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A platform for research: civil engineering, architecture and urbanism
Inter-floor thickness control method for reinforced concrete
The invention discloses an inter-floor thickness control method for reinforced concrete. The inter-floor thickness control method comprises the following steps that 1) a ribbed steel bar is selected, and the ribbed steel bar is sleeved with a steel bar sleeve; (2) an inverted-U-shaped positioning thin steel plate is welded to the bottom of the ribbed steel bar; (3) the inverted-U-shaped positioning thin steel plate is installed on a concrete floor bottom rib; 4) a flat plate type positioning thin steel plate is welded at the top of the ribbed steel bar; (5) thin steel bars are welded to the outer periphery of the flat plate type positioning thin steel plate; (6) concrete floor surface ribs are placed on a top thin steel plate and penetrate through the thin steel bars to form a cross shape; and (7) concrete is poured and tamped on a concrete formwork, and the structure is embedded into the concrete floor to form a whole. The inter-floor thickness control method for the reinforced concrete can meet the requirement for thickness control of a surface rib protective layer of a double-layer plate rib.
本发明公开了一种用于钢筋混凝土的板间厚度控制方法，包括以下步骤：1)选定一带肋钢筋，并在带肋钢筋上套入钢筋套筒；2)在带肋钢筋的底部焊接倒U型定位薄钢板；3)将倒U型定位薄钢板安装于混凝土楼板底筋上；4)在带肋钢筋的顶部焊接平板式定位薄钢板；5)在平板式定位薄钢板的外周边焊接细钢棒；6)将混凝土楼板面筋放置于顶部薄钢板上，穿过细钢棒并形成十字交叉形状；7)在混凝土模板上浇捣混凝土，并将以上结构埋入混凝土楼面中形成整体；该用于钢筋混凝土的板间厚度控制方法能够满足双层板筋的面筋保护层厚度控制。
Inter-floor thickness control method for reinforced concrete
The invention discloses an inter-floor thickness control method for reinforced concrete. The inter-floor thickness control method comprises the following steps that 1) a ribbed steel bar is selected, and the ribbed steel bar is sleeved with a steel bar sleeve; (2) an inverted-U-shaped positioning thin steel plate is welded to the bottom of the ribbed steel bar; (3) the inverted-U-shaped positioning thin steel plate is installed on a concrete floor bottom rib; 4) a flat plate type positioning thin steel plate is welded at the top of the ribbed steel bar; (5) thin steel bars are welded to the outer periphery of the flat plate type positioning thin steel plate; (6) concrete floor surface ribs are placed on a top thin steel plate and penetrate through the thin steel bars to form a cross shape; and (7) concrete is poured and tamped on a concrete formwork, and the structure is embedded into the concrete floor to form a whole. The inter-floor thickness control method for the reinforced concrete can meet the requirement for thickness control of a surface rib protective layer of a double-layer plate rib.
本发明公开了一种用于钢筋混凝土的板间厚度控制方法，包括以下步骤：1)选定一带肋钢筋，并在带肋钢筋上套入钢筋套筒；2)在带肋钢筋的底部焊接倒U型定位薄钢板；3)将倒U型定位薄钢板安装于混凝土楼板底筋上；4)在带肋钢筋的顶部焊接平板式定位薄钢板；5)在平板式定位薄钢板的外周边焊接细钢棒；6)将混凝土楼板面筋放置于顶部薄钢板上，穿过细钢棒并形成十字交叉形状；7)在混凝土模板上浇捣混凝土，并将以上结构埋入混凝土楼面中形成整体；该用于钢筋混凝土的板间厚度控制方法能够满足双层板筋的面筋保护层厚度控制。
Inter-floor thickness control method for reinforced concrete
一种用于钢筋混凝土的板间厚度控制方法
LIU GUANGNING (author) / HE LYUWA (author) / WU RONGPENG (author) / LIU NING (author) / PAN PENGKAI (author) / WANG RUIYING (author) / TANG WEIQI (author) / CHEN YIZHEN (author) / ZOU ANG (author) / CHENG YUFENG (author)
2021-10-29
Patent
Electronic Resource
Chinese
IPC:
E04C
STRUCTURAL ELEMENTS
,
Bauelemente
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