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Construction method of disc buckle-fastener combined composite support structure
The invention discloses a construction method of a disc buckle-fastener combined composite support structure. The construction method is characterized by comprising the following steps that S1, a foundation and a foundation are treated; s2, adjusting a base and a standard base; s3, erecting a disc buckle type bracket; S4, performing side wall waterproofing and steel bar binding; s5, the fastener type cross rods are installed; s6, the adjustable jacking structure is installed; s7, side wall formworks and primary and secondary ridges are installed; s8, a transverse jacking structure is adjusted; S9, primary and secondary ridges of the structural slab and a formwork are installed; s10, a vertical jacking structure is adjusted; s11, steel bars of the structural slab are bound; and S12, integrally pouring the side wall and the structural slab. According to the construction method of the disc buckle-fastener combined composite support structure, the structure is simple, the stability is good, implementation is convenient, the operation efficiency can be improved, and high practicability and good application prospects are achieved.
本发明公开了一种盘扣‑扣件式结合的复合型支架结构的施工方法,其特征在于:所述施工方法包括以下步骤:S1、地基与基础处理;S2、调整座及标准基座;S3、盘扣式支架搭设:S4、侧墙防水及钢筋绑扎;S5、扣件式横杆安装;S6、可调式顶托结构安装;S7、侧墙模板及主次楞安装;S8、调整横向顶托结构:S9、结构板主次楞及模板安装;S10、调整竖向顶托结构;S11、结构板钢筋绑扎;S12、侧墙及结构板整体浇筑。本发明盘扣‑扣件式结合的复合型支架结构的施工方法,结构简单,稳定性好,实施方便,可提高作业效率,具有较强的实用性和较好的应用前景。
Construction method of disc buckle-fastener combined composite support structure
The invention discloses a construction method of a disc buckle-fastener combined composite support structure. The construction method is characterized by comprising the following steps that S1, a foundation and a foundation are treated; s2, adjusting a base and a standard base; s3, erecting a disc buckle type bracket; S4, performing side wall waterproofing and steel bar binding; s5, the fastener type cross rods are installed; s6, the adjustable jacking structure is installed; s7, side wall formworks and primary and secondary ridges are installed; s8, a transverse jacking structure is adjusted; S9, primary and secondary ridges of the structural slab and a formwork are installed; s10, a vertical jacking structure is adjusted; s11, steel bars of the structural slab are bound; and S12, integrally pouring the side wall and the structural slab. According to the construction method of the disc buckle-fastener combined composite support structure, the structure is simple, the stability is good, implementation is convenient, the operation efficiency can be improved, and high practicability and good application prospects are achieved.
本发明公开了一种盘扣‑扣件式结合的复合型支架结构的施工方法,其特征在于:所述施工方法包括以下步骤:S1、地基与基础处理;S2、调整座及标准基座;S3、盘扣式支架搭设:S4、侧墙防水及钢筋绑扎;S5、扣件式横杆安装;S6、可调式顶托结构安装;S7、侧墙模板及主次楞安装;S8、调整横向顶托结构:S9、结构板主次楞及模板安装;S10、调整竖向顶托结构;S11、结构板钢筋绑扎;S12、侧墙及结构板整体浇筑。本发明盘扣‑扣件式结合的复合型支架结构的施工方法,结构简单,稳定性好,实施方便,可提高作业效率,具有较强的实用性和较好的应用前景。
Construction method of disc buckle-fastener combined composite support structure
一种盘扣-扣件式结合的复合型支架结构的施工方法
YOU GUANJUN (Autor:in) / TAN XIAOFENG (Autor:in) / YANG JIE (Autor:in) / LIU YIHAO (Autor:in) / TAN ZHUQING (Autor:in) / LIU JIARUI (Autor:in) / YAN XINYU (Autor:in)
24.10.2023
Patent
Elektronische Ressource
Chinesisch
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