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Steel frame assembly type floor slab
The steel frame assembly type floor slab comprises a first-end prefabricated slab and a second-end prefabricated slab, first-end prefabricated slab embedded channel steel is arranged at one end of the first-end prefabricated slab, and a first-end prefabricated slab reinforcing mesh is arranged in the first-end prefabricated slab; one end of the first-end prefabricated plate reinforcing mesh is fixedly connected with the inner wall of the concave side of the first-end prefabricated plate embedded channel steel; second-end prefabricated slab embedded channel steel is arranged at one end of the second-end prefabricated slab, a second-end prefabricated slab reinforcing mesh is arranged in the second-end prefabricated slab, and one end of the second-end prefabricated slab reinforcing mesh is fixedly connected with the inner wall of the concave side of the second-end prefabricated slab embedded channel steel. The first-end prefabricated slab and the second-end prefabricated slab are connected together through the first-end prefabricated slab pre-buried channel steel and the second-end prefabricated slab pre-buried channel steel correspondingly. The energy-dissipating and anti-seismic connecting joint is reliable in structural design and connection, has higher energy-dissipating capacity and anti-seismic capacity compared with a traditional assembly type connecting joint, is convenient to construct and has wide engineering application prospects.
本发明公开了钢框装配式楼板，包括第一端预制板和第二端预制板，第一端预制板一端设置有第一端预制板预埋槽型钢，第一端预制板内设置有第一端预制板钢筋网片，第一端预制板钢筋网片的一端和第一端预制板预埋槽型钢的凹侧内壁固定连接；第二端预制板一端设置有第二端预制板预埋槽型钢，第二端预制板内设置有第二端预制板钢筋网片，第二预制板钢筋网片的一端和第二端预制板预埋槽型钢的凹侧内壁固定连接，第一端预制板和第二端预制板分别通过第一端预制板预埋槽型钢和第二端预制板预埋槽型钢相互连接在一起，本发明结构设计连接可靠，具有相比传统装配式连接节点更强的耗能能力及抗震能力，施工便捷，具有广阔的工程应用前景。
Steel frame assembly type floor slab
The steel frame assembly type floor slab comprises a first-end prefabricated slab and a second-end prefabricated slab, first-end prefabricated slab embedded channel steel is arranged at one end of the first-end prefabricated slab, and a first-end prefabricated slab reinforcing mesh is arranged in the first-end prefabricated slab; one end of the first-end prefabricated plate reinforcing mesh is fixedly connected with the inner wall of the concave side of the first-end prefabricated plate embedded channel steel; second-end prefabricated slab embedded channel steel is arranged at one end of the second-end prefabricated slab, a second-end prefabricated slab reinforcing mesh is arranged in the second-end prefabricated slab, and one end of the second-end prefabricated slab reinforcing mesh is fixedly connected with the inner wall of the concave side of the second-end prefabricated slab embedded channel steel. The first-end prefabricated slab and the second-end prefabricated slab are connected together through the first-end prefabricated slab pre-buried channel steel and the second-end prefabricated slab pre-buried channel steel correspondingly. The energy-dissipating and anti-seismic connecting joint is reliable in structural design and connection, has higher energy-dissipating capacity and anti-seismic capacity compared with a traditional assembly type connecting joint, is convenient to construct and has wide engineering application prospects.
本发明公开了钢框装配式楼板，包括第一端预制板和第二端预制板，第一端预制板一端设置有第一端预制板预埋槽型钢，第一端预制板内设置有第一端预制板钢筋网片，第一端预制板钢筋网片的一端和第一端预制板预埋槽型钢的凹侧内壁固定连接；第二端预制板一端设置有第二端预制板预埋槽型钢，第二端预制板内设置有第二端预制板钢筋网片，第二预制板钢筋网片的一端和第二端预制板预埋槽型钢的凹侧内壁固定连接，第一端预制板和第二端预制板分别通过第一端预制板预埋槽型钢和第二端预制板预埋槽型钢相互连接在一起，本发明结构设计连接可靠，具有相比传统装配式连接节点更强的耗能能力及抗震能力，施工便捷，具有广阔的工程应用前景。
Steel frame assembly type floor slab
钢框装配式楼板
LI HONGQUAN (author) / YUAN ZHIJUN (author)
2023-03-28
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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