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大跨度预应力结构高支模架的设计和分析

张敏 曾思智

南昌工程学院学报Issue(6):10-13,4.
南昌工程学院学报Issue(6):10-13,4.

大跨度预应力结构高支模架的设计和分析

Design and analysis of high-supported formwork of long-span pre-stressed structure

张敏 1曾思智2

作者信息

  • 1. 南昌市民用建筑设计研究院,江西 南昌330000
  • 2. 南昌大学 建筑工程学院,江西 南昌330031
  • 折叠

摘要

Abstract

The fastener-style steel pipe high-formwork supports are characteristic of simple structure,good integrality and convenient installation,so this technique has been widely used in the long-span pre-stressed structures. The unreasonable design and construction,however,may cause an increasing number of collapsing accidents of high-formwork supports. We take a gymnasium as the project example to confirm the stability,axial forces,stress and deformation of components of high-formwork supports with the finite element analysis method. It can provide design and analysis reference for structural system with the same kind.

关键词

大跨度预应力结构/高支模架/设计方法/有限元分析/耗能能力

Key words

long-span pre-stressed structures/high-formwork supports/design techniques/finite element analysis/energy dissipation

分类

建筑与水利

引用本文复制引用

张敏,曾思智..大跨度预应力结构高支模架的设计和分析[J].南昌工程学院学报,2015,(6):10-13,4.

南昌工程学院学报

1006-4869

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