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Construction method for thin-wall double-steel-plate concrete composite shear wall
The invention discloses a construction method for a thin-wall double-steel-plate concrete composite shear wall. The construction method comprises the following construction steps that S1, an inner-layer steel plate with an inner reinforcing assembly and an outer-layer steel plate with an outer reinforcing assembly are prefabricated; s2, construction of an inner-layer steel plate, wherein the construction of the inner-layer steel plate comprises the step of limiting the inner-layer steel plate at a preset position I; s3, arranging a reinforcing mesh in the pouring cavity; s4, outer-layer steel plate construction, wherein the outer-layer steel plate construction comprises the step of limiting an outer-layer steel plate at a preset position II; s5, the inner-layer steel plate and the outer-layer steel plate are connected through the opposite-pull screw assemblies; s6, concrete is poured into a pouring cavity formed between the inner-layer steel plate and the outer-layer steel plate; s7, after the concrete poured in the pouring cavity is solidified, the opposite-pull screw assembly, the inner reinforcing assembly and the outer reinforcing assembly are dismantled; deformation generated when the steel plate is poured with concrete can be reduced, and the perpendicularity and flatness of the wall body after the shear wall is constructed are improved.
本发明公开了一种用于薄壁双钢板混凝土组合剪力墙的施工方法，包括以下施工步骤：S1.预制具有内加强组件的内层钢板和预制具有外加强组件的外层钢板；S2.内层钢板施工，所述内层钢板施工包括使内层钢板在预设位置Ⅰ被限位；S3.在灌注腔内布置钢筋网；S4.外层钢板施工，所述外层钢板施工包括使外层钢板在预设位置Ⅱ被限位；S5.通过对拉螺杆组件将内层钢板和外层钢板连接；S6.在内层钢板和外层钢板之间形成的灌注腔内灌注混凝土；S7.待灌注腔内灌注的混凝土固结后，拆除对拉螺杆组件、内加强组件和外加强组件；能够降低钢板灌注混凝土时发生的形变，提升剪力墙施工后的墙体垂直度和平整度。
Construction method for thin-wall double-steel-plate concrete composite shear wall
The invention discloses a construction method for a thin-wall double-steel-plate concrete composite shear wall. The construction method comprises the following construction steps that S1, an inner-layer steel plate with an inner reinforcing assembly and an outer-layer steel plate with an outer reinforcing assembly are prefabricated; s2, construction of an inner-layer steel plate, wherein the construction of the inner-layer steel plate comprises the step of limiting the inner-layer steel plate at a preset position I; s3, arranging a reinforcing mesh in the pouring cavity; s4, outer-layer steel plate construction, wherein the outer-layer steel plate construction comprises the step of limiting an outer-layer steel plate at a preset position II; s5, the inner-layer steel plate and the outer-layer steel plate are connected through the opposite-pull screw assemblies; s6, concrete is poured into a pouring cavity formed between the inner-layer steel plate and the outer-layer steel plate; s7, after the concrete poured in the pouring cavity is solidified, the opposite-pull screw assembly, the inner reinforcing assembly and the outer reinforcing assembly are dismantled; deformation generated when the steel plate is poured with concrete can be reduced, and the perpendicularity and flatness of the wall body after the shear wall is constructed are improved.
本发明公开了一种用于薄壁双钢板混凝土组合剪力墙的施工方法，包括以下施工步骤：S1.预制具有内加强组件的内层钢板和预制具有外加强组件的外层钢板；S2.内层钢板施工，所述内层钢板施工包括使内层钢板在预设位置Ⅰ被限位；S3.在灌注腔内布置钢筋网；S4.外层钢板施工，所述外层钢板施工包括使外层钢板在预设位置Ⅱ被限位；S5.通过对拉螺杆组件将内层钢板和外层钢板连接；S6.在内层钢板和外层钢板之间形成的灌注腔内灌注混凝土；S7.待灌注腔内灌注的混凝土固结后，拆除对拉螺杆组件、内加强组件和外加强组件；能够降低钢板灌注混凝土时发生的形变，提升剪力墙施工后的墙体垂直度和平整度。
Construction method for thin-wall double-steel-plate concrete composite shear wall
用于薄壁双钢板混凝土组合剪力墙的施工方法
ZHENG HUIFEN (author) / ZHENG XIAOCHUN (author) / HAN JIANQI (author) / HU ZONGXING (author)
2023-12-08
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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