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Construction method of fabricated energy dissipation buttress connecting joint
The invention relates to the technical field of energy dissipation and shock absorption, and discloses a construction method of a fabricated energy dissipation buttress connecting joint. The construction method comprises the following steps of manufacturing a prefabricated upper buttress component; splicing the prefabricated upper buttress component and a prefabricated frame top beam; manufacturing a fixed end of a vertical adjusting component; installing the fixed end of the vertical adjusting component; manufacturing a prefabricated lower buttress component in a factory; manufacturing a prefabricated frame bottom beam in the factory; manufacturing a damper component in the factory; manufacturing other parts of the vertical adjusting component in the factory; and transporting other parts of an upper buttress-top beam assembly, the prefabricated lower buttress component, the prefabricated frame bottom beam, the damper component and the vertical adjusting component to a construction site, and installing the other parts. The construction method has the advantages of adjustable vertical size, convenience in installation, high construction efficiency, low processing precision requirement, wide application range, high practicability, good quality and good energy dissipation and shock absorption effects.
本发明涉及消能减震技术领域,公开了一种装配式消能支墩连接节点的施工方法,包括如下步骤:制作预制上支墩构件;对预制上支墩构件和预制框架顶梁进行拼装;制作竖向调节构件的固定端;对竖向调节构件的固定端进行安装;在工厂内制作预制下支墩构件;在工厂内制作预制框架底梁;在工厂内制作阻尼器构件;在工厂内制作竖向调节构件的其他零件;将上支墩-顶梁组合件、预制下支墩构件、预制框架底梁、阻尼器构件和竖向调节构件的其他零件运至施工现场并进行安装。本发明具有能调整竖向尺寸,安装方便,施工效率高,加工精度要求低,适用范围广,实用性强,且质量好,消能减振效果好的优点。
Construction method of fabricated energy dissipation buttress connecting joint
The invention relates to the technical field of energy dissipation and shock absorption, and discloses a construction method of a fabricated energy dissipation buttress connecting joint. The construction method comprises the following steps of manufacturing a prefabricated upper buttress component; splicing the prefabricated upper buttress component and a prefabricated frame top beam; manufacturing a fixed end of a vertical adjusting component; installing the fixed end of the vertical adjusting component; manufacturing a prefabricated lower buttress component in a factory; manufacturing a prefabricated frame bottom beam in the factory; manufacturing a damper component in the factory; manufacturing other parts of the vertical adjusting component in the factory; and transporting other parts of an upper buttress-top beam assembly, the prefabricated lower buttress component, the prefabricated frame bottom beam, the damper component and the vertical adjusting component to a construction site, and installing the other parts. The construction method has the advantages of adjustable vertical size, convenience in installation, high construction efficiency, low processing precision requirement, wide application range, high practicability, good quality and good energy dissipation and shock absorption effects.
本发明涉及消能减震技术领域,公开了一种装配式消能支墩连接节点的施工方法,包括如下步骤:制作预制上支墩构件;对预制上支墩构件和预制框架顶梁进行拼装;制作竖向调节构件的固定端;对竖向调节构件的固定端进行安装;在工厂内制作预制下支墩构件;在工厂内制作预制框架底梁;在工厂内制作阻尼器构件;在工厂内制作竖向调节构件的其他零件;将上支墩-顶梁组合件、预制下支墩构件、预制框架底梁、阻尼器构件和竖向调节构件的其他零件运至施工现场并进行安装。本发明具有能调整竖向尺寸,安装方便,施工效率高,加工精度要求低,适用范围广,实用性强,且质量好,消能减振效果好的优点。
Construction method of fabricated energy dissipation buttress connecting joint
一种装配式消能支墩连接节点的施工方法
ZHANG CHAO (author) / YU TIANHAO (author) / DENG XUESONG (author) / LIN RONGYUE (author)
2021-10-15
Patent
Electronic Resource
Chinese
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