梁模板扣件钢管高支撑架计算书

1．工程概况
本工程中圣坛及廊厅部分结构RC结构复杂，涉及超高大跨，对模板支撑体系要求严格，需境经过详细验算。计算参照《建筑施工扣件式钢管脚手架安全技术规范》（JGJ130-2001）。
模板支架搭设高度为15.0米，支撑高度在4米以上的模板支架被称为扣件式钢管高支撑架，对于高支撑架的计算规范存
Template fastener steel beam calculation of the high carriage of the book

1. Project Overview
The engineering part of the altar, and gallery structure of the Office of RC complex, involving ultra-high span of the template support system demands and environmental needs careful checking. Calculated by reference "construction steel tubular scaffold safety technical specifications" (JGJ130-2001).
Scaffording template height of 15.0 meters, height of 4 meters above the support template is called steel tubular scaffold high carriage, for the calculation of standard high carriage of deposit