A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Novel steel structure column base construction method
The invention discloses a novel steel structure column base construction method, and relates to the technical field of building construction. The novel steel structure column base construction method specifically comprises the following steps that S1, related materials are prepared and comprise an embedded part anchor plate, an embedded part round steel pipe anchor bar, a rubber bottom plate, asphalt hemp threads, a foundation anchor bolt and a steel column bottom plate, and S2, a hole 1 and a hole 2 which are the same as the round steel pipe anchor bar in position and size are formed in the rubber bottom plate. Compared with a traditional steel column base construction technology, the novel steel structure column base construction method has the advantages that construction is convenient, column base leveling is relatively easy to control, wet operation of secondary concrete pouring is reduced, meanwhile, rapid installation of a steel column and rapid unhooking of a crane are achieved, and in addition, the construction efficiency is improved. The relatively tedious construction mode of reserving a trapezoidal groove is avoided, the embedded part-rubber bottom plate construction technology is adopted, the column bottom shear resistance requirement is met, meanwhile, the column bottom bending moment is reduced, stress is definite, installation is convenient, and seismic resistance is facilitated.
本发明公开了一种新型钢结构柱脚施工方法，涉及建筑施工技术领域。该新型钢结构柱脚施工方法，具体操作如下：S1、准备相关材料，相关材料包括：预埋件锚板、预埋件圆钢管锚筋、橡胶底板、沥青麻丝、地脚锚栓以及钢柱底板，S2、在橡胶底板处开设与圆钢管锚筋位置及大小相同的孔1和孔2。该新型钢结构柱脚施工方法，相较于传统的钢柱柱脚施工工艺，这种做法具有施工便捷，柱脚调平相对容易控制，并且减少了二次浇筑混凝土的湿作业，同时实现了钢柱的快速安装及吊车快速摘钩，此外，避免了预留梯形槽这种相对繁琐的施工方式，采用预埋件‑橡胶底板施工工艺，在满足柱底抗剪需求的同时减小了柱底弯矩，受力明确，方便安装，有利于抗震。
Novel steel structure column base construction method
The invention discloses a novel steel structure column base construction method, and relates to the technical field of building construction. The novel steel structure column base construction method specifically comprises the following steps that S1, related materials are prepared and comprise an embedded part anchor plate, an embedded part round steel pipe anchor bar, a rubber bottom plate, asphalt hemp threads, a foundation anchor bolt and a steel column bottom plate, and S2, a hole 1 and a hole 2 which are the same as the round steel pipe anchor bar in position and size are formed in the rubber bottom plate. Compared with a traditional steel column base construction technology, the novel steel structure column base construction method has the advantages that construction is convenient, column base leveling is relatively easy to control, wet operation of secondary concrete pouring is reduced, meanwhile, rapid installation of a steel column and rapid unhooking of a crane are achieved, and in addition, the construction efficiency is improved. The relatively tedious construction mode of reserving a trapezoidal groove is avoided, the embedded part-rubber bottom plate construction technology is adopted, the column bottom shear resistance requirement is met, meanwhile, the column bottom bending moment is reduced, stress is definite, installation is convenient, and seismic resistance is facilitated.
本发明公开了一种新型钢结构柱脚施工方法，涉及建筑施工技术领域。该新型钢结构柱脚施工方法，具体操作如下：S1、准备相关材料，相关材料包括：预埋件锚板、预埋件圆钢管锚筋、橡胶底板、沥青麻丝、地脚锚栓以及钢柱底板，S2、在橡胶底板处开设与圆钢管锚筋位置及大小相同的孔1和孔2。该新型钢结构柱脚施工方法，相较于传统的钢柱柱脚施工工艺，这种做法具有施工便捷，柱脚调平相对容易控制，并且减少了二次浇筑混凝土的湿作业，同时实现了钢柱的快速安装及吊车快速摘钩，此外，避免了预留梯形槽这种相对繁琐的施工方式，采用预埋件‑橡胶底板施工工艺，在满足柱底抗剪需求的同时减小了柱底弯矩，受力明确，方便安装，有利于抗震。
Novel steel structure column base construction method
一种新型钢结构柱脚施工方法
WANG CHANGBIN (author) / LIU LIMING (author) / SUN LINA (author) / ZHAO YAOHUI (author) / WANG YUNJIE (author) / KE SANBIN (author)
2023-08-25
Patent
Electronic Resource
Chinese
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