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Roof truss structure sliding method
The invention provides a roof truss structure sliding method, which belongs to the technical field of buildings and comprises the following steps: S1, preparation work; a guide rail is placed on the top of the concrete column, a sliding block is fixedly connected with the bottom of the truss structure, then the truss structure is placed on the guide rail, and the sliding block is connected with the guide rail in a matched mode; s2, moving the truss structure; the truss structure moves to the upper part of the concrete column; s3, cutting the guide rail; the guide rails outside the bottom of the truss structure and outside the top of the concrete column are cut; s4, welding is conducted; and the bottom of the truss structure is welded to the top of the concrete column. The truss structure is directly moved to the top of the concrete column in a sliding mode, then the truss structure and the concrete column are directly welded after the truss structure is moved in place, and the jacking step is avoided, so that the overall process steps are shortened, and the construction period is shortened.
本发明提供的一种屋盖桁架结构滑移方法,属于建筑技术领域,包括步骤:S1、准备工作;将导轨放置在混凝土柱的顶部,将滑块与桁架结构的底部固定连接,然后将桁架结构放置在导轨上,并且滑块与导轨配合连接;S2、移动桁架结构;直至桁架结构移动到混凝土柱上方;S3、切割导轨;将桁架结构底部外侧与混凝土柱顶部外侧的导轨进行切割;S4、焊接;将桁架结构的底部的与混凝土柱的顶部进行焊接。本发明通过直接将桁架结构通过滑移的方式移动到混凝土柱的顶部,随后当桁架结构移动到位后直接将桁架结构与混凝土柱进行焊接,避免进行顶升步骤,从而缩短了整体工序步骤,减少了施工工期。
Roof truss structure sliding method
The invention provides a roof truss structure sliding method, which belongs to the technical field of buildings and comprises the following steps: S1, preparation work; a guide rail is placed on the top of the concrete column, a sliding block is fixedly connected with the bottom of the truss structure, then the truss structure is placed on the guide rail, and the sliding block is connected with the guide rail in a matched mode; s2, moving the truss structure; the truss structure moves to the upper part of the concrete column; s3, cutting the guide rail; the guide rails outside the bottom of the truss structure and outside the top of the concrete column are cut; s4, welding is conducted; and the bottom of the truss structure is welded to the top of the concrete column. The truss structure is directly moved to the top of the concrete column in a sliding mode, then the truss structure and the concrete column are directly welded after the truss structure is moved in place, and the jacking step is avoided, so that the overall process steps are shortened, and the construction period is shortened.
本发明提供的一种屋盖桁架结构滑移方法,属于建筑技术领域,包括步骤:S1、准备工作;将导轨放置在混凝土柱的顶部,将滑块与桁架结构的底部固定连接,然后将桁架结构放置在导轨上,并且滑块与导轨配合连接;S2、移动桁架结构;直至桁架结构移动到混凝土柱上方;S3、切割导轨;将桁架结构底部外侧与混凝土柱顶部外侧的导轨进行切割;S4、焊接;将桁架结构的底部的与混凝土柱的顶部进行焊接。本发明通过直接将桁架结构通过滑移的方式移动到混凝土柱的顶部,随后当桁架结构移动到位后直接将桁架结构与混凝土柱进行焊接,避免进行顶升步骤,从而缩短了整体工序步骤,减少了施工工期。
Roof truss structure sliding method
一种屋盖桁架结构滑移方法
WANG TIANPING (author) / ZHANG CHAO (author) / WU XIAOJIAN (author) / GUO XIANHUI (author) / LI WEICE (author) / LI JIANG (author)
2024-06-07
Patent
Electronic Resource
Chinese
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