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Construction method of broken line dislocation special-shaped curtain wall
The invention belongs to the technical field of building curtain walls, and particularly relates to a construction method of a broken line dislocation special-shaped curtain wall. The construction method comprises the following steps that 1, design deepening is conducted on a curtain wall design node diagram, and a welded curtain wall keel system is converted into an assembly type curtain wall keel system; 2, a curtain wall structure model is built, and collision analysis and three-dimensional simulation experiment are conducted; 3, analyzing and collecting of curtain wall structure unit plates is conducted by using a building information model; 4, a main keel positioning map, a collected unit steel frame assembly map and a panel material list are exported through the curtain wall structure model; and subsequently, on-site paying-off, main keel installation, unit steel frame backfield concentrated machining, three-dimensional adjusting hanging lug component installation, unit steel frame hoisting and the like are conducted. According to the construction method, the connection mode of the curtain wall keel is changed into component bolt connection from welding, high-altitude welding operation is reduced, and the construction risk is reduced; and space operation is changed into ground operation, the component machining quality is improved, and the construction efficiency is improved.
本发明专利属于建筑幕墙技术领域,具体涉及一种折线错位异形幕墙施工方法,包括以下步骤:步骤一通过对幕墙设计节点图进行设计深化,把焊接幕墙龙骨体系转化成为装配式幕墙龙骨体系;步骤二建立幕墙结构模型并进行碰撞分析、三维模拟实验;步骤三利用建筑信息模型对幕墙结构单元板块分析归集;步骤四由幕墙结构模型导出主龙骨定位图、归集后的单元钢框架组装图、面板料单;后续为现场放线、主龙骨安装、单元钢框架后场集中加工、三维调节挂耳构件安装及单元钢框架吊装等;本发明的施工方法把幕墙龙骨的连接方式由焊接转变为构件螺栓连接,减少了高空焊接作业,降低了施工风险;将空间作业改为地面作业,提高了构件加工的质量,提高了施工效率。
Construction method of broken line dislocation special-shaped curtain wall
The invention belongs to the technical field of building curtain walls, and particularly relates to a construction method of a broken line dislocation special-shaped curtain wall. The construction method comprises the following steps that 1, design deepening is conducted on a curtain wall design node diagram, and a welded curtain wall keel system is converted into an assembly type curtain wall keel system; 2, a curtain wall structure model is built, and collision analysis and three-dimensional simulation experiment are conducted; 3, analyzing and collecting of curtain wall structure unit plates is conducted by using a building information model; 4, a main keel positioning map, a collected unit steel frame assembly map and a panel material list are exported through the curtain wall structure model; and subsequently, on-site paying-off, main keel installation, unit steel frame backfield concentrated machining, three-dimensional adjusting hanging lug component installation, unit steel frame hoisting and the like are conducted. According to the construction method, the connection mode of the curtain wall keel is changed into component bolt connection from welding, high-altitude welding operation is reduced, and the construction risk is reduced; and space operation is changed into ground operation, the component machining quality is improved, and the construction efficiency is improved.
本发明专利属于建筑幕墙技术领域,具体涉及一种折线错位异形幕墙施工方法,包括以下步骤:步骤一通过对幕墙设计节点图进行设计深化,把焊接幕墙龙骨体系转化成为装配式幕墙龙骨体系;步骤二建立幕墙结构模型并进行碰撞分析、三维模拟实验;步骤三利用建筑信息模型对幕墙结构单元板块分析归集;步骤四由幕墙结构模型导出主龙骨定位图、归集后的单元钢框架组装图、面板料单;后续为现场放线、主龙骨安装、单元钢框架后场集中加工、三维调节挂耳构件安装及单元钢框架吊装等;本发明的施工方法把幕墙龙骨的连接方式由焊接转变为构件螺栓连接,减少了高空焊接作业,降低了施工风险;将空间作业改为地面作业,提高了构件加工的质量,提高了施工效率。
Construction method of broken line dislocation special-shaped curtain wall
一种折线错位异形幕墙施工方法
LI GANG (Autor:in) / QIAO WENLI (Autor:in) / SHI WENLONG (Autor:in) / LYU YIMING (Autor:in) / CAO AIYING (Autor:in) / ZHANG ZHONGHUA (Autor:in) / FANG HAIBO (Autor:in) / SUN HAO (Autor:in) / LIU YONGTAO (Autor:in) / LIN LEI (Autor:in)
22.10.2021
Patent
Elektronische Ressource
Chinesisch
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