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Waist beam construction method of continuous wall
The invention discloses a waist beam construction method of a continuous wall. The waist beam construction method comprises the following steps that a plurality of embedded steel plates are manufactured; a continuous wall reinforcement cage is bound, and the plurality of embedded steel plates are connected to one side of the continuous wall reinforcement cage; concrete is poured in a formwork erecting mode so that the concrete can wrap the continuous wall reinforcement cage; earth and rockfill is excavated; concrete on the outer side of the embedded steel plates is cleared to expose the embedded steel plates; transverse steel plates are welded to one side of the embedded steel plates, and a waist beam reinforcement cage is arranged between the two transverse steel plates arranged in the double rows; and concrete is poured through formwork erecting, so that the waist beam reinforcement cage is covered with the concrete, and finally, the waist beam structure is formed on one side of thecontinuous wall. By means of the waist beam construction method, the situation that the positions of connecting pieces pre-buried in the connecting wall steel reinforcement cage are inaccurate is avoided, the requirement for the precision of the pre-buried pieces is low, more error-tolerant rates are achieved, the construction efficiency is improved, the cost is saved, and the waist beam construction method of the continuous wall is suitable for the field of building construction.
本发明公开了一种连续墙的腰梁施工方法,包括以下步骤:制作多个预埋钢板;绑扎连续墙钢筋笼,将多个预埋钢板连接在连续墙钢筋笼的一侧;支模浇筑混凝土,以使混凝土包覆连续墙钢筋笼;开挖土石方;清理预埋钢板外侧的混凝土以使预埋钢板露出;在预埋钢板一侧焊接横向钢板,并在双排设置的两横向钢板之间设置腰梁钢筋笼;支模浇筑混凝土,以使混凝土覆盖腰梁钢筋笼。最终在连续墙一侧形成腰梁结构,这种腰梁施工方法避免了预埋在连接墙钢筋笼内部连接件位置不准确的情况,对于预埋件的精度要求较低,有更多的容错率,提高了施工效率,节省成本,该连续墙的腰梁施工方法适用于建筑施工领域。
Waist beam construction method of continuous wall
The invention discloses a waist beam construction method of a continuous wall. The waist beam construction method comprises the following steps that a plurality of embedded steel plates are manufactured; a continuous wall reinforcement cage is bound, and the plurality of embedded steel plates are connected to one side of the continuous wall reinforcement cage; concrete is poured in a formwork erecting mode so that the concrete can wrap the continuous wall reinforcement cage; earth and rockfill is excavated; concrete on the outer side of the embedded steel plates is cleared to expose the embedded steel plates; transverse steel plates are welded to one side of the embedded steel plates, and a waist beam reinforcement cage is arranged between the two transverse steel plates arranged in the double rows; and concrete is poured through formwork erecting, so that the waist beam reinforcement cage is covered with the concrete, and finally, the waist beam structure is formed on one side of thecontinuous wall. By means of the waist beam construction method, the situation that the positions of connecting pieces pre-buried in the connecting wall steel reinforcement cage are inaccurate is avoided, the requirement for the precision of the pre-buried pieces is low, more error-tolerant rates are achieved, the construction efficiency is improved, the cost is saved, and the waist beam construction method of the continuous wall is suitable for the field of building construction.
本发明公开了一种连续墙的腰梁施工方法,包括以下步骤:制作多个预埋钢板;绑扎连续墙钢筋笼,将多个预埋钢板连接在连续墙钢筋笼的一侧;支模浇筑混凝土,以使混凝土包覆连续墙钢筋笼;开挖土石方;清理预埋钢板外侧的混凝土以使预埋钢板露出;在预埋钢板一侧焊接横向钢板,并在双排设置的两横向钢板之间设置腰梁钢筋笼;支模浇筑混凝土,以使混凝土覆盖腰梁钢筋笼。最终在连续墙一侧形成腰梁结构,这种腰梁施工方法避免了预埋在连接墙钢筋笼内部连接件位置不准确的情况,对于预埋件的精度要求较低,有更多的容错率,提高了施工效率,节省成本,该连续墙的腰梁施工方法适用于建筑施工领域。
Waist beam construction method of continuous wall
一种连续墙的腰梁施工方法
2020-10-27
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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