Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The invention discloses a bidirectional dense rib cavity floor system module for a steel structure and a construction method of the bidirectional dense rib cavity floor system module, and relates to the technical field of fabricated buildings. The bidirectional dense rib cavity floor system module is integrally formed by prefabricating at least two parallel longitudinal steel dense rib beams, at least two parallel transverse steel dense rib beams, at least one bottom plate, at least one cavity component and at least one integrated pipeline piece; the longitudinal steel rib beams and the transverse steel rib beams are arranged in a crossed mode, the bottom plate is located at the bottom of a space defined by the longitudinal steel rib beams and the transverse steel rib beams, and steel in the longitudinal steel rib beams and steel in the transverse steel rib beams are connected with steel bars of the bottom plate respectively and are poured and tamped into a whole through concrete. The integrated pipeline piece is fixed on the bottom plate, and the cavity component is fixed on the bottom plate; the bidirectional dense rib cavity floor system module for the steel structure is high in industrialization degree, the construction time is saved, the number of formwork supporting rods is reduced, the construction period is shortened, and the cost can be effectively reduced.
本发明公开了一种钢结构用双向密肋空腔楼盖模块及其施工方法,涉及装配式建筑技术领域,由至少2根平行的纵向型钢密肋梁、至少2根平行的横向型钢密肋梁、至少1块底板、至少1个空腔构件和至少1个集成管道件预制一体成形的,纵向型钢密肋梁与横向型钢密肋梁交叉设置,底板位于纵向型钢密肋梁与横向型钢密肋梁围合空间的底部,纵向型钢密肋梁中的型钢和横向型钢密肋梁中的型钢分别与底板的钢筋连接,并通过混凝土浇捣成一体,集成管道件固定在底板的上面,空腔构件固定在底板的上面;本发明中的一种钢结构用双向密肋空腔楼盖模块工业化程度高,节省施工时间,减少了支模撑杆的数量,节约工期,可有效降低成本。
The invention discloses a bidirectional dense rib cavity floor system module for a steel structure and a construction method of the bidirectional dense rib cavity floor system module, and relates to the technical field of fabricated buildings. The bidirectional dense rib cavity floor system module is integrally formed by prefabricating at least two parallel longitudinal steel dense rib beams, at least two parallel transverse steel dense rib beams, at least one bottom plate, at least one cavity component and at least one integrated pipeline piece; the longitudinal steel rib beams and the transverse steel rib beams are arranged in a crossed mode, the bottom plate is located at the bottom of a space defined by the longitudinal steel rib beams and the transverse steel rib beams, and steel in the longitudinal steel rib beams and steel in the transverse steel rib beams are connected with steel bars of the bottom plate respectively and are poured and tamped into a whole through concrete. The integrated pipeline piece is fixed on the bottom plate, and the cavity component is fixed on the bottom plate; the bidirectional dense rib cavity floor system module for the steel structure is high in industrialization degree, the construction time is saved, the number of formwork supporting rods is reduced, the construction period is shortened, and the cost can be effectively reduced.
本发明公开了一种钢结构用双向密肋空腔楼盖模块及其施工方法,涉及装配式建筑技术领域,由至少2根平行的纵向型钢密肋梁、至少2根平行的横向型钢密肋梁、至少1块底板、至少1个空腔构件和至少1个集成管道件预制一体成形的,纵向型钢密肋梁与横向型钢密肋梁交叉设置,底板位于纵向型钢密肋梁与横向型钢密肋梁围合空间的底部,纵向型钢密肋梁中的型钢和横向型钢密肋梁中的型钢分别与底板的钢筋连接,并通过混凝土浇捣成一体,集成管道件固定在底板的上面,空腔构件固定在底板的上面;本发明中的一种钢结构用双向密肋空腔楼盖模块工业化程度高,节省施工时间,减少了支模撑杆的数量,节约工期,可有效降低成本。
Bidirectional dense rib cavity floor system module for steel structure and construction method of bidirectional dense rib cavity floor system module
一种钢结构用双向密肋空腔楼盖模块及其施工方法
29.03.2022
Patent
Elektronische Ressource
Chinesisch
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