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11根破杆盘算书:
# Q. T( D! ?# n% J3 {2 i2 ^1 X1杆:长:0.25+0.35=0.6米,宽:0.95米
9 M3 h6 V: y7 v7 u/ ^% w板砼:0.6×0.975×0.12×25=1.76kN. |6 N5 W, T6 g& a, D
梁砼:0.125×0.48×0.6×25=0.9kN$ P( g3 c* h5 ^/ C! @
模板及支架:0.75×0.6×0.975×1.5=0.66kN 活荷载:2.5×0.6×0.95=1.46kN3 W3 T, T0 c! p! H+ Y; v2 N2 D5 u' n
设计:3.32×1.2+1.46×1.4=6.0kN
+ m6 I* K# t0 i; P' j2杆:长:0.7米,宽:0.975米4 B! |! a$ H* [/ \5 ~: i+ d4 ^2 q
板砼:0.7×0.975×0.12×25=2.05kN
6 ]9 C8 [, Q# S" X; G' Q) ?梁砼:0.125×0.48×0.7×25=1.05kN
% L9 ?0 B4 E. @) M3 Q* u0 U6 u8 Q模板及支架:0.75×0.7×0.975×1.5=0.77kN 活荷载:2.5×0.7×0.975=1.71kN0 P% j; Y- U# f" \$ M. u
设计:3.87×1.2+1.71×1.4=7kN
) z6 a o8 M! t) p3杆:长:0.725米,宽:0.975米+ t6 A& K" V t( ~, ~# P
板砼:0.725×0.975×0.12×25=2.12KN
8 v B( b9 n) L! O6 |# m; \4 j梁砼:0.125×0.48×0.725×25=1.09KN
) h5 R1 u- W* [. ^6 b* a6 w. N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
, _9 J. ~# @; r2 Y, |. S$ I设计:4.01×1.2+1.77×1.4=7.3KN! }0 L6 n% M v. g
4杆:长:0.375+0.45=0.825米,宽:0.975米
7 j6 b/ Q, t3 N0 m: E; G# o板砼:0.825×0.975×0,合金管
: A( A. c9 [# G( m+ z梁砼:0.12×0.48×0.825×25=1.19KN
4 f4 N( v4 P7 K& b模板及支架:0.75×0.825×0.975×1.5=0.90KN 活荷载:2.5×0.825×0.975=2KN1 ]0 M! I- @' Q& E0 y R
设计:4.5×1.2+2×1.4=8.26 K4 v8 p% ?8 J/ C- B, D& u
5杆:0.3×(0.5-0.12)×(1.15/2+0.2+0.125)×25=2.57KN
; s9 I) u( D( X) T' z设计:2.57×1.2=3.08KN
- c/ ~; g! `0 v& y% ]/ g/ _6杆:长:0.45+0.475=0.925米,宽:0.975米5 F, j" c' `2 `0 H3 j8 U
板砼:0.925×0.975×0.12×25=2.71KN |
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