Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Fabricated reinforced concrete joint and construction method thereof
The assembly type reinforced concrete joint comprises an upper prefabricated column, a lower prefabricated column, a cross beam, an upper connecting sleeve, a lower connecting sleeve and cross-shaped steel, the cross-shaped steel is arranged on the top face of the upper connecting sleeve and the bottom face of the lower connecting sleeve, and the upper connecting sleeve is prefabricated at the bottom end of the upper prefabricated column through the cross-shaped steel; the lower connecting sleeve is prefabricated at the top end of the lower prefabricated column through the cross-shaped steel, the lower connecting sleeve is inserted and fixed in the upper connecting sleeve, and the cross beam is installed on the side face of an inserting body of the upper connecting sleeve and the lower connecting sleeve. The construction method comprises the following steps that firstly, the upper prefabricated column is prefabricated; secondly, a lower prefabricated column is prefabricated; step 3, prefabricating a cross beam; fourthly, the lower prefabricated column is hoisted; fifthly, the upper prefabricated column is hoisted; sixthly, the upper prefabricated column and the lower prefabricated column are connected; seventhly, the upper prefabricated column and the lower prefabricated column are reinforced; and the like. The joint is reliable in connection quality, steel bars in a joint area can be prevented from being dense, the construction method is high in efficiency, and the construction quality is guaranteed.
本发明公开了一种装配式钢筋混凝土节点，包括上预制柱、下预制柱、横梁、上连接套筒、下连接套筒和十字型钢，上连接套筒顶面和下连接套筒底面均设置有十字型钢，上连接套筒通过十字型钢预制在上预制柱底端，下连接套筒通过十字型钢预制在下预制柱顶端，下连接套筒插接固定在上连接套筒内，在上连接套筒和下连接套筒的插接体侧面安装有横梁。施工方法，包括以下步骤：步骤一，预制上预制柱；步骤二，预制下预制柱；步骤三，预制横梁；步骤四，吊装下预制柱；步骤五，吊装上预制柱；步骤六，连接上预制柱和下预制柱；步骤七，加固上预制柱和下预制柱；等。该节点连接质量可靠，还可避免节点区域钢筋密集，施工方法效率高、施工质量得以保证。
Fabricated reinforced concrete joint and construction method thereof
The assembly type reinforced concrete joint comprises an upper prefabricated column, a lower prefabricated column, a cross beam, an upper connecting sleeve, a lower connecting sleeve and cross-shaped steel, the cross-shaped steel is arranged on the top face of the upper connecting sleeve and the bottom face of the lower connecting sleeve, and the upper connecting sleeve is prefabricated at the bottom end of the upper prefabricated column through the cross-shaped steel; the lower connecting sleeve is prefabricated at the top end of the lower prefabricated column through the cross-shaped steel, the lower connecting sleeve is inserted and fixed in the upper connecting sleeve, and the cross beam is installed on the side face of an inserting body of the upper connecting sleeve and the lower connecting sleeve. The construction method comprises the following steps that firstly, the upper prefabricated column is prefabricated; secondly, a lower prefabricated column is prefabricated; step 3, prefabricating a cross beam; fourthly, the lower prefabricated column is hoisted; fifthly, the upper prefabricated column is hoisted; sixthly, the upper prefabricated column and the lower prefabricated column are connected; seventhly, the upper prefabricated column and the lower prefabricated column are reinforced; and the like. The joint is reliable in connection quality, steel bars in a joint area can be prevented from being dense, the construction method is high in efficiency, and the construction quality is guaranteed.
本发明公开了一种装配式钢筋混凝土节点，包括上预制柱、下预制柱、横梁、上连接套筒、下连接套筒和十字型钢，上连接套筒顶面和下连接套筒底面均设置有十字型钢，上连接套筒通过十字型钢预制在上预制柱底端，下连接套筒通过十字型钢预制在下预制柱顶端，下连接套筒插接固定在上连接套筒内，在上连接套筒和下连接套筒的插接体侧面安装有横梁。施工方法，包括以下步骤：步骤一，预制上预制柱；步骤二，预制下预制柱；步骤三，预制横梁；步骤四，吊装下预制柱；步骤五，吊装上预制柱；步骤六，连接上预制柱和下预制柱；步骤七，加固上预制柱和下预制柱；等。该节点连接质量可靠，还可避免节点区域钢筋密集，施工方法效率高、施工质量得以保证。
Fabricated reinforced concrete joint and construction method thereof
一种装配式钢筋混凝土节点及其施工方法
CHEN YUN (Autor:in) / ZHENG WENBO (Autor:in) / LI LONGJIAN (Autor:in) / YANG LIANG (Autor:in) / KANG SHENGGUO (Autor:in)
13.02.2024
Patent
Elektronische Ressource
Chinesisch
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