A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Large-span hanging type glass curtain wall installation method
The invention provides a large-span hanging type glass curtain wall installation method. The method comprises the following steps that S1, a mechanical model is constructed, a roof truss is divided into multiple areas, and first load values borne by all the areas are calculated through the mechanical model, wherein the first load values are load values applied to a certain area by materials, keels and glass curtain walls which form a roof; S2, balance weight assemblies are arranged on all the areas of the roof truss respectively, wherein second load values generated by the balance weight assemblies on the areas where the balance weight assemblies are located are equal to the first load values of the areas; and S3, the keels and the glass curtain walls are installed below the roof truss, and in the installation process, the balance weight assemblies corresponding to the load values applied to the areas by the keels and the glass curtain walls are unloaded at the areas corresponding to the installation positions of the keels and the glass curtain walls. By the adoption of the method, deformation of the keels and the glass curtain walls can be reduced, spontaneous explosion of the glass curtain walls can be avoided, the attractiveness and safety of a building are improved, and the maintenance cost of the glass curtain walls is reduced.
本发明提出一种大跨度吊挂式玻璃幕墙安装方法，包括如下步骤：S1：构建力学模型并将屋面桁架划分为多个区域，通过力学模型计算得出各个区域各自承受的第一荷载值，第一荷载值是形成屋面的材料、龙骨和玻璃幕墙对某个区域施加的荷载值；S2：在屋面桁架的各个区域上分别设置配重组件，配重组件对其所在区域产生的第二荷载值与该区域的第一荷载值相等；S3：在屋面桁架下方安装龙骨和玻璃幕墙，安装过程中，在与二者的安装位置相对应的区域同时卸载与二者对该区域施加的荷载值相对应的配重组件。采用本发明能够减少龙骨和玻璃幕墙发生变形，能避免玻璃幕墙发生自爆，提高了建筑的美观性和安全性，还降低了玻璃幕墙的维护成本。
Large-span hanging type glass curtain wall installation method
The invention provides a large-span hanging type glass curtain wall installation method. The method comprises the following steps that S1, a mechanical model is constructed, a roof truss is divided into multiple areas, and first load values borne by all the areas are calculated through the mechanical model, wherein the first load values are load values applied to a certain area by materials, keels and glass curtain walls which form a roof; S2, balance weight assemblies are arranged on all the areas of the roof truss respectively, wherein second load values generated by the balance weight assemblies on the areas where the balance weight assemblies are located are equal to the first load values of the areas; and S3, the keels and the glass curtain walls are installed below the roof truss, and in the installation process, the balance weight assemblies corresponding to the load values applied to the areas by the keels and the glass curtain walls are unloaded at the areas corresponding to the installation positions of the keels and the glass curtain walls. By the adoption of the method, deformation of the keels and the glass curtain walls can be reduced, spontaneous explosion of the glass curtain walls can be avoided, the attractiveness and safety of a building are improved, and the maintenance cost of the glass curtain walls is reduced.
本发明提出一种大跨度吊挂式玻璃幕墙安装方法，包括如下步骤：S1：构建力学模型并将屋面桁架划分为多个区域，通过力学模型计算得出各个区域各自承受的第一荷载值，第一荷载值是形成屋面的材料、龙骨和玻璃幕墙对某个区域施加的荷载值；S2：在屋面桁架的各个区域上分别设置配重组件，配重组件对其所在区域产生的第二荷载值与该区域的第一荷载值相等；S3：在屋面桁架下方安装龙骨和玻璃幕墙，安装过程中，在与二者的安装位置相对应的区域同时卸载与二者对该区域施加的荷载值相对应的配重组件。采用本发明能够减少龙骨和玻璃幕墙发生变形，能避免玻璃幕墙发生自爆，提高了建筑的美观性和安全性，还降低了玻璃幕墙的维护成本。
Large-span hanging type glass curtain wall installation method
大跨度吊挂式玻璃幕墙安装方法
TAN YUCHUN (author) / ZHAO YINGLIANG (author) / SHI QIAN (author) / TANG WEIJUN (author) / CHEN YUANLIANG (author) / LIANG SHIYU (author)
2021-12-07
Patent
Electronic Resource
Chinese
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