A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Rib plate framework concrete cast-in-place slab
The invention relates to the technical field of concrete cast-in-place slabs, in particular to a rib plate framework concrete cast-in-place slab. The concrete cast-in-place slab comprises a rib plateframework, a bottom plate and concrete, wherein the rib plate framework comprises a plurality of criss-cross transverse rib plates and longitudinal rib plates to form a plurality of pouring units, a communication channel is formed between every two adjacent pouring units to communicate the two adjacent pouring units, the lower end of the rib plate framework is fixed to the bottom plate, and the pouring units are stuffed with concrete, cover the rib plate framework and are fixed to the bottom plate. According to the rib plate framework concrete cast-in-place slab, the bottom plate can be used as a bottom die, the time for arranging a bottom die is shortened, and manpower and time are saved. The rib plates are arranged in a staggered mode to form the rib plate framework, each rib plate is provided with a communication channel communicating with the adjacent pouring units, the rib plate framework is fixedly connected with the bottom plate, and therefore, the whole rib plate framework concrete cast-in-place slab has high bending resistance and bearing capacity.
本发明涉及混凝土现浇板技术领域，尤其涉及一种肋板骨架混凝土现浇板。该混凝土现浇板包括肋板骨架、底板和混凝土，其中，肋板骨架包括多个纵横交错的横肋板和纵肋板，形成多个浇注单元，相邻的所述浇注单元之间具有连通道以连通相邻的两个所述浇注单元，所述肋板骨架的下端与所述底板固定，混凝土充满各浇注单元，覆盖肋板骨架，并与底板固定。该肋板骨架混凝土现浇板，底板可充作底模，减少布设底模的时间，节约人力和时间。通过使用肋板交错设置形成肋板骨架，并在各肋板上设置连通相邻浇注单元的连通道，肋板骨架与底板固定连接，使整个肋板骨架混凝土现浇板具有高抗弯承载力。
Rib plate framework concrete cast-in-place slab
The invention relates to the technical field of concrete cast-in-place slabs, in particular to a rib plate framework concrete cast-in-place slab. The concrete cast-in-place slab comprises a rib plateframework, a bottom plate and concrete, wherein the rib plate framework comprises a plurality of criss-cross transverse rib plates and longitudinal rib plates to form a plurality of pouring units, a communication channel is formed between every two adjacent pouring units to communicate the two adjacent pouring units, the lower end of the rib plate framework is fixed to the bottom plate, and the pouring units are stuffed with concrete, cover the rib plate framework and are fixed to the bottom plate. According to the rib plate framework concrete cast-in-place slab, the bottom plate can be used as a bottom die, the time for arranging a bottom die is shortened, and manpower and time are saved. The rib plates are arranged in a staggered mode to form the rib plate framework, each rib plate is provided with a communication channel communicating with the adjacent pouring units, the rib plate framework is fixedly connected with the bottom plate, and therefore, the whole rib plate framework concrete cast-in-place slab has high bending resistance and bearing capacity.
本发明涉及混凝土现浇板技术领域，尤其涉及一种肋板骨架混凝土现浇板。该混凝土现浇板包括肋板骨架、底板和混凝土，其中，肋板骨架包括多个纵横交错的横肋板和纵肋板，形成多个浇注单元，相邻的所述浇注单元之间具有连通道以连通相邻的两个所述浇注单元，所述肋板骨架的下端与所述底板固定，混凝土充满各浇注单元，覆盖肋板骨架，并与底板固定。该肋板骨架混凝土现浇板，底板可充作底模，减少布设底模的时间，节约人力和时间。通过使用肋板交错设置形成肋板骨架，并在各肋板上设置连通相邻浇注单元的连通道，肋板骨架与底板固定连接，使整个肋板骨架混凝土现浇板具有高抗弯承载力。
Rib plate framework concrete cast-in-place slab
一种肋板骨架混凝土现浇板
WEN WEIBIN (author) / HUANGFANG LIN (author) / FENG FAN (author) / TAO YONG (author) / ZENG-WEN SONGWU (author) / DUAN SHENGYU (author) / FANG DAINING (author)
2020-11-10
Patent
Electronic Resource
Chinese
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