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A platform for research: civil engineering, architecture and urbanism
Post-pouring construction method for slope foundation post-pouring belt
The invention relates to the technical field of post-cast strip pouring, in particular to a post-cast construction method for a slope foundation post-cast strip. Comprising the following steps that S1, a plurality of concrete slabs and a plurality of pouring pipes are prepared; S2, the position of a post-pouring belt is cleaned; s3, the concrete slab prepared in the step S1 is installed at the position of a post-cast strip; s4, the pouring pipes prepared in the step S1 are installed on a concrete plate at the top of a shear wall of the post-cast strip and each slope-shaped part of the post-cast strip, and all the installed pouring pipes communicate with the interior of the post-cast strip; s5, integral reinforcement is conducted; s6, earthwork backfilling is conducted; s7, concrete pouring is conducted on the post-cast strip through the multiple pouring pipes installed in the step S4; s8, the poured post-cast strip is maintained; the shear wall and the slope-shaped part are poured alternately, it is guaranteed that concrete in the slope-shaped part is poured evenly, and compactness is high.
本发明涉及后浇带浇筑技术领域，尤其涉及一种坡型基础后浇带后浇筑施工方法；包括以下步骤：S1、制备多个混凝土板和多个浇筑管S2、清理后浇带位置；S3、将S1步骤制备的所述混凝土板安装在后浇带位置处；S4、将S1步骤制备的浇筑管分别安装在后浇带剪力墙顶部的混凝土板上、后浇带每个坡型部位上，所安装的浇筑管全部与后浇带内部连通；S5、进行整体加固；S6、进行土方回填；S7、通过S4步骤安装的多个浇筑管，对后浇带进行混凝土浇筑；S8、对浇筑后的后浇带进行养护；采用剪力墙与坡型部位交替浇筑，保证坡型部位内部的混凝土均匀浇筑，密实性较强。
Post-pouring construction method for slope foundation post-pouring belt
The invention relates to the technical field of post-cast strip pouring, in particular to a post-cast construction method for a slope foundation post-cast strip. Comprising the following steps that S1, a plurality of concrete slabs and a plurality of pouring pipes are prepared; S2, the position of a post-pouring belt is cleaned; s3, the concrete slab prepared in the step S1 is installed at the position of a post-cast strip; s4, the pouring pipes prepared in the step S1 are installed on a concrete plate at the top of a shear wall of the post-cast strip and each slope-shaped part of the post-cast strip, and all the installed pouring pipes communicate with the interior of the post-cast strip; s5, integral reinforcement is conducted; s6, earthwork backfilling is conducted; s7, concrete pouring is conducted on the post-cast strip through the multiple pouring pipes installed in the step S4; s8, the poured post-cast strip is maintained; the shear wall and the slope-shaped part are poured alternately, it is guaranteed that concrete in the slope-shaped part is poured evenly, and compactness is high.
本发明涉及后浇带浇筑技术领域，尤其涉及一种坡型基础后浇带后浇筑施工方法；包括以下步骤：S1、制备多个混凝土板和多个浇筑管S2、清理后浇带位置；S3、将S1步骤制备的所述混凝土板安装在后浇带位置处；S4、将S1步骤制备的浇筑管分别安装在后浇带剪力墙顶部的混凝土板上、后浇带每个坡型部位上，所安装的浇筑管全部与后浇带内部连通；S5、进行整体加固；S6、进行土方回填；S7、通过S4步骤安装的多个浇筑管，对后浇带进行混凝土浇筑；S8、对浇筑后的后浇带进行养护；采用剪力墙与坡型部位交替浇筑，保证坡型部位内部的混凝土均匀浇筑，密实性较强。
Post-pouring construction method for slope foundation post-pouring belt
一种坡型基础后浇带后浇筑施工方法
DING DANBIN (author) / WANG HUAFU (author) / WANG HUI (author) / ZHOU JIAN (author) / BANG GUN (author) / MA XIANWEN (author)
2024-12-31
Patent
Electronic Resource
Chinese
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