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Construction method of prefabricated combination column of prefabricated assembly type reinforced concrete beam column steel joint
The invention relates to a construction method of a prefabricated combination column of a prefabricated assembly type reinforced concrete beam column steel joint, and belongs to the technical field of assembly type building structure construction. The prefabricated combination column is provided with an embedded steel structure connecting joint. The construction method comprises the following specific steps and methods of prefabricated combination column positioning line control, prefabricated combination column hoisting, prefabricated combination column alignment and temporary fixing, prefabricated combination column correction, prefabricated combination column final fixing and the like. According to the construction method, the assembly type construction speed and efficiency are effectively improved, and environmental pollution is reduced.
本发明涉及预制装配式钢筋混凝土梁柱钢节点预制组合柱的施工方法,属于装配式建筑结构施工技术领域。预制组合柱上设置有预埋钢结构连接节点,施工方法包括如下步骤:预制组合柱定位线控制、预制组合柱的吊装、预制组合柱的对位与临时固定、预制组合柱的校正以及预制组合柱的最后固定等具体步骤和方法。本发明的施工方法,有效的提高了装配式施工速度及效率,减少了环境污染。
Construction method of prefabricated combination column of prefabricated assembly type reinforced concrete beam column steel joint
The invention relates to a construction method of a prefabricated combination column of a prefabricated assembly type reinforced concrete beam column steel joint, and belongs to the technical field of assembly type building structure construction. The prefabricated combination column is provided with an embedded steel structure connecting joint. The construction method comprises the following specific steps and methods of prefabricated combination column positioning line control, prefabricated combination column hoisting, prefabricated combination column alignment and temporary fixing, prefabricated combination column correction, prefabricated combination column final fixing and the like. According to the construction method, the assembly type construction speed and efficiency are effectively improved, and environmental pollution is reduced.
本发明涉及预制装配式钢筋混凝土梁柱钢节点预制组合柱的施工方法,属于装配式建筑结构施工技术领域。预制组合柱上设置有预埋钢结构连接节点,施工方法包括如下步骤:预制组合柱定位线控制、预制组合柱的吊装、预制组合柱的对位与临时固定、预制组合柱的校正以及预制组合柱的最后固定等具体步骤和方法。本发明的施工方法,有效的提高了装配式施工速度及效率,减少了环境污染。
Construction method of prefabricated combination column of prefabricated assembly type reinforced concrete beam column steel joint
预制装配式钢筋混凝土梁柱钢节点预制组合柱的施工方法
XIAN DENGZHOU (Autor:in) / CAO JIANJUN (Autor:in) / ZHAO LIYA (Autor:in) / XIAO SHUAI (Autor:in) / LUO GANG (Autor:in) / JIA LIYONG (Autor:in) / DU LEI (Autor:in) / JIN HUANLIANG (Autor:in)
13.04.2021
Patent
Elektronische Ressource
Chinesisch
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