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Top beam and concrete support connecting joint construction method and joint structure
The invention relates to a top beam and concrete support connecting joint construction method and a joint structure, and the method comprises the following steps: hoisting a prefabricated concrete support, hoisting the end part of the concrete support to the top surface of a pre-constructed fender post, and enabling the end surface of the concrete support to be provided with a pull buckle structure; the contact area of the concrete support and the top face of the fender post avoids an anchoring part, used for stretching into the top beam, of the top of the fender post, after the concrete support is hoisted to the end to be matched with the top face of the fender post, the top beam is poured above the fender post and the pull buckle structure, and the anchoring part on the top of the fender post stretches into the top beam. And the top beam part corresponding to the pull buckle structure also forms a pull buckle structure, the pull buckle structures of the top beam and the concrete support are engaged and matched, cyclic utilization of the concrete support is achieved by adopting the construction method, and the construction cost is reduced.
本发明涉及一种冠梁与混凝土支撑连接节点施工方法及节点结构，包括以下步骤：对预制的混凝土支撑进行吊装，将混凝土支撑的端部吊装至预先施工好的围护桩的顶面，其中，混凝土支撑的端面设有拉扣结构，混凝土支撑与围护桩顶面的接触区域避开围护桩顶部用于伸入冠梁的锚固件，混凝土支撑吊装至端部与围护桩顶面配合后，在围护桩及拉扣结构的上方浇筑冠梁，围护桩顶部的锚固件伸入冠梁中，拉扣结构对应的冠梁部分也形成拉扣结构，冠梁和混凝土支撑的拉扣结构咬合配合，采用本发明的施工方法实现了混凝土支撑的循环利用，降低了施工成本。
Top beam and concrete support connecting joint construction method and joint structure
The invention relates to a top beam and concrete support connecting joint construction method and a joint structure, and the method comprises the following steps: hoisting a prefabricated concrete support, hoisting the end part of the concrete support to the top surface of a pre-constructed fender post, and enabling the end surface of the concrete support to be provided with a pull buckle structure; the contact area of the concrete support and the top face of the fender post avoids an anchoring part, used for stretching into the top beam, of the top of the fender post, after the concrete support is hoisted to the end to be matched with the top face of the fender post, the top beam is poured above the fender post and the pull buckle structure, and the anchoring part on the top of the fender post stretches into the top beam. And the top beam part corresponding to the pull buckle structure also forms a pull buckle structure, the pull buckle structures of the top beam and the concrete support are engaged and matched, cyclic utilization of the concrete support is achieved by adopting the construction method, and the construction cost is reduced.
本发明涉及一种冠梁与混凝土支撑连接节点施工方法及节点结构，包括以下步骤：对预制的混凝土支撑进行吊装，将混凝土支撑的端部吊装至预先施工好的围护桩的顶面，其中，混凝土支撑的端面设有拉扣结构，混凝土支撑与围护桩顶面的接触区域避开围护桩顶部用于伸入冠梁的锚固件，混凝土支撑吊装至端部与围护桩顶面配合后，在围护桩及拉扣结构的上方浇筑冠梁，围护桩顶部的锚固件伸入冠梁中，拉扣结构对应的冠梁部分也形成拉扣结构，冠梁和混凝土支撑的拉扣结构咬合配合，采用本发明的施工方法实现了混凝土支撑的循环利用，降低了施工成本。
Top beam and concrete support connecting joint construction method and joint structure
一种冠梁与混凝土支撑连接节点施工方法及节点结构
MA JINGRUI (author) / HAN GANG (author) / ZHANG JIEZHEN (author) / WU HAIGANG (author) / GUO SHAOXIA (author) / CHEN QINGZHOU (author) / DONG PEIFENG (author)
2024-10-01
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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