unrivalled produt tehnially, eonomially and in relation to safety that learly inreases flexibility during the onstrution of prefabriated parts. Features GS mark (KE III) for maximum possible safety Graduated bearing loads for eonomi planning Quiker and simpler to install for a problem-free prodution proess Position an be planned independent of the formwork girders for optimum solutions tehnially and eonomially Additional omments The KE III is produed from 14 mm diameter steel and the KE IV from 16 mm diameter steel. The anhors an be supplied in widths of 120 to 360 mm. The minimum onrete overing on the inside side of the shuttering is 10 mm for the KE III models and on the outside 20 mm. For KE IV transport anhors a minimum onrete overing of 20 mm inside and outside must be maintained. 4

5 KE transport anhors Produt range for better solutions KE transport anhors the more seure and eonomi way to transport or eret wall setions during the prodution of the prefabriated part and at the site of onstrution. Two designs are available for different installation types: KE transport anhor model A The standard design. Positioned at the entre of gravity of the wall panels. Suitable for stationary produtions/systems. Available as KE III and IV. * KE IV is designed with 2 stirrups * * KE transport anhor model B For quik loking into the formwork girder The 90 stirrup leg makes it easier to seure the transport anhor to the formwork girder e.g. by means of spring steel binders. Can also be inserted at the point of gravity. Suitable for use in rotating systems. Available as KE III. 5 KE transport anhors - Transport double walls seurely

6 KE transport anhors Dimensions Dimensions KE transport anhors Type KE III KE IV # Dimensions [mm] Dimensions [mm] b l b l Type KE III KE IV # Dimensions [mm] Dimensions [mm] b l b l Determining the neessary anhor width w v,inside Horizontal reinforement ds i Vertial reinforement Wall thikness d Transport anhor transport anhor width w Formwork girder v,outside Horizontal reinforement ds a Vertial reinforement Determining the neessary anhor width w w = d - v,i - v,a - dsi - dsa Key: w = Transport anhor width d = wall thikness v,i = onrete overing inside v,a = onrete overing outside d si = Horizontal reinforement inside d sa = Horizontal reinforement outside The determining is appliable if: The horizontal reinforement is on the outside of the wall panel (1st position) if the horizontal reinforement is inside (2nd position), the vertial reinforement must be additionally removed. In general the following applies: anhor width w = formwork girder height FGH # The KE IV transport anhor is not a part of the GS mark. 6

7 KE transport anhors Dimensional design values for better solutions Transport anhor bearing load KE III KE IV # Conrete strength f [N/mm²] Central pull1) Fred [kn] Diagonal pull)* Fred [kn] Transverse pull* Fred [kn] Diagonal pull 90 1) Fred [kn] # ,0 35,0 50,0 65,0 29,0 35,0 50,0 65,0 16,8 20,0 20,0 20,0 29,0 29,0 40,0 40,0 Installation tolerane: -10 mm formwork girder height 1) Safety fator: g = 3.0 Safety fator: g = 2.0; 30 mm ; for the orderly ereting of horizontal panels g = ) The admissible load apaities in dependene on the basi onditions suh as onrete strength, onrete overing and transport variants are to be found in the assembly instrutions approved by the Professional Trade Assoiation for Building and Allied Trades * With diagonal and transverse pull there is inreased load on the anhors (see p. 7 point 5) ** Use square timber as eretion aid (see Figure 3) Additional geometri onditions Conrete overing on the outside nom [mm] Conrete overing on the inside innen [mm] Minimum shuttering thikness min s* [mm] mm 20 mm 4) ) 4) Only applies to KE IV transport anhors with 200 mm widths per side in the anhor region. Installation The transport anhor installation position is shown in Figures 1 and 2. The transport anhor must be seured in its position for the onreting proess. This an be effeted by seurement to the bottom transverse reinforement and a orresponding mounting iron at the top (see Figure. nom Mounting iron inside 10mm KE transport anhor inside 10mm Transverse reinforement Formwork girder nom Transverse reinforement Figure 1. Installation position in setion Figure 2. Installation position horizontal projetion # The KE IV transport anhors and the onrete strength 35 N/mm² are not part of the GS. 7 KE transport anhors - Transport double walls seurely

