Product sheet NEO-BTK
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1 Product sheet N10-P Field of application: Connection, lifting anchor Created Governing documents: EC, EC3, CEN/TS-199, CEN/TR 1578, Swedish national parameters Measurements Product sheet Product name Corrosion protection Socket and foot BZP Reference Dim. thread l l h l f d Corr. pro. Article no. M10x40-10 M BZP N M1x M BZP N M1x M BZP N M16x M BZP N M0x M BZP N M4x80-00 M BZP N M30x90-50 M BZP N Corrosion protection Socket A4 foot BZP Reference Dim. thread l l h l f d Corr. pro. Article no. M10x40-10 M A4/BZP N M1x M A4/BZP N M1x M A4/BZP N M16x M A4/BZP N M0x M A4/BZP N M4x80-00 M A4/BZP N M30x90-50 M A4/BZP N
2 Handling instructions N10-H1 Lift of element Created Demoulding with tilt-up table > 65 1) Min. concrete strength when demoulding 16 MPa ) Min. concrete strength when mounting 8 MPa 3) Quality of reinforcement K500B-T and NP500AB-W 4) Lift with stationary crane, mobile crane or truck crane 5) Well-greased steel form (adhesion force 1 kn/m ) How to lift Demoulding Mounting a 300 Handling instructions SF3 SF4 x # min. 65 /m, max. mesh size 300 [] Max element weight β=45 β=60 β=90 M10x Ø6 ø8 0,7 0,8 1,0 M1x Ø6 ø8 1,4 1,8,0 M1x Ø6 ø8 1,4 1,8,0 M16x Ø8 ø8,6 3, 3,5 M0x Ø8 ø8 4,0 4,9 5,5 M4x Ø10 ø8 5,8 7,1 7,9 M30x Ø1 ø10 8,6 10,5 11,4
3 Handling instructions N10-H Lift of element Created Demoulding from 0 1) Min. concrete strength when demoulding 16 MPa ) Quality of reinforcement K500B-T and NP500AB-W 3) Lift with stationary crane 4) Well-greased steel form (adhesion force 1 kn/m ) How to lift Handling instructions SF3 x # min. 65 /m, max. mesh size 300 [] Max element weight M10x Ø6 ø8 1,6-F M1x Ø6 ø8,6-f M1x Ø6 ø8,6-f M16x Ø8 ø8 4,-F M0x Ø8 ø8 6,7-F M4x Ø10 ø8 8,8-F M30x Ø1 ø10 13,9-F F = adhesion force OBS! Max. element weight is not allowed to be greater than the values in N10-H1
4 Handling instructions N10-H3 Connection Created ) Min. quality of concrete C30/37 ) Quality of reinforcement K500B-T and NP500AB-W Handling instructions x # min. 65 /m, max. mesh size 300 [] 1) F td [kn] F vd [kn] F vd// [kn] M10x ø8 11,3 6,8 6,8 M1x ø8,5 10,6 11,7 M1x ø8,5 10,6 11,7 M16x ø8 39,4 17,1 0,8 M0x ø8 61,9 7,3 31,8 M4x ø8 88,9 35,8 46,1 M30x ø8 135,0 56,6 68, and width of elements according to N10-H1 1) Necessary if distance to edge is: 150 a 300 If F t and F v interacts the condition below must be satisfied: F F t, akt td F F v, akt vd 1,0 where akt stands for actual load and F v Fv F v //
5 Handling instructions N10-H4 Lift of balcony Created ) Min. concrete strength when demoulding 16 MPa ) Min. concrete strength when mounting 8 MPa 3) Quality of reinforcement K500B-T and NP500AB-W 4) Lift with stationary crane, mobile crane or truck crane. OBS! min. Ø hook > 3 5) Well-greased steel form (adhesion force 1 kn/m ) b min = 500 and c min = 1000 Every balcony must have four anchors arranged around its CoG Handling instructions x # min. 65 /m, max. mesh size 300 Statically determined load distribution. Four part lift with spread beam equal load distribution to all 4 anchors, angle of sling 60 SF3 & SF4 NEO-Wire [] Demoulding SF3 (16 MPa) Element weight Mounting SF4 (8 MPa) Element weight Ø10 16x Ø10 1+1Ø1 3,3-F 4,0 Ø1 0x Ø1 1+1Ø1 5,0-F 6,4 Ø1 4x Ø16 1+1Ø1 8,8-F 8,6 Ø16 30x Ø16 1+1Ø1 11,7-F 11,4 F = adhesion force J-bar above is fitted for t =
6 Handling instructions N10-H5 Lift of balcony Created Statically undetermined load distribution. Four part lift without spread beam load distribution to anchors SF4 Handling instructions NEO-Wire [] Mounting SF4 (8 MPa) Element weight Ø10 16x Ø10 1+1Ø1,0 Ø1 0x Ø1 1+1Ø1 3, Ø1 4x Ø16 1+1Ø1 4,3 Ø16 30x Ø16 1+1Ø1 5,7 J-bar above is fitted for t =
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