Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method of large-size bearing platform and large-size bearing platform structure
The invention relates to a construction method of a large-size bearing platform and a large-size bearing platform structure, and the construction method comprises the following steps that two foundation pits are excavated at preset positions, and the two foundation pits are arranged at an interval of a soil body; a steel pipe with one closed end penetrates through the soil body in a pushing mode, and the two ends of the steel pipe are located in the foundation pits on the two sides of the soil body correspondingly; concrete is poured into the steel pipe, and the steel pipe is filled with the concrete; and a supporting table is built in each foundation pit, and the two ends of each steel pipe extend into the corresponding supporting table and are fixed to the corresponding supporting table. During construction, the steel pipe penetrates through the soil body between the two foundation pits, so that the steel pipe penetrating through the soil body connects the supporting tables in the two foundation pits to form the self-balancing system bearing platform, and the problems that when an integral bearing platform is built in the prior art, the building position of the bearing platform and the soil body around the bearing platform need to be excavated to form the foundation pits, and the construction cost is low are solved. The problems that the excavation area of a foundation pit is large, construction efficiency is affected, and construction resources are wasted are solved.
本申请涉及一种大体积承台的施工方法及大体积承台结构，其包括以下步骤：在预设位置挖掘两个基坑，其中，两个基坑间隔土体设置；将一端封闭的钢管通过顶推的方式穿过土体，使钢管的两端分别位于土体两侧的基坑中；向钢管的内部灌注混凝土，使混凝土充满钢管；在每个基坑内均搭建支撑台，使钢管的两端均伸入支撑台的内部并与支撑台固定。通过施工时利用钢管穿过两个基坑之间的土体，使得穿过土体的钢管将两个基坑中的支撑台进行连接形成自平衡体系承台，解决了相关技术中建造整体式承台时，需要将承台建造处及周围的土体均进行挖掘以形成基坑，使得基坑开挖面积较大，影响施工效率、浪费施工资源的问题。
Construction method of large-size bearing platform and large-size bearing platform structure
The invention relates to a construction method of a large-size bearing platform and a large-size bearing platform structure, and the construction method comprises the following steps that two foundation pits are excavated at preset positions, and the two foundation pits are arranged at an interval of a soil body; a steel pipe with one closed end penetrates through the soil body in a pushing mode, and the two ends of the steel pipe are located in the foundation pits on the two sides of the soil body correspondingly; concrete is poured into the steel pipe, and the steel pipe is filled with the concrete; and a supporting table is built in each foundation pit, and the two ends of each steel pipe extend into the corresponding supporting table and are fixed to the corresponding supporting table. During construction, the steel pipe penetrates through the soil body between the two foundation pits, so that the steel pipe penetrating through the soil body connects the supporting tables in the two foundation pits to form the self-balancing system bearing platform, and the problems that when an integral bearing platform is built in the prior art, the building position of the bearing platform and the soil body around the bearing platform need to be excavated to form the foundation pits, and the construction cost is low are solved. The problems that the excavation area of a foundation pit is large, construction efficiency is affected, and construction resources are wasted are solved.
本申请涉及一种大体积承台的施工方法及大体积承台结构，其包括以下步骤：在预设位置挖掘两个基坑，其中，两个基坑间隔土体设置；将一端封闭的钢管通过顶推的方式穿过土体，使钢管的两端分别位于土体两侧的基坑中；向钢管的内部灌注混凝土，使混凝土充满钢管；在每个基坑内均搭建支撑台，使钢管的两端均伸入支撑台的内部并与支撑台固定。通过施工时利用钢管穿过两个基坑之间的土体，使得穿过土体的钢管将两个基坑中的支撑台进行连接形成自平衡体系承台，解决了相关技术中建造整体式承台时，需要将承台建造处及周围的土体均进行挖掘以形成基坑，使得基坑开挖面积较大，影响施工效率、浪费施工资源的问题。
Construction method of large-size bearing platform and large-size bearing platform structure
一种大体积承台的施工方法及大体积承台结构
ZHANG GUANGYU (Autor:in) / WU GUOQIANG (Autor:in) / ZHENG HAN (Autor:in) / HU LEI (Autor:in) / LI MING (Autor:in) / WU XINHAO (Autor:in) / ZHOU JIANHONG (Autor:in) / ZOU MINGWEI (Autor:in) / CHEN LEI (Autor:in) / YANG XUEQI (Autor:in)
08.12.2023
Patent
Elektronische Ressource
Chinesisch
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