A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction method for large-weight outwards-inclined glass curtain wall
The invention provides a heavy-weight outwards-inclined glass curtain wall construction method which comprises the following specific steps: S1, exporting three-dimensional coordinates of an inverted triangular steel frame by utilizing a BIM model, dividing the inverted triangular steel frame into an upper steel frame and a lower steel frame, and welding two groups of jig frames on the bottom surface of a site according to the size of the inverted triangular steel frame, an upper steel frame and a lower steel frame are welded on the two sets of jig frames respectively, plate division is determined, the two sets of jig frames are close to each other, and the upper steel frame and the lower steel frame are in butt joint; s2; (S3); (S4); (S5); and S6, after the glass is installed, the decorative buckle cover on the outermost layer is installed. According to the construction method, three-dimensional coordinates of an inverted triangular steel frame of the outwards-inclined glass curtain wall are exported from a BIM model, a jig frame is manufactured on the ground, and then a glass fiber reinforced plastic keel frame is welded on the jig frame. The truck crane is used for keel hoisting installation, the glass suction cup vehicle is used for glass panel installation and gluing treatment, construction is easy, convenient and reliable, the effect is obvious, the construction period is shortened, and the quality is guaranteed.
本发明提供一种大重量外倾斜玻璃幕墙施工方法，包括以下具体步骤：S1、利用BIM模型，导出倒三角钢架的三维坐标，将倒三角钢架分为上部分钢架和下部分钢架，根据倒三角钢架的尺寸现场底面焊接出两组胎架，分别在两组胎架上焊接出上部分钢架和下部分钢架，确定板块分格，两组胎架相互靠近，将上部分钢架和下部分钢架对接；S2；S3；S4；S5；S6、玻璃安装完成后，安装最外层的装饰扣盖。该施工方法从BIM模型中导出外倾斜玻璃幕墙的倒三角钢架三维坐标，地面上进行胎架制作，然后在胎架上进行玻璃钢龙骨架的焊接。利用汽车吊进行龙骨吊装安装，利用玻璃吸盘车进行玻璃面板的安装以及打胶处理，其施工简便、可靠，效果明显，节约工期，保障质量。
Construction method for large-weight outwards-inclined glass curtain wall
The invention provides a heavy-weight outwards-inclined glass curtain wall construction method which comprises the following specific steps: S1, exporting three-dimensional coordinates of an inverted triangular steel frame by utilizing a BIM model, dividing the inverted triangular steel frame into an upper steel frame and a lower steel frame, and welding two groups of jig frames on the bottom surface of a site according to the size of the inverted triangular steel frame, an upper steel frame and a lower steel frame are welded on the two sets of jig frames respectively, plate division is determined, the two sets of jig frames are close to each other, and the upper steel frame and the lower steel frame are in butt joint; s2; (S3); (S4); (S5); and S6, after the glass is installed, the decorative buckle cover on the outermost layer is installed. According to the construction method, three-dimensional coordinates of an inverted triangular steel frame of the outwards-inclined glass curtain wall are exported from a BIM model, a jig frame is manufactured on the ground, and then a glass fiber reinforced plastic keel frame is welded on the jig frame. The truck crane is used for keel hoisting installation, the glass suction cup vehicle is used for glass panel installation and gluing treatment, construction is easy, convenient and reliable, the effect is obvious, the construction period is shortened, and the quality is guaranteed.
本发明提供一种大重量外倾斜玻璃幕墙施工方法，包括以下具体步骤：S1、利用BIM模型，导出倒三角钢架的三维坐标，将倒三角钢架分为上部分钢架和下部分钢架，根据倒三角钢架的尺寸现场底面焊接出两组胎架，分别在两组胎架上焊接出上部分钢架和下部分钢架，确定板块分格，两组胎架相互靠近，将上部分钢架和下部分钢架对接；S2；S3；S4；S5；S6、玻璃安装完成后，安装最外层的装饰扣盖。该施工方法从BIM模型中导出外倾斜玻璃幕墙的倒三角钢架三维坐标，地面上进行胎架制作，然后在胎架上进行玻璃钢龙骨架的焊接。利用汽车吊进行龙骨吊装安装，利用玻璃吸盘车进行玻璃面板的安装以及打胶处理，其施工简便、可靠，效果明显，节约工期，保障质量。
Construction method for large-weight outwards-inclined glass curtain wall
一种大重量外倾斜玻璃幕墙施工方法
LIU YANG (author) / JIANG CAIJI (author) / ZHANG SHUANGYI (author) / MA BINGHU (author) / LIU LINING (author) / WANG FEI (author) / WAN XIANG (author) / LIU FENGCHENG (author) / CHEN PAN (author) / BIE QUAN (author)
2024-04-05
Patent
Electronic Resource
Chinese
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