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Beam-slab joint of steel structure house and construction method of beam-slab joint
The invention relates to the field of steel structure buildings, in particular to a steel structure house beam-slab joint and a construction method thereof. Through the bearing plates fixedly arranged on the I-shaped steel beams, the floor bearing plates are connected with the bearing plates, then the beam plate joints are further combined through the transverse steel bars, the plate bottom elevation of the floor bearing plates is reduced compared with the prior art, and therefore the clear floor height of a steel structure house is increased. Construction of the steel structure house beam-slab joint can be achieved through the steps of S1 prefabrication, S2 paying off, S3 hoisting, S4 floor support plate installation, S5 plate rib arrangement and S6 cast-in-place floor slab concrete pouring. The building structure has the advantages that the clear height of a floor is increased on the premise that the size and shape of a building structural component are not changed and the stability of the building structure is ensured, and a building user has better use experience.
本申请涉及钢结构建筑领域,尤其是涉及钢结构房屋梁板节点及其施工方法,包括工字钢梁、楼承板和横向钢筋。通过工字钢梁梁上固定设置的承托板,让楼承板与承托板连接,再通过横向钢筋使得梁板节点进一步结合,使得楼承板的板底标高相较于现有技术得到降低,从而使得钢结构房屋的楼层净高增大。通过S1、预制→S2、放线→S3、吊装→S4、楼承板安装→S5、板筋布置→S6、现浇楼板混凝土浇筑即可实现本申请钢结构房屋梁板节点的施工。本申请具有在不改变房屋结构构件尺寸形状、确保房屋结构稳定性的前提下来增加楼层的净高,让房屋使用者有更好的使用体验的效果。
Beam-slab joint of steel structure house and construction method of beam-slab joint
The invention relates to the field of steel structure buildings, in particular to a steel structure house beam-slab joint and a construction method thereof. Through the bearing plates fixedly arranged on the I-shaped steel beams, the floor bearing plates are connected with the bearing plates, then the beam plate joints are further combined through the transverse steel bars, the plate bottom elevation of the floor bearing plates is reduced compared with the prior art, and therefore the clear floor height of a steel structure house is increased. Construction of the steel structure house beam-slab joint can be achieved through the steps of S1 prefabrication, S2 paying off, S3 hoisting, S4 floor support plate installation, S5 plate rib arrangement and S6 cast-in-place floor slab concrete pouring. The building structure has the advantages that the clear height of a floor is increased on the premise that the size and shape of a building structural component are not changed and the stability of the building structure is ensured, and a building user has better use experience.
本申请涉及钢结构建筑领域,尤其是涉及钢结构房屋梁板节点及其施工方法,包括工字钢梁、楼承板和横向钢筋。通过工字钢梁梁上固定设置的承托板,让楼承板与承托板连接,再通过横向钢筋使得梁板节点进一步结合,使得楼承板的板底标高相较于现有技术得到降低,从而使得钢结构房屋的楼层净高增大。通过S1、预制→S2、放线→S3、吊装→S4、楼承板安装→S5、板筋布置→S6、现浇楼板混凝土浇筑即可实现本申请钢结构房屋梁板节点的施工。本申请具有在不改变房屋结构构件尺寸形状、确保房屋结构稳定性的前提下来增加楼层的净高,让房屋使用者有更好的使用体验的效果。
Beam-slab joint of steel structure house and construction method of beam-slab joint
钢结构房屋梁板节点及其施工方法
ZHAO QIANG (Autor:in) / LI QING (Autor:in) / DONG CHUNSHAN (Autor:in) / LI FEI (Autor:in) / XU HAIGEN (Autor:in) / LEI JIAN (Autor:in) / FEI XIANG (Autor:in)
14.04.2023
Patent
Elektronische Ressource
Chinesisch
Hollow slab hinge joint structure, hollow slab beam and construction method of hollow slab beam
Europäisches Patentamt | 2023
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