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Beam-column joint integrated cast-in-place formwork construction method
The invention discloses a beam-column joint integrated cast-in-place formwork construction method which comprises the following steps: S1, determining the positions of beam-column structures at all joints of a floor, classifying and numbering the joints according to the sizes of the corresponding joints, and formulating a corresponding formwork scheme; s2, according to the corresponding formwork scheme, prefabricating connecting modules matched with the beam columns at the joints in size, and making corresponding classification and numbering; s3, according to the corresponding numbers, the connecting modules are integrally installed on the corresponding column formwork bodies and the corresponding beam formwork bodies; according to the construction method of the beam-column joint integrated cast-in-place formwork, the construction efficiency is improved through the construction methods of classified numbering, connection module prefabrication and overall installation; and meanwhile, when the connecting module is prefabricated, the size and the surface smoothness of the connecting module can be strictly controlled, and the pouring forming quality of the beam-column connecting joint is improved.
本发明公开了一种梁柱节点一体化现浇模板施工方法,包括如下步骤:S1:对楼层所有节点处的梁柱结构进行位置的确定,根据对应节点的尺寸对节点进行分类和编号,制定相应的模板方案;S2:根据相应的模板方案预制与各节点处的梁柱尺寸匹配的连接模组,并做好相应的分类和编号;S3:将根据对应的编号,将连接模组整体安装到对应的柱模本体、梁模本体上去;本发明提供的梁柱节点一体化现浇模板施工方法中,通过分类编号,以及预制连接模组、整体安装的施工方法,提高了施工效率;同时连接模组预制时利于对连接模组的尺寸大小和表面光滑度进行严格控制,提升梁柱连接节点处的浇筑成型质量。
Beam-column joint integrated cast-in-place formwork construction method
The invention discloses a beam-column joint integrated cast-in-place formwork construction method which comprises the following steps: S1, determining the positions of beam-column structures at all joints of a floor, classifying and numbering the joints according to the sizes of the corresponding joints, and formulating a corresponding formwork scheme; s2, according to the corresponding formwork scheme, prefabricating connecting modules matched with the beam columns at the joints in size, and making corresponding classification and numbering; s3, according to the corresponding numbers, the connecting modules are integrally installed on the corresponding column formwork bodies and the corresponding beam formwork bodies; according to the construction method of the beam-column joint integrated cast-in-place formwork, the construction efficiency is improved through the construction methods of classified numbering, connection module prefabrication and overall installation; and meanwhile, when the connecting module is prefabricated, the size and the surface smoothness of the connecting module can be strictly controlled, and the pouring forming quality of the beam-column connecting joint is improved.
本发明公开了一种梁柱节点一体化现浇模板施工方法,包括如下步骤:S1:对楼层所有节点处的梁柱结构进行位置的确定,根据对应节点的尺寸对节点进行分类和编号,制定相应的模板方案;S2:根据相应的模板方案预制与各节点处的梁柱尺寸匹配的连接模组,并做好相应的分类和编号;S3:将根据对应的编号,将连接模组整体安装到对应的柱模本体、梁模本体上去;本发明提供的梁柱节点一体化现浇模板施工方法中,通过分类编号,以及预制连接模组、整体安装的施工方法,提高了施工效率;同时连接模组预制时利于对连接模组的尺寸大小和表面光滑度进行严格控制,提升梁柱连接节点处的浇筑成型质量。
Beam-column joint integrated cast-in-place formwork construction method
梁柱节点一体化现浇模板施工方法
LI ZHENGNING (Autor:in) / YANG YANG (Autor:in) / HUANG YONGDONG (Autor:in) / ZHANG YE (Autor:in)
21.07.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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