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Floor slab structure adopting ultrahigh-toughness concrete combined permanent formwork
The invention discloses a floor slab structure adopting an ultrahigh-toughness concrete combined permanent formwork. The floor slab structure comprises the ultrahigh-toughness concrete combined permanent formwork. The formwork post-pouring concrete, the connecting section post-pouring concrete, the support plate and the high-strength bolts are arranged. The ultrahigh-toughness concrete combined permanent formwork comprises an ultrahigh-toughness concrete plate, an L-shaped connecting piece, a longitudinal reinforcing steel bar and a reinforcing steel bar support. The plate component adopting the combined permanent formwork adopts an on-site assembly type construction method, and connection is convenient and fast. The component is high in flexural rigidity, the integrity of the connecting section is good, and no temporary support needs to be additionally arranged. The prefabricated ultrahigh-toughness concrete slab ensures that the slab bottom and the floor slab surface layer at the connecting section position are not prone to cracking and water seepage, the durability of the structure is effectively improved, the overall later maintenance cost of the floor slab structure is low, and economic benefits are remarkable.
本发明公开一种采用超高韧性混凝土组合永久模板的楼板结构,包括:超高韧性混凝土组合永久模板;模板后浇混凝土,连接段后浇混凝土,支座板,高强螺栓。其中,超高韧性混凝土组合永久模板,包括:超高韧性混凝土板,L形连接件,纵向钢筋,钢筋支架。采用组合永久模板的板构件使用现场装配式施工方法,连接便捷。构件自身抗弯刚度大,连接段的整体性好,无需额外设置临时支撑。预制的超高韧性混凝土板保证板底和连接段位置楼板面层不易开裂、渗水,有效提升结构的耐久性,楼板结构整体的后期维护费用低,经济效益显著。
Floor slab structure adopting ultrahigh-toughness concrete combined permanent formwork
The invention discloses a floor slab structure adopting an ultrahigh-toughness concrete combined permanent formwork. The floor slab structure comprises the ultrahigh-toughness concrete combined permanent formwork. The formwork post-pouring concrete, the connecting section post-pouring concrete, the support plate and the high-strength bolts are arranged. The ultrahigh-toughness concrete combined permanent formwork comprises an ultrahigh-toughness concrete plate, an L-shaped connecting piece, a longitudinal reinforcing steel bar and a reinforcing steel bar support. The plate component adopting the combined permanent formwork adopts an on-site assembly type construction method, and connection is convenient and fast. The component is high in flexural rigidity, the integrity of the connecting section is good, and no temporary support needs to be additionally arranged. The prefabricated ultrahigh-toughness concrete slab ensures that the slab bottom and the floor slab surface layer at the connecting section position are not prone to cracking and water seepage, the durability of the structure is effectively improved, the overall later maintenance cost of the floor slab structure is low, and economic benefits are remarkable.
本发明公开一种采用超高韧性混凝土组合永久模板的楼板结构,包括:超高韧性混凝土组合永久模板;模板后浇混凝土,连接段后浇混凝土,支座板,高强螺栓。其中,超高韧性混凝土组合永久模板,包括:超高韧性混凝土板,L形连接件,纵向钢筋,钢筋支架。采用组合永久模板的板构件使用现场装配式施工方法,连接便捷。构件自身抗弯刚度大,连接段的整体性好,无需额外设置临时支撑。预制的超高韧性混凝土板保证板底和连接段位置楼板面层不易开裂、渗水,有效提升结构的耐久性,楼板结构整体的后期维护费用低,经济效益显著。
Floor slab structure adopting ultrahigh-toughness concrete combined permanent formwork
一种采用超高韧性混凝土组合永久模板的楼板结构
XU SHILANG (Autor:in) / TONG JINGZHONG (Autor:in) / LI QINGHUA (Autor:in)
23.07.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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