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11根破杆盘算书:/ H! ^, i- S0 u8 y& k# \7 R$ o \7 v
1杆:长:0.25+0.35=0.6米,宽:0.95米
- @% R( R- K; q' R7 H: e* R+ c, W板砼:0.6×0.975×0.12×25=1.76kN2 z4 d4 d# ~9 i. m1 s
梁砼:0.125×0.48×0.6×25=0.9kN
; T2 r6 P1 Q& x* i模板及支架:0.75×0.6×0.975×1.5=0.66kN 活荷载:2.5×0.6×0.95=1.46kN
& Y- e4 `+ g; R) ~! N; i- k: h0 G# g* _设计:3.32×1.2+1.46×1.4=6.0kN' t1 }, ~8 e s6 I
2杆:长:0.7米,宽:0.975米/ o# D, W- I4 `, |/ o
板砼:0.7×0.975×0.12×25=2.05kN* S4 L6 K# E0 Y# c
梁砼:0.125×0.48×0.7×25=1.05kN. e1 Z$ ]. u6 m" \+ C+ Y) E
模板及支架:0.75×0.7×0.975×1.5=0.77kN 活荷载:2.5×0.7×0.975=1.71kN) H0 P3 W& }$ J# J4 U( x/ e
设计:3.87×1.2+1.71×1.4=7kN
2 M- P% \8 P) C3杆:长:0.725米,宽:0.975米
# d& }6 k% e. U1 g! N! H: Y板砼:0.725×0.975×0.12×25=2.12KN4 V. W. {4 y. U1 O
梁砼:0.125×0.48×0.725×25=1.09KN
+ Z* i3 _) v( L: r$ a模板及支架:0,高压合金管.75×0.725×0.975×1.5=0,无缝管标准.80KN 活荷载:2.5×0.725×0.975=1.77KN m$ R6 C/ s; R2 ?
设计:4.01×1.2+1.77×1.4=7.3KN% b0 a0 S7 S3 j9 q* l( T
4杆:长:0.375+0.45=0.825米,宽:0.975米
6 o$ }9 _' k4 Y/ H( P$ o) _板砼:0.825×0.975×0,合金管! g# s; b* r) X4 D( k
梁砼:0.12×0.48×0.825×25=1.19KN! I1 }, |" D6 {& \- R+ |
模板及支架:0.75×0.825×0.975×1.5=0.90KN 活荷载:2.5×0.825×0.975=2KN
5 _) B& {* |5 y5 a- l' D设计:4.5×1.2+2×1.4=8.2
0 G6 k* @4 i) @2 V4 ?5杆:0.3×(0.5-0.12)×(1.15/2+0.2+0.125)×25=2.57KN
6 r9 ?8 t3 r7 W" z" B; a+ P设计:2.57×1.2=3.08KN1 H% A% P7 j: B9 g& w
6杆:长:0.45+0.475=0.925米,宽:0.975米/ ~+ A+ N: G' e/ b( P8 W
板砼:0.925×0.975×0.12×25=2.71KN |
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