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A platform for research: civil engineering, architecture and urbanism
Installation method of constructional steel column and construction method of venue
The invention discloses an installation method of a constructional steel column and a construction method of a venue. The mounting method of the constructional steel column according to the embodiment of the first aspect of the application comprises the following steps of: constructing a template on the peripheral side of a steel bar; mounting a positioning structure on the template; the anchor rod penetrates through the positioning structure in the vertical direction; concrete is poured into the formwork, so that part of the anchor rod is buried in the concrete, the anchor rod is fixed, and the pouring height of the concrete does not exceed the positioning structure; dismounting the positioning structure; and installing the constructional steel column. The mounting method of the constructional steel column at least has the following beneficial effects that it can be understood that the anchor rod is fixed through the positioning structure, and due to the fact that the positioning structure is mounted on the formwork, namely the anchor rod is fixed to the formwork through the positioning structure, in the concrete pouring process, the formwork cannot be affected to cause position deviation, and the construction quality is improved; or the influence on the anchor rod is small, so that the anchor rod does not deviate, or the offset is small.
本申请公开了一种构造钢柱的安装方法及场馆的建筑方法。根据本申请的第一方面实施例的构造钢柱的安装方法，包括如下步骤：在钢筋的周侧搭建模板；在模板上安装定位结构；将锚杆沿竖直方向穿设定位结构；在模板内浇筑混凝土，使得混凝土埋没部分锚杆，以使锚杆固定，且混凝土的浇筑高度不超过定位结构；拆除定位结构；安装构造钢柱。根据本申请的第一方面的构造钢柱的安装方法，至少具有如下有益效果：可以理解的是，锚杆通过定位结构固定，由于定位结构是安装在模板上的，即锚杆通过定位结构固定在模板上，在混凝土浇筑的过程中，模板不会受影响造成位置偏移，或者收到的影响较小，从而，锚杆也不会发生偏移，或者偏移量较小。
Installation method of constructional steel column and construction method of venue
The invention discloses an installation method of a constructional steel column and a construction method of a venue. The mounting method of the constructional steel column according to the embodiment of the first aspect of the application comprises the following steps of: constructing a template on the peripheral side of a steel bar; mounting a positioning structure on the template; the anchor rod penetrates through the positioning structure in the vertical direction; concrete is poured into the formwork, so that part of the anchor rod is buried in the concrete, the anchor rod is fixed, and the pouring height of the concrete does not exceed the positioning structure; dismounting the positioning structure; and installing the constructional steel column. The mounting method of the constructional steel column at least has the following beneficial effects that it can be understood that the anchor rod is fixed through the positioning structure, and due to the fact that the positioning structure is mounted on the formwork, namely the anchor rod is fixed to the formwork through the positioning structure, in the concrete pouring process, the formwork cannot be affected to cause position deviation, and the construction quality is improved; or the influence on the anchor rod is small, so that the anchor rod does not deviate, or the offset is small.
本申请公开了一种构造钢柱的安装方法及场馆的建筑方法。根据本申请的第一方面实施例的构造钢柱的安装方法，包括如下步骤：在钢筋的周侧搭建模板；在模板上安装定位结构；将锚杆沿竖直方向穿设定位结构；在模板内浇筑混凝土，使得混凝土埋没部分锚杆，以使锚杆固定，且混凝土的浇筑高度不超过定位结构；拆除定位结构；安装构造钢柱。根据本申请的第一方面的构造钢柱的安装方法，至少具有如下有益效果：可以理解的是，锚杆通过定位结构固定，由于定位结构是安装在模板上的，即锚杆通过定位结构固定在模板上，在混凝土浇筑的过程中，模板不会受影响造成位置偏移，或者收到的影响较小，从而，锚杆也不会发生偏移，或者偏移量较小。
Installation method of constructional steel column and construction method of venue
构造钢柱的安装方法及场馆的建筑方法
XU QIGUAN (author) / WANG LIZHI (author) / TANG KAIFENG (author) / DENG DEYUAN (author) / FAN XUMING (author) / LIANG ZHIHUI (author) / QUAN LIN (author) / WANG HUAN (author)
2023-03-07
Patent
Electronic Resource
Chinese
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