8 KE transport anhors Planning If more than two anhors are provided a ompensating hanger or similar load distributing devie must be used. For transport reasons, setions in exess of 3.00 m in height must in pratie be turned at the site of onstrution. To this end the setions are to be put down flat and then raised to the upright position. The design riteria an be found in the assembly and usage instrutions approved in the design speifiations. Mounting reinforement must be verified. The anhor spaings must be planned so that the wall an be lifted at its entre of gravity: Distane between enters KE III: e 300 mm Distane between enters KE IV: Distane to edge KE III: Distane to edge KE IV: a 200 mm e 600 mm a 400 mm The wall panels must be designed with a minimum reinforement of Ø 6 / 250 mm in the anhor region. For the load ase transverse pull, suffiient edging must be provided between the free edge and the transport anhor or a formwork girder in the anhor region. * The transverse pull load of the KE III transport anhor an be inreased to 20 kn (onrete strength f 25 N/mm 2 ) if a 100 x 100 x 10 mm T-square is positioned on a width of 1.00 m per anhor. The square must be overed by an elastomer strip or shaft bearing. The steel setion must be seured against falling (e.g. weld the steel stirrup and seure to rane hooks with able). A square timber an also be used to protet the edge against damage aused by the rane hangers. This means a load inrease an only be obtained in a limited manner. 8

9 KE transport anhors Planning for better solutions Determining the transport anhor load When arrying out the planning, the regulations in the assembly and usage instrutions approved by the Professional Trade Assoiation for Building and Allied Trades must be observed and maintained. When determining the loads working on the transport anhors, the following must be observed whilst taking possible load overlap into onsideration: 1. Dead weight of the prefabriated part 2. Adhesion in the shuttering on lifting out 3. Impat loads 4. Number and arrangement of the transport anhors 5. Diretion of fore from means 1. Dead weight: To determine the dead weight of the wall setion, the load of the total volume of the shuttering is taken as 25.0 kn/m3. Additional mounting parts must be onsidered separately. 2. Adhesive fores: When raising the wall setion out of the shuttering, onsideration must be given to adhesive fores, the extent of whih depends on the type and omposition of the skin used. The following fores our for onventional materials: Oiled shuttering: q = 1.0 kn/m² Painted shuttering: q = 2.0 kn/m² Rough timber shuttering: q = 3.0 kn/m² An adhesive fore of q = 1.0 kn/m2 has already been taken into onsideration in the KE transport anhor load apaity tables. 3. Impat loads: When lifting, depositing and transporting wall setions impat stresses an our. Their extent depends substantially on the type of hoisting equipment used and an be a multiple of the panel weight. The ranes used in the prefabriation proess and also modern truk-mounted ranes have preision lifting equipment. Lifting load fators of f = 1.1 to 1.3 are to be applied here. A lifting load fator of f = 1.3 has already been taken into onsideration in the KE transport anhor load apaity tables. To determine the lifting load oeffiient under other basi onditions, the values must be determined aording to DIN : Number and arrangement of the transport anhors Prefabriated onrete parts do not always have the ideal geometry of a retangular panel with no reesses. Asymmetrial wall geometry and/or openings in the setion produe different loads for the installed transport anhors. In this ase, the distanes from the enters of the KE anhors to the wall setion point of gravity are inorporated into the determining of the respetive anhor load. Where there are more than two transport anhors, the mounting arrangement is statistially undefined. In this ase, a roller ompensation hanger is to be used. The higher number of anhors must not be used for the dimensional design without this measure. 5. Diretion of fore from the lifting means (diagonal pull) If hangers are not used for transport, there is inreased tensile load on the transport anhors. The maximum admissible angle of inlination α between the vertial and the lifting means is 45 degrees. The length of the lifting means is to be seleted aordingly. This angle = 45 has already been taken into onsideration in the KE transport anhor load apaity tables. The maximum admissible panel weight alters with the angle of inlination. 9 KE transport anhors - Transport double walls seurely

