梁模板扣件鋼管高支撐架計算書.doc

梁模板扣件鋼管高支撐架計算書

1．工程概況
本工程中圣壇及廊廳部分結構RC結構復雜，涉及超高大跨，對模板支撐體系要求嚴格，需境經過詳細驗算。計算參照《建筑施工扣件式鋼管腳手架安全技術規范》（JGJ130-2001）。
模板支架搭設高度為15.0米，支撐高度在4米以上的模板支架被稱為扣件式鋼管高支撐架，對于高支撐架的計算規范存
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

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