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Overhead beam type platform and construction method thereof
The invention provides an overhead beam type platform. The overhead beam type platform comprises a steel platform, a base and a plurality of supporting legs which are arranged in parallel and vertically. The base is rotationally connected with one end of each supporting leg, the other end of each supporting leg is connected with the steel platform, layer-by-layer hoisting installation is achieved through the space in a beam lattice, convenience and rapidness are achieved, a whole-platform working face is provided, and safety and high efficiency are achieved. For the situation that a bottom support foundation has the risk of water soaking and instability or the lower space cannot be occupied for a long time, the construction problem of the multi-layer frame beam column structure can be effectively solved, construction by erecting a scaffold from the bottom is replaced with an interlayer overhead steel platform, and the occupied time of the lower foundation can be greatly shortened. The supporting legs can rotate on the horizontal plane, so that the supporting beams can be recycled, the steel platform can finish construction of all cross beams and straining beams in the vertical direction except for the position below the top-layer panel, the top-layer panel can be constructed only by additionally building a scaffold of about 1-2 m on the steel platform, and construction is convenient and fast.
本发明提出一种架空梁式平台包括:钢平台、底座、若干个平行且竖直布设的支腿,所述支腿。所述底座与所述支腿的一端转动连接,所述支腿的另一端与所述钢平台连接,利用梁格内空间逐层吊装安装,方便快捷,提供全平台作业面,安全高效。对于底部支架基础存在泡水失稳风险,或者下部空间无法长期占用情况,本发明能够有效解决此类多层框格梁柱结构施工问题,以层间架空钢平台替代从底部搭设脚手架施工,能够极大减少下部地基占用时间。支腿可在水平面上旋转,使得托梁可回收,该钢平台就完成在垂直方向上除了顶层面板以下的所有横梁、系梁的施工,而顶层面板只需在该钢平台上加搭1‑2m左右的脚手架即可施工,方便快捷。
Overhead beam type platform and construction method thereof
The invention provides an overhead beam type platform. The overhead beam type platform comprises a steel platform, a base and a plurality of supporting legs which are arranged in parallel and vertically. The base is rotationally connected with one end of each supporting leg, the other end of each supporting leg is connected with the steel platform, layer-by-layer hoisting installation is achieved through the space in a beam lattice, convenience and rapidness are achieved, a whole-platform working face is provided, and safety and high efficiency are achieved. For the situation that a bottom support foundation has the risk of water soaking and instability or the lower space cannot be occupied for a long time, the construction problem of the multi-layer frame beam column structure can be effectively solved, construction by erecting a scaffold from the bottom is replaced with an interlayer overhead steel platform, and the occupied time of the lower foundation can be greatly shortened. The supporting legs can rotate on the horizontal plane, so that the supporting beams can be recycled, the steel platform can finish construction of all cross beams and straining beams in the vertical direction except for the position below the top-layer panel, the top-layer panel can be constructed only by additionally building a scaffold of about 1-2 m on the steel platform, and construction is convenient and fast.
本发明提出一种架空梁式平台包括:钢平台、底座、若干个平行且竖直布设的支腿,所述支腿。所述底座与所述支腿的一端转动连接,所述支腿的另一端与所述钢平台连接,利用梁格内空间逐层吊装安装,方便快捷,提供全平台作业面,安全高效。对于底部支架基础存在泡水失稳风险,或者下部空间无法长期占用情况,本发明能够有效解决此类多层框格梁柱结构施工问题,以层间架空钢平台替代从底部搭设脚手架施工,能够极大减少下部地基占用时间。支腿可在水平面上旋转,使得托梁可回收,该钢平台就完成在垂直方向上除了顶层面板以下的所有横梁、系梁的施工,而顶层面板只需在该钢平台上加搭1‑2m左右的脚手架即可施工,方便快捷。
Overhead beam type platform and construction method thereof
一种架空梁式平台及其施工方法
LIAO SHIQIANG (author) / ZHU CHANGSHU (author) / LU HESHENG (author) / WANG PEIYIN (author) / HUANG XISHUANG (author) / SONG YUANSHENG (author) / LI HONGGANG (author) / YUAN HAO (author)
2024-02-13
Patent
Electronic Resource
Chinese
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
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