10 KE transport anhors Dimensional design Dimensional design of transport anhor systems When planning, the regulations in the assembly instrutions must be observed and maintained. Transport anhors for double walls must be dimensioned by an engineer for the fores atually ourring in pratie. The loads to be taken into onsideration are as follows: α = angle of inlination β = angle of spead S = entre of gravity KE = KE transport anhor l = lifting means length The angle of inlination α must not exeed 45. To this end, the length of the lifting means is to be l e/1.41. Central pull = load in axial diretion of the anhor Diagonal pull = load distribution under the angle of inlination α relative to the vertial Transverse pull = load distribution at the end fae when double wall is set upright. Extreme ase Dead weight of the wall setion G = r x V r = onrete gross density 25 kn/m³ V = onrete volume of the two shutterings 2. Adhesion of the onrete part in the shuttering Ha = ha x A The shuttering adhesion Ha is absorbed by the transverse pull load apaity of the anhor F red. Where the shuttering is oarsely strutured, the adhesive fore inreases onsiderably. An adhesive fore of q = 1.0 kn/m 2 has already been taken into onsideration in the KE transport anhor load apaity tables. A = adhering shuttering fae Shuttering type: ha Oiled shuttering 1 kn/m² Smooth timber shuttering 2 kn/m² Coarse timber shuttering 3 kn/m² 10

11 KE transport anhors Dimensional design for better solutions 3. Impat load/lifting load fators F red = F admi / f Lifting Gear Tower rane for onstrution Lifting load fator f 1.3 Truk-mounted rane 1.3 Loading bridges, gantry rane 1.3 The redued anhor resistane F red inludes the redution through lifting load fators of a onventional tower rane, truk-mounted rane or gantry rane. If other lifting means are used, the lifting load fators will be higher. These are to be determined to DIN : A lifting load fator of f =1.3 has already been taken into onsideration in the KE transport anhor load apaity tables. Exavator, depending on the driving operation Number and arrangement of the transport anhors F Av = G x b / (a + b) F Bv = G - FA Openings in the wall setion or an asymmetrial geometry produe different loads on the anhors. F Av = F Bv = G = a = b = Vertial fore portion at anhor A Vertial fore portion at anhor B Weight of double wall at point of gravity Distane from entre anhor A to the point of gravity* Distane from entre anhor B to the point of gravity * 5. Diretion of fore from the lifting means Fres = F V / os a FV = G / Through the inlinedly engaging hangers, the fore F resulting at the anhor, load-absorbing means and lifting means is inreased in relation to the pure vertial fore F V in dependene on the angle of inlination a of the fore engagement. (The vertial fore F V is produed from the weight, the arrangement of the anhors, the number of load-bearing anhors and the aeleration fores et.) G = weight F V = vertial fore portion per anhor F res = resulting fore per anhor = number of load-bearing anhors os a = fator for diagonal pull An angle of inlination 0 a 45 has already been taken into onsideration in the KE transport anhor load apaity tables. The max. admissible panel weight alters in dependene on the angle a. 6. Verifiation for eah load ase and anhor F erf F admi F erf = resulting fore from dimensional design per anhor F admi = bearing load per anhor 11 KE transport anhors - Transport double walls seurely

