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Steel platform combined type tower crane foundation machining method and construction method
The invention provides a machining method for a steel platform combined type tower crane foundation. The machining method comprises the steps that S1, cast-in-place piles of the tower crane foundation are prepared and installed; s2, a stand column of the tower crane foundation is prepared and installed in the target cast-in-place pile; s3, top sealing plate stiffening ribs are installed at the top ends of the steel pipe stand columns; s4, a steel platform body is installed at the top ends of the steel pipe stand columns; and S5, the steel pipe stand columns are welded, supported and reinforced. According to the machining method and the construction method of the steel platform combined type tower crane foundation, the processes of cast-in-situ bored pile preparation, steel pipe stand column construction and steel platform connection are finely optimized, specific structure and parameter adjustment is creatively carried out, and compared with a conventional machining process, the machining method has the advantages that the machining efficiency is greatly improved; the connecting quality and the machining precision degree are greatly improved through the special connecting process and structure, meanwhile, the advantages of being simple and efficient in machining process, high in stability and strength, capable of saving cost and the like are achieved, and wide use prospects and value are achieved in the industry.
本发明提供了一种钢平台组合式塔吊基础加工方法，其包括：S1、制备并安装塔吊基础的灌注桩；S2、在所述目标灌注桩中制备并安装塔吊基础的立柱；S3、在所述钢管立柱顶端安装顶封板加劲肋；S4、在所述钢管立柱顶端安装钢平台台体；S5、将所述钢管立柱焊接支撑加强。本发明所述的钢平台组合式塔吊基础加工方法及施工方法，对于制备钻孔灌注桩、钢管立柱施工以及钢平台连接过程进行细致优化，并创造性地进行具体结构以及参数调节，相比于常规加工工艺来说，本申请不仅通过特殊连接过程及结构使连接质量以及加工精确程度大幅度提高，同时兼具加工过程简单高效、稳定性及强度高以及节约成本等优势，在本行业内具有广阔使用前景和价值。
Steel platform combined type tower crane foundation machining method and construction method
The invention provides a machining method for a steel platform combined type tower crane foundation. The machining method comprises the steps that S1, cast-in-place piles of the tower crane foundation are prepared and installed; s2, a stand column of the tower crane foundation is prepared and installed in the target cast-in-place pile; s3, top sealing plate stiffening ribs are installed at the top ends of the steel pipe stand columns; s4, a steel platform body is installed at the top ends of the steel pipe stand columns; and S5, the steel pipe stand columns are welded, supported and reinforced. According to the machining method and the construction method of the steel platform combined type tower crane foundation, the processes of cast-in-situ bored pile preparation, steel pipe stand column construction and steel platform connection are finely optimized, specific structure and parameter adjustment is creatively carried out, and compared with a conventional machining process, the machining method has the advantages that the machining efficiency is greatly improved; the connecting quality and the machining precision degree are greatly improved through the special connecting process and structure, meanwhile, the advantages of being simple and efficient in machining process, high in stability and strength, capable of saving cost and the like are achieved, and wide use prospects and value are achieved in the industry.
本发明提供了一种钢平台组合式塔吊基础加工方法，其包括：S1、制备并安装塔吊基础的灌注桩；S2、在所述目标灌注桩中制备并安装塔吊基础的立柱；S3、在所述钢管立柱顶端安装顶封板加劲肋；S4、在所述钢管立柱顶端安装钢平台台体；S5、将所述钢管立柱焊接支撑加强。本发明所述的钢平台组合式塔吊基础加工方法及施工方法，对于制备钻孔灌注桩、钢管立柱施工以及钢平台连接过程进行细致优化，并创造性地进行具体结构以及参数调节，相比于常规加工工艺来说，本申请不仅通过特殊连接过程及结构使连接质量以及加工精确程度大幅度提高，同时兼具加工过程简单高效、稳定性及强度高以及节约成本等优势，在本行业内具有广阔使用前景和价值。
Steel platform combined type tower crane foundation machining method and construction method
一种钢平台组合式塔吊基础加工方法及施工方法
HE GUOSHAN (author) / ZHANG HUA (author) / ZHANG JIAN (author) / WANG JIANGWEI (author) / JIA JUNFENG (author) / LIU XIAOCHAO (author) / CUI YAXUE (author)
2024-08-30
Patent
Electronic Resource
Chinese
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