户型数量m2/栋长杆m 小横杆m（按1.8m计算）直角扣件(个)
9.120(10)
31618629.532607.8256132.344200.6
总计86295.326078.2561323.4t 331.905100.3009629.150(14)
36479956.313008.7757075.185384.34
139********.8599052.52t 536.109162.0109624.120(38栋
14483953.0471466.452809.121965.68
t 909.57274.870962168054.44先开3套型10栋(t)241.3672.9404.150(31栋
16434485.391355.4753187.422379.4813904742019.72598810.02
t 534.797161.614327
先开10栋(t)172.51552.133653831874.2
188625
长杆小横杆直角扣件(个)
总计(93)t 2312.38698.797212427240.38
前44栋
m 3353831014886.13
t 1289.943903.40817192250.12
总前期
模板(木) 170650106370106370
钢管7300.764889.044889.04
扣件794330880800605680
4M木方514003330021900
3M木方705004500029000
支撑
型号 4.120 4.1509.120
栋数383110
一层面积491.25594.87466.73
周材钢管(kg)1965023794.837338.4
周材钢管(t)19.6523.7937.34
39.347.589674.6768
外架
型号 4.120 4.1509.120
面积144816433161
每层外架面积362410.75351.22
长杆988.261121.3475958.8306
短杆358.38406.6425347.7078外脚手架他人算(模板)
每层外架钢管长度m
长杆
3.801
4.313 3.688短杆
1.378 1.564 1.337直角
702.28796.855681.3668对接
199.1225.9125193.171旋转
61.5469.827559.7074脚手板 m2
72.482.1570.2448栋9层120内架
298.7072
165.74372.92
1964.33597.414砖混投入
361.811899.410
180.905
707.400
372.916
723.683砖混投入
403.53259.501
201.766398.409
626.214
393.000
207.175
765.773
417.439551.139
208.719-407.773
957.216
231.911
每层外架扣件(个)每层外架钢管重量t
对接扣件(个)旋转扣件(个)底座脚手板m2经验钢管：372m/m2 1738.55537.37221.27632.2
17385.55373.72212.76322
84082.6
2005.85619.99218.82729.45276.18
28081.98679.863063.4810211.6
796.4246.1686.88289.6
47644.314726.425197.5617325.2
0000
903.65279.3198.58328.6
28013.158658.613055.9810186.6
9036.52793.1985.83286
对接扣件(个)旋转扣件(个)底座脚手板m2
121124.8537438.5944045.4
585803.82
54503.916846.666261.9819819.6
总前期
9706068990
43893049.52
794330627680
自算303002305018厚模板53889.66667 412503050012厚模板180311.1667
9.15016513.72
14
598.26
47860.84月剩栋框架内架
47.86765.7728
95.7216
框架总外架16栋框架外架
框架总内架
9.1501182.78144730.518152086.8704
3647第一次砖混剩余
405.22168.89185
1106.2506第一次砖混撑与架
401.1678
4.255
1.543外架框架扣件第一次砖混外架及内架剩余3717.203
786.1268160374.989168.89185
222.87145467.136第二次砖混外架及内架剩余
68.887414053.4784431.284103.587692
81.044第三次砖混外架及内架剩余
119.855
A1080.36
本次投入1502.07202160.8047261183.212
1858.635
210*4.120600.175385
8*9.150*4179.347495371.0568
1186.716420.82788949.77105
3393
钢管总数3712.423内架扣件
内架2529.64505928
外架1182.78
632.073
3397.653
3612375
276.8262
总扣件数725823.6