12 KE transport anhors Dimensional design example I Transport without setting upright using lifting means Basi onditions: Number of anhors: 2 items Conrete strength at the time of the transport: f 25 N/ mm² Shuttering density: 60 mm Conrete overing: 20 mm Trasnport means lifting means: α = 45 Safety oeffiients γ aording to Professional Trade Assoiation Regulations for Building and Allied Trades for the present load ase: Central pull/diagonal pull: g = 3.0 Transverse pull (no setting upright): γ no setting upright = 2.0 KE III transport anhor bearing load Central Conrete pull strength f F red Diagonal pull F red Transverse pull F red [N/mm²] [kn] [kn] [kn] Determining the admissible panel weight: 2 * admin F * os α / 10 [to] = 2 * 29.0*os 45/10 = 4.10 to admin G Wall admin G Wall = 4.10 to 4 * admin Q / 10 [to] = 4 * 16.8/10 = 6.72 to where: admi F admissible entral tensile load aording to Table KE III in kn α angle aording to diagram - load ase admi. Q admissible transverse tensile load aording to Table KE III in kn To make things easier, the admissible loading apaities are speified in the assembly and usage instrutions aording to the type of stress see extrat from the assembly and usage instrutions: Speial load ase B Transport without setting upright Extrat from the assembly iand usage Instrutions Speial load ase B - Transport without setting upright Where this speial load ase is used, along with the speifi auray and attention in planning and design, it must be ensured that the basi onditions set out in Chapter 3.1 are implemented in an unrestrited manner. Transport with lifting means without setting the panel upright (0 < α 45 ) Transport with hanger without setting the panel upright (α = 0 ) Angle a [degrees] Conrete ompressive strength at time of transport f 15 N/mm² 20 mm 25 mm 30 mm admi. load apaity1) 1) G Wall [to] Conrete ompressive strength at time of transport f 20 N/mm² 20 mm 25 mm 30 mm Conrete ompressive strength at time of transport f 25 N/mm² 20 mm 25 mm 30 mm s 50mm s 55mm s 60mm s 50mm s 55mm s 60mm s 50mm s 55mm s 60mm a = 0 (hanger) a ) Already taken into onsideration are: - lifting load fator - y = diretion of fore from lifting means - adhesive fores - q = 1.0 kn/m2 (oiled steel shuttering) With different shuttering thiknesses s, onrete overings nom and shuttering strengths f, the smaller load apaity produed is deisive for the dimensional design. Minimum requirements: two anhors per panel shuttering thikness in the region of the transport anhor: 50 s nom + 30 lifting able length: l e/1.41 where e = distane between entres of the transport anhors, α - design angle from diretion of fore of the lifting means see drawing Note: Details in Setions 3 and 4 in partiular are to be observed in the planning stage 12

13 KE transport anhors Dimensional design example II for better solutions Transport with setting upright using hanger Basi onditions: Number of anhors: 2 items Conrete strength at the time of the transport: f 25 N/ mm² Shuttering density: 60 mm Conrete overing: 30 mm Trasnport means lifting means: α = 0 Safety oeffiients γ aording to Professional Trade Assoiation Regulations for Building and Allied Trades for the present load ase: Central pull/diagonal pull: γ = 3.0 Transverse pull (with setting upright): γ with setting upright = 3.0 KE III transport anhor bearing load Central Conrete pull strength f F red Diagonal pull F red Transverse pull F red [N/mm²] [kn] [kn] [kn] 25 29,0 29,0 16, ,0 35,0 20,0 Determining the admissible panel weight: 2 * admin F * os α / 10 [to] = 2 * 29.0*os 0/10 = 5.8 to admin G Wall admin G Wall = 4.5 to 4 * admin Q / 10 [to] = 4 * 16.8 (2.0/3.0)/10 = 4.5 to where: admi F admissible entral tensile load aording to Table KE III in kn α angle aording to diagram - load ase admi. Q admissible transverse tensile load orreted aording to Table KE III with the fator of the safety γ with no setting upright /γ with setting upright = 2.0/3.0 in kn To make things easier, the admissible loading apaities are speified in the assembly and usage instrutions aording to the type of stress see extrat from the assembly and usage instrutions: Speial load ase A Transport with setting upright Extrat from the assembly iand usage Instrutions Speial load ase A - Transport with setting upright Where this speial load ase is used, along with the speifi auray and attention in planning and design, it must be ensured that the basi onditions set out in Chapter 3.1 are implemented in an unrestrited manner. Transport with lifting means (0 < α 45 ) Transport with hanger (α = 0 ) admi. load apaity1) 1) G Wall [to] Winkel a [Grad] Conrete ompressive strength at time of transport f 15 N/mm² 20 mm 25 mm 30 mm Conrete ompressive strength at time of transport f 20 N/mm² 20 mm 25 mm 30 mm Conrete ompressive strength at time of transport f 25 N/mm² 20 mm 25 mm 30 mm s 50mm s 55mm s 60mm s 50mm s 55mm s 60mm s 50mm s 55mm s 60mm a = 0 (Traverse) a ) Already taken into onsideration are: - lifting load fator - y = diretion of fore from lifting means - adhesive fores - q = 1.0 kn/m2 (oiled steel shuttering) With different shuttering thiknesses s, onrete overings nom and shuttering strengths f, the smaller load apaity produed is deisive for the dimensional design. Minimum requirements: two anhors per panel shuttering thikness in the region of the transport anhor: 50 s nom + 30 lifting able length: l e/1.41 where e = distane between entres of the transport anhors, α - design angle from diretion of fore of the lifting means see drawing Note: Details in Setions 3 and 4 in partiular are to be observed in the planning stage 13 KE transport anhors - Transport double walls seurely

