A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Split type pouring construction method for anchorage foundation
The invention relates to the technical field of anchorage pouring construction, and provides an anchorage foundation split type pouring construction method which comprises the following steps: S1, surveying and setting out on a foundation bottom plate, and determining an anchorage foundation module construction station; s2, binding a steel reinforcement framework of a to-be-cast section of the anchorage foundation module; s3, a scaffold is erected on the foundation slab, and a formwork is erected; an embedded part is installed on the top of the inner side of the formwork; s4, concrete is poured in a layered mode to form a poured section of the anchorage foundation module; s5, the formwork and the scaffold are dismantled; s6, repeating the step S2; s7, brackets are installed through the embedded parts, a scaffold is erected on a supporting foundation formed by the multiple brackets, and a formwork is erected; an embedded part is installed on the top of the inner side of the formwork; s8, the step S4 to the step S5 are repeated, and the bracket installed in the step S7 is dismantled; s9, repeating the steps S6 to S8; and S10, the cross-shaped post-cast strip is subjected to pouring construction. The method has the effect of preventing the foundation pit backfill soil body from extruding the anchorage foundation module.
本申请涉及锚碇浇筑施工的技术领域，提出了一种锚碇基础分体式浇筑施工方法，包括以下步骤：S1：在基础底板上测量放线，确定锚碇基础模块施工工位；S2：绑扎锚碇基础模块待浇段的钢筋骨架；S3：在基础底板上搭设脚手架并支设模板；在模板内侧顶部安装预埋件；S4：分层浇筑混凝土以形成锚碇基础模块已浇段；S5：拆除模板及脚手架；S6：重复步骤S2；S7：通过预埋件安装托架，在若干托架形成的支撑基础上搭设脚手架并支设模板；在模板内侧顶部安装预埋件；S8：重复步骤S4至S5，拆除步骤S7安装的托架；S9：重复步骤S6至S8；S10：十字形后浇带浇筑施工。本申请具有规避基坑回填土体挤压锚碇基础模块的效果。
Split type pouring construction method for anchorage foundation
The invention relates to the technical field of anchorage pouring construction, and provides an anchorage foundation split type pouring construction method which comprises the following steps: S1, surveying and setting out on a foundation bottom plate, and determining an anchorage foundation module construction station; s2, binding a steel reinforcement framework of a to-be-cast section of the anchorage foundation module; s3, a scaffold is erected on the foundation slab, and a formwork is erected; an embedded part is installed on the top of the inner side of the formwork; s4, concrete is poured in a layered mode to form a poured section of the anchorage foundation module; s5, the formwork and the scaffold are dismantled; s6, repeating the step S2; s7, brackets are installed through the embedded parts, a scaffold is erected on a supporting foundation formed by the multiple brackets, and a formwork is erected; an embedded part is installed on the top of the inner side of the formwork; s8, the step S4 to the step S5 are repeated, and the bracket installed in the step S7 is dismantled; s9, repeating the steps S6 to S8; and S10, the cross-shaped post-cast strip is subjected to pouring construction. The method has the effect of preventing the foundation pit backfill soil body from extruding the anchorage foundation module.
本申请涉及锚碇浇筑施工的技术领域，提出了一种锚碇基础分体式浇筑施工方法，包括以下步骤：S1：在基础底板上测量放线，确定锚碇基础模块施工工位；S2：绑扎锚碇基础模块待浇段的钢筋骨架；S3：在基础底板上搭设脚手架并支设模板；在模板内侧顶部安装预埋件；S4：分层浇筑混凝土以形成锚碇基础模块已浇段；S5：拆除模板及脚手架；S6：重复步骤S2；S7：通过预埋件安装托架，在若干托架形成的支撑基础上搭设脚手架并支设模板；在模板内侧顶部安装预埋件；S8：重复步骤S4至S5，拆除步骤S7安装的托架；S9：重复步骤S6至S8；S10：十字形后浇带浇筑施工。本申请具有规避基坑回填土体挤压锚碇基础模块的效果。
Split type pouring construction method for anchorage foundation
一种锚碇基础分体式浇筑施工方法
WANG GUIYU (author) / XING FENG (author) / ZHANG YINGHONG (author) / LIU CIWEN (author) / WANG BAO (author) / HE QINGHUA (author) / MENG QING (author) / WANG RENHUA (author) / YANG WENHUA (author) / ZHOU WEN (author)
2024-01-23
Patent
Electronic Resource
Chinese
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