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Cast-in-place reinforced concrete floor system
The invention relates to a cast-in-place reinforced concrete floor system, and relates to the technical field of floor systems, and the cast-in-place reinforced concrete floor system comprises an inner connecting part and a concrete building part; the inner connecting part comprises a main bearing assembly and a plurality of groups of compression-resistant assemblies; the main bearing assembly comprises a bottom connecting support plate, a plurality of groups of preassembled units and a plurality of communicating net plates; all the preassembling units are arranged on the bottom connecting support plate at intervals, and one communication net plate is correspondingly arranged on one group of preassembling units; one group of compression-resistant components is correspondingly arranged on one communication net plate, and the compression-resistant components are respectively connected with the bottom connection support plate and the preassembled unit; the concrete building part comprises a concrete building block, and the inner connecting part is located in the concrete building block so as to form a floor system together with the concrete building block. The effect of improving the load strength of the floor system is achieved.
本申请涉及现浇钢筋砼楼盖,涉及楼盖技术领域,现浇钢筋砼楼盖包括包括内接部和砼筑部;所述内接部包括主承组件和多组抗压组件,所述主承组件包括底联支板、多组预装单元和多块通联网板;所有所述预装单元间隔设置于底联支板上,一块所述通联网板对应设置于一组预装单元上;一组抗压组件对应设置于一块通联网板上,且所述抗压组件分别与底联支板和预装单元相连;所述砼筑部包括砼筑块,所述内接部位于砼筑块内部,以共同形成楼盖。本申请具有提高楼盖荷载强度的效果。
Cast-in-place reinforced concrete floor system
The invention relates to a cast-in-place reinforced concrete floor system, and relates to the technical field of floor systems, and the cast-in-place reinforced concrete floor system comprises an inner connecting part and a concrete building part; the inner connecting part comprises a main bearing assembly and a plurality of groups of compression-resistant assemblies; the main bearing assembly comprises a bottom connecting support plate, a plurality of groups of preassembled units and a plurality of communicating net plates; all the preassembling units are arranged on the bottom connecting support plate at intervals, and one communication net plate is correspondingly arranged on one group of preassembling units; one group of compression-resistant components is correspondingly arranged on one communication net plate, and the compression-resistant components are respectively connected with the bottom connection support plate and the preassembled unit; the concrete building part comprises a concrete building block, and the inner connecting part is located in the concrete building block so as to form a floor system together with the concrete building block. The effect of improving the load strength of the floor system is achieved.
本申请涉及现浇钢筋砼楼盖,涉及楼盖技术领域,现浇钢筋砼楼盖包括包括内接部和砼筑部;所述内接部包括主承组件和多组抗压组件,所述主承组件包括底联支板、多组预装单元和多块通联网板;所有所述预装单元间隔设置于底联支板上,一块所述通联网板对应设置于一组预装单元上;一组抗压组件对应设置于一块通联网板上,且所述抗压组件分别与底联支板和预装单元相连;所述砼筑部包括砼筑块,所述内接部位于砼筑块内部,以共同形成楼盖。本申请具有提高楼盖荷载强度的效果。
Cast-in-place reinforced concrete floor system
现浇钢筋砼楼盖
CAI LIANG (Autor:in) / XIA YOUJIN (Autor:in) / WANG HUIDONG (Autor:in) / LI YUANGUO (Autor:in) / XING GUANGHUI (Autor:in) / GAN XIANG (Autor:in)
10.03.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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