满堂架计算软件1(Excel版)

25满堂脚手架搭设区域脚手架类型搭设高度H(m)搭设长度L(m)排数n立杆步距h(m)立杆纵距la(m)立杆横距lb(m)架管层数Layer(层)架管列数Column(列)侧结点数CN(点)中结点数ZN总结点数N侧结点覆盖钢管长度CL(m)中结点覆盖钢管长度ZL(m)钢管总长度TL(m)钢管单位长度重量(kg/m)钢管总重量T(t)直角扣件数(个)对接扣件数(个)旋转扣件数(个)脚手板面积(m²)扣件26宽度长度高度27裙楼A区南侧与主塔楼连接处（西面）满堂架104429.51.81.21.2638122166726105122.727763.23.3392.456726236021524514.41123828裙楼A区南侧与主塔楼连接处1-4层（东面）满堂架1813191.81.21.2101220100228067.278.692043.3330.65228010647281404407229裙楼A区南侧与主塔楼连接处5-6层（东面）满堂架1831121.81.21.210272025032404249.2131403.3343.763240157210362046584830裙楼A区南侧与主塔楼连接处-1层（东面）满堂架61261.81.21.241183626420.4241027.23.333.422641148414446231裙楼A区南侧与主塔楼连接处6-7层（东面）满堂架9.517.510.51.81.21.26161284100836.642.94042.83.3313.461008294322598.5162432满堂脚手架量汇总：合计：183.7423244钢管外径mm钢管壁厚mm钢管内径mm1m钢管体积mm³1m钢管体积m³钢管密度kg/m³1m钢管重量kg/m483424241150.00042411578503.329裙楼A区扣件式钢管脚手架材料用量估算满堂脚手架搭设宽度W(m)备注：参见下图进行计算