Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Connecting structure for prefabricated beam column and construction method thereof
The invention relates to a connecting structure for a prefabricated beam column and a construction method thereof. The connecting structure comprises a prefabricated column and at least two prefabricated beams, a plurality of column ribs extend out of the prefabricated column, the at least two prefabricated beams are arranged at the periphery of the top face of the prefabricated column at intervals in a surrounding manner, and a beam-column joint area is defined by all the prefabricated beams and the top face of the prefabricated column; and a plurality of anchor bars extend out of the ends ofthe prefabricated beams, the column bars and the anchor bars extend into the beam-column joint area in a staggered manner, an interval is formed between the opposite anchor bars on the two prefabricated beams located on the same straight line, and the top face of the prefabricated column is provided with an external member capable of allowing the column bars and the anchor bars to penetrate through at the same time. The side face of the external member and the column face of the prefabricated column form an interval allowing the prefabricated beams to be in lap joint with the prefabricated column, a through hole is formed in the external member in a penetrating manner, and the hole diameter direction of the through hole extends in the length direction of the prefabricated column and is located in a ring defined by the multiple column ribs. The connecting structure has the effect of solving the problem that during lap joint of prefabricated beams and columns, the steel bar collision phenomenon occurs, and consequently the lap joint effect is poor.
本申请涉及一种用于预制梁柱的连接结构及其施工方法，其包括预制柱和至少两根预制梁，预制柱伸出有多根柱筋，至少两根预制梁间隔围设于预制柱的顶面外周，且所有预制梁与预制柱的顶面围成梁柱节点区，预制梁的端部伸出有多根锚筋，多根柱筋和多根锚筋交错伸入梁柱节点区，位于同一直线上的两根预制梁上的相对锚筋之间形成间距，预制柱的顶面设置有可被多根柱筋和多根锚筋同时穿过的套件，套件侧面与预制柱的柱面形成可供预制梁搭接在预制柱上的间距，套件贯穿开设有通孔，通孔的孔径方向沿预制柱的长度方向延伸并位于多根柱筋围绕形成的环内。本申请具有改善将预制梁、柱构件搭接时，出现钢筋碰撞的现象，导致搭接效果不佳的问题的效果。
Connecting structure for prefabricated beam column and construction method thereof
The invention relates to a connecting structure for a prefabricated beam column and a construction method thereof. The connecting structure comprises a prefabricated column and at least two prefabricated beams, a plurality of column ribs extend out of the prefabricated column, the at least two prefabricated beams are arranged at the periphery of the top face of the prefabricated column at intervals in a surrounding manner, and a beam-column joint area is defined by all the prefabricated beams and the top face of the prefabricated column; and a plurality of anchor bars extend out of the ends ofthe prefabricated beams, the column bars and the anchor bars extend into the beam-column joint area in a staggered manner, an interval is formed between the opposite anchor bars on the two prefabricated beams located on the same straight line, and the top face of the prefabricated column is provided with an external member capable of allowing the column bars and the anchor bars to penetrate through at the same time. The side face of the external member and the column face of the prefabricated column form an interval allowing the prefabricated beams to be in lap joint with the prefabricated column, a through hole is formed in the external member in a penetrating manner, and the hole diameter direction of the through hole extends in the length direction of the prefabricated column and is located in a ring defined by the multiple column ribs. The connecting structure has the effect of solving the problem that during lap joint of prefabricated beams and columns, the steel bar collision phenomenon occurs, and consequently the lap joint effect is poor.
本申请涉及一种用于预制梁柱的连接结构及其施工方法，其包括预制柱和至少两根预制梁，预制柱伸出有多根柱筋，至少两根预制梁间隔围设于预制柱的顶面外周，且所有预制梁与预制柱的顶面围成梁柱节点区，预制梁的端部伸出有多根锚筋，多根柱筋和多根锚筋交错伸入梁柱节点区，位于同一直线上的两根预制梁上的相对锚筋之间形成间距，预制柱的顶面设置有可被多根柱筋和多根锚筋同时穿过的套件，套件侧面与预制柱的柱面形成可供预制梁搭接在预制柱上的间距，套件贯穿开设有通孔，通孔的孔径方向沿预制柱的长度方向延伸并位于多根柱筋围绕形成的环内。本申请具有改善将预制梁、柱构件搭接时，出现钢筋碰撞的现象，导致搭接效果不佳的问题的效果。
Connecting structure for prefabricated beam column and construction method thereof
用于预制梁柱的连接结构及其施工方法
ZOU XIAOFENG (Autor:in) / JIANG DIBO (Autor:in) / WANG XIAOPENG (Autor:in) / REN JIANHUA (Autor:in)
08.12.2020
Patent
Elektronische Ressource
Chinesisch
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