14 KE transport anhors KE IV Dimensional design table Max. KE IV bearing loads in dependene on the onrete strengths Angle α [degrees] Basis: admissible entral tensile fore/anhor α = 0 (entral pull) 15 N/mm² [kn] 20 N/mm² [kn] admin F α = F u / 3 os α - per anhor - 25 N/mm² [kn] 30 N/mm² [kn] 35 N/mm² [kn] Inlined angle of pull, max. panel weight / anhor [kn] α = α = α = ) The following have already been taken into onsideration: - lifting load fator - y = diretion of fore from lifting means - adhesive fores - q = 1.0 kn/m 2 (oiled steel shuttering) - where 4 anhors are used per panel and the distanes to the edge and between enters is maintained (see Ch. 3.2, Figure 3), the values speified in the Table an be inreased by 50 %. With different shuttering thiknesses s, onrete overings nom and shuttering strengths f the lower load apaity produed must be used in the dimensional design Minimum requirements: Note: two anhors per panel shuttering thikness in the region of the transport anhor: 60 s nom + 30 lifting able length: l e/1.41 where e = distane between transport anhor enters, α - design angle from diretion of fore of the lifting means see drawing The details in setions 3 and 4 in partiular are to be observed in the planning. Conrete overing on the inside 20 mm on 200 mm width per side in the anhor region. 14

15 Notes for better solutions 15 KE transport anhors - Transport double walls seurely

16 Systemati onreting... ISOMAXX ISOPRO PENTAFLEX RAPIDOBAT FERBOX KUNEX HED GRIPRIP SCHALL-ISO PLURAFLEX RIPINOX WARMBORD SCHALBORD UNICON KE III ACCESSORIES 120 mm thermal insulation elements 80 mm thermal insulation elements Sealing tehnology Shuttering tubes Rebending onnetion systems Sealing tehnology Sliding arbors Masonry tie Sound insulation elements Sealing tehnology Stainless steel, orrosion-resistant Shuttering elements Shuttering elements Fast onnetors Transport anhors Spaers H-BAU Tehnik GmbH Am Güterbahnhof Klettgau Phone +49 (0) Telefax +49 (0) Prodution and Delivery North-east Brandenburger Allee Nauen OT Wahow Phone +49 (0) Telefax +49 (0) info.berlin@h-bau.de Prodution Chemnitz Beyerstraße Chemnitz Phone +49 (0) Telefax +49 (0) /2013

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