附表一：承台及其工程量计算表内外地台高差:0.15m 垫层厚度:0.1m 垫层单边突出宽度:0.1m
单边工作面宽度:0.3m
插筋数量:6条插筋长度:8m
单位长度重量: 1.21kg/m 桩长:10m/条
编号桩数桩径长A 二阶三阶宽B 二阶三阶高H 一阶二阶三阶B3数量承台底高实挖土深
承台体积垫层体积承台模板垫层模板F1F2挖土2m 内挖土4m 内挖土6m 内
回填土灌注桩钢筋笼吊装桩头凿桩高度人工凿桩头凿桩脚手架
A Z3J33426 2.199
00 2.0200 1.051.05000.262 1.65 1.67.763030.8752216.002 1.644 6.815.634.790026.1558.55190.34866 1.4 1.197319.156Z2J44426 2.4 1.50 2.4 1.50 1.10.70.4010 1.7 1.6549.32 6.7691.210.41023.5271.100214.9757.013 2.3234040 1.458.2668132.27Z2J4'4426 4.8 3.90 2.4 1.50 1.10.70.408 1.7 1.6583.23210.4115.212.161835.234400250.3845.61 1.8593232 1.45 6.6135105.82 Z2J55426 3.5 2.60 2.4 1.50 1.10.70.401 1.7 1.657.440.96211.54 1.261428.934.40025.9977.12660.2955 1.45 1.033416.534B Z1J4
4426 2.4 1.50 2.4 1.50 1.10.70.400
2 1.7 1.659.864 1.35218.24 2.081023.554.210042.99511.4030.46588 1.45 1.653426.454Z2J4'4426 4.8 3.90 2.4 1.50 1.10.70.408 1.7 1.6583.23210.4115.212.161835.234400250.3845.61 1.8593232 1.45 6.6135105.82Z1J55426 3.5 2.60 2.4 1.50 1.10.70.4010 1.7 1.6574.49.62115.412.61428.934400259.9771.266 2.9045050 1.4510.334165.34 Z1J66426 3.930 2.4 1.50 1.10.70.401 1.7 1.658.352 1.06612.42 1.341530.837.050027.638.55190.34866 1.45 1.2419.84C Z3J33426 2.19900 2.0200 1.051.05
000.262 1.65 1.67.763030.8752216.002 1.644 6.815.634.790026.1558.55190.34866 1.4 1.197319.156Z2J44426 2.4 1.50 2.4 1.50 1.10.70.4010 1.7 1.6549.32 6.7691.210.41023.5271.100214.9757.013 2.3234040 1.458.2668132.27Z2J4'4426 4.8 3.90 2.4 1.50 1.10.70.408 1.7 1.6583.23210.4115.212.161835.234400250.3845.61 1.8593232 1.45 6.6135105.82 Z2J55
426
3.5
2.6
2.4
1.5
1.1
0.7
0.4
1
1.7
1.65
7.440.96211.54 1.261428.934.40025.9977.12660.2955 1.45
1.033416.534471.35860.432729.1479.1081543252148001616373.4315.22262262
54.062865C20C10480以内制作安装
本表单位条mm m m m m 条m(负数)m m 3m 3m 2m 2m 2
m 2
m 3
m 3m 3
m 3
m 3T 条个m 3
m 2
定额单位条mm
m
m
m
m
条m(负数)
m
10m 310m 3100m 2
100m 2
100m 3100m 3100m 3
100m 3
10m 3T 条个m 3100m 2
1-145-2
1-122
92定额不计92定额不计
1-7*1.5 不计
不计
1-3Z-14--13
钢筋只计算了直筋
工程名称:*商住楼AB单元1998定额中相应定额子目
一、二类土合 计砼标号或者备注
附项筋0.5512 3.5017 5.9095 0.5282 0.7003 5.9095 5.2824 0.593 0.5512 3.5017 5.9095 0.5282 33.47
T
T
不计。