Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Integrally-assembled concrete overlapping structure system and construction method thereof
The invention discloses an integrally-assembled concrete overlapping structure system and a construction method thereof. Prefabricated overlapping columns, prefabricated overlapping beams as well as load-bearing steel bars, namely first reinforcement cages, second reinforcement cages and truss steel bars of prefabricated overlapping plates are prefabricated therein, so load-bearing steel bars do not need to be installed on site as long as connecting steel bars at joints of beam columns, longitudinal load-bearing steel bars positioned at the upper parts of the overlapping beams and upper and lower steel bars which are vertical to the truss steel bars in the overlapping plate are installed, and thus the workload for binding the steel bars on site is greatly reduced. By utilizing the integrally-assembled concrete overlapping structure system disclosed by the invention, the construction quality can be effectively improved, the construction progress can be quickened, the labor productivitycan be improved, the cost can be lowered and civilized construction can be realized.
本发明公开了一种装配整体式混凝土叠合结构体系及其施工方法，通过将所述预制叠合柱、所述预制叠合梁以及所述预制叠合板的受力钢筋也即所述第一钢筋笼、所述第二钢筋笼以及所述桁架钢筋预制在其中，因此，在现场无需再安装受力钢筋，只需安装梁柱节点处的连接钢筋、叠合梁上部纵向受力钢筋和叠合板中垂直桁架钢筋方向的上下钢筋即可，大大减少了现场绑扎钢筋的工作量。利用本发明提出的技术方案可以有效提高工程质量、加快施工进度、提高劳动生产率以及降低成本和实现文明施工。
Integrally-assembled concrete overlapping structure system and construction method thereof
The invention discloses an integrally-assembled concrete overlapping structure system and a construction method thereof. Prefabricated overlapping columns, prefabricated overlapping beams as well as load-bearing steel bars, namely first reinforcement cages, second reinforcement cages and truss steel bars of prefabricated overlapping plates are prefabricated therein, so load-bearing steel bars do not need to be installed on site as long as connecting steel bars at joints of beam columns, longitudinal load-bearing steel bars positioned at the upper parts of the overlapping beams and upper and lower steel bars which are vertical to the truss steel bars in the overlapping plate are installed, and thus the workload for binding the steel bars on site is greatly reduced. By utilizing the integrally-assembled concrete overlapping structure system disclosed by the invention, the construction quality can be effectively improved, the construction progress can be quickened, the labor productivitycan be improved, the cost can be lowered and civilized construction can be realized.
本发明公开了一种装配整体式混凝土叠合结构体系及其施工方法，通过将所述预制叠合柱、所述预制叠合梁以及所述预制叠合板的受力钢筋也即所述第一钢筋笼、所述第二钢筋笼以及所述桁架钢筋预制在其中，因此，在现场无需再安装受力钢筋，只需安装梁柱节点处的连接钢筋、叠合梁上部纵向受力钢筋和叠合板中垂直桁架钢筋方向的上下钢筋即可，大大减少了现场绑扎钢筋的工作量。利用本发明提出的技术方案可以有效提高工程质量、加快施工进度、提高劳动生产率以及降低成本和实现文明施工。
Integrally-assembled concrete overlapping structure system and construction method thereof
一种装配整体式混凝土叠合结构体系及其施工方法
LU DAN (Autor:in) / CHEN YIHU (Autor:in) / ZHANG MIN (Autor:in) / LIU ZHILONG (Autor:in)
29.05.2020
Patent
Elektronische Ressource
Chinesisch
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