Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Cast-in-place construction method for high-altitude coupling beam
The invention discloses a cast-in-place construction method for a high-altitude coupling beam. The cast-in-place construction method comprises the following steps: calculating a bearing load required by a formwork system; when a building main body is constructed, an installation opening is reserved in the side wall below a connecting beam, and a force transmission assembly is pre-buried; starting to erect a formwork system from an installation opening of the building main body, erecting an operation platform, erecting a stress beam, additionally arranging a support reinforcing assembly between the stress beam and a wall body, erecting a support and installing a formwork; casting a coupling beam in situ; and dismantling the formwork system. A common formwork is adopted to replace a floor type high formwork, a large amount of investment of a steel pipe scaffold is avoided, labor intensity is relieved, the occupied area is small, and vertical crossing operation is facilitated; meanwhile, the bearing capacity of the building structure is fully utilized, foundation reinforcement is not needed, procedures are simplified, and materials are saved; and the node technology adopts a pre-embedding and welding mode, so that monitoring management is convenient, and safety and reliability are achieved.
本发明公开了一种高空连梁现浇施工方法，包括如下步骤：计算支模体系所需承载荷载；楼主体施工时在连梁下方侧墙上预留安装口、预埋传力组件；自楼主体的安装口处开始搭设支模体系，搭设操作平台、搭设受力梁、在受力梁与墙体之间增设支撑加强组件、搭设支架、安装模板；现浇连梁；拆除支模体系。本发明采用普通支模替代落地式高支模，避免了钢管脚手架的大量投入，减轻了劳动强度，而且占用场地小，便于立体交叉作业；同时充分利用建筑结构自身的承载力，无需进行地基基础加固，简化了工序也节约了材料；而且节点工艺采用预埋、焊接的方式，便于监测管理、安全可靠。
Cast-in-place construction method for high-altitude coupling beam
The invention discloses a cast-in-place construction method for a high-altitude coupling beam. The cast-in-place construction method comprises the following steps: calculating a bearing load required by a formwork system; when a building main body is constructed, an installation opening is reserved in the side wall below a connecting beam, and a force transmission assembly is pre-buried; starting to erect a formwork system from an installation opening of the building main body, erecting an operation platform, erecting a stress beam, additionally arranging a support reinforcing assembly between the stress beam and a wall body, erecting a support and installing a formwork; casting a coupling beam in situ; and dismantling the formwork system. A common formwork is adopted to replace a floor type high formwork, a large amount of investment of a steel pipe scaffold is avoided, labor intensity is relieved, the occupied area is small, and vertical crossing operation is facilitated; meanwhile, the bearing capacity of the building structure is fully utilized, foundation reinforcement is not needed, procedures are simplified, and materials are saved; and the node technology adopts a pre-embedding and welding mode, so that monitoring management is convenient, and safety and reliability are achieved.
本发明公开了一种高空连梁现浇施工方法，包括如下步骤：计算支模体系所需承载荷载；楼主体施工时在连梁下方侧墙上预留安装口、预埋传力组件；自楼主体的安装口处开始搭设支模体系，搭设操作平台、搭设受力梁、在受力梁与墙体之间增设支撑加强组件、搭设支架、安装模板；现浇连梁；拆除支模体系。本发明采用普通支模替代落地式高支模，避免了钢管脚手架的大量投入，减轻了劳动强度，而且占用场地小，便于立体交叉作业；同时充分利用建筑结构自身的承载力，无需进行地基基础加固，简化了工序也节约了材料；而且节点工艺采用预埋、焊接的方式，便于监测管理、安全可靠。
Cast-in-place construction method for high-altitude coupling beam
一种高空连梁现浇施工方法
LING TAO (Autor:in) / TAN CHAO (Autor:in) / LIU HUAPING (Autor:in) / ZHOU JUNQIANG (Autor:in) / PENG XUEJUN (Autor:in) / TANG YU (Autor:in) / LIU YUNLONG (Autor:in) / LU XIN (Autor:in) / LIU WENTUO (Autor:in) / LONG MINGHUA (Autor:in)
03.06.2022
Patent
Elektronische Ressource
Chinesisch
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