Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Wall type foundation and construction method thereof
The invention provides a wall type foundation and a construction method thereof. An integral foundation unit is arranged; an enclosing wall of the whole foundation unit comprises a plurality of side walls; a plurality of side walls form an integral polygonal cylindrical foundation structure; and a sealing top is positioned on an enclosing wall and is connected with the side wall. By arranging the integral enclosing wall, joints formed by sequentially connecting the side walls are avoided, so various problems caused by the joints of the side walls are avoided; a hollow closed-loop structure formed by connecting a plurality of side walls is adopted, bearing capacity is provided through interaction of the hollow closed-loop structure and soil bodies on the two sides and the lower ends of the surrounding side walls after the hollow closed-loop structure is implanted into the soil bodies, friction force inside and outside the walls is fully utilized, the bearing capacity of the foundation is increased, stability of the structure is improved, and the structure is safe and reliable; and meanwhile, transverse pulling force on the side walls is achieved by sealing the tops of the positioning covers on the enclosing walls, the bearing capacity of the whole foundation unit is greatly improved, and better economical efficiency and practicability are achieved.
本发明提供了一种墙式基础及其施工方法，通过设置整体基础单元；整体基础单元的围墙包括多个边墙；多个边墙形成整体式的多边形筒状基础结构；封顶定位设在围墙上，并与边墙连接。本申请通过设置整体式的围墙，避免了边墙依序连接形成的接缝，从而避免因边墙接缝导致的各类问题；通过采用多个边墙连接的中空闭环结构，植入土体后通过与周围边墙两侧及下端土体的相互作用提供承载能力，充分利用墙内外面摩擦力，增加基础的承载力，增加了结构的稳定性，结构安全可靠；同时通过在围墙上定位盖封顶实现对边墙的横向拉力，大大提高了整个整体基础单元的承载力，具有更好的经济性和实用性。
Wall type foundation and construction method thereof
The invention provides a wall type foundation and a construction method thereof. An integral foundation unit is arranged; an enclosing wall of the whole foundation unit comprises a plurality of side walls; a plurality of side walls form an integral polygonal cylindrical foundation structure; and a sealing top is positioned on an enclosing wall and is connected with the side wall. By arranging the integral enclosing wall, joints formed by sequentially connecting the side walls are avoided, so various problems caused by the joints of the side walls are avoided; a hollow closed-loop structure formed by connecting a plurality of side walls is adopted, bearing capacity is provided through interaction of the hollow closed-loop structure and soil bodies on the two sides and the lower ends of the surrounding side walls after the hollow closed-loop structure is implanted into the soil bodies, friction force inside and outside the walls is fully utilized, the bearing capacity of the foundation is increased, stability of the structure is improved, and the structure is safe and reliable; and meanwhile, transverse pulling force on the side walls is achieved by sealing the tops of the positioning covers on the enclosing walls, the bearing capacity of the whole foundation unit is greatly improved, and better economical efficiency and practicability are achieved.
本发明提供了一种墙式基础及其施工方法，通过设置整体基础单元；整体基础单元的围墙包括多个边墙；多个边墙形成整体式的多边形筒状基础结构；封顶定位设在围墙上，并与边墙连接。本申请通过设置整体式的围墙，避免了边墙依序连接形成的接缝，从而避免因边墙接缝导致的各类问题；通过采用多个边墙连接的中空闭环结构，植入土体后通过与周围边墙两侧及下端土体的相互作用提供承载能力，充分利用墙内外面摩擦力，增加基础的承载力，增加了结构的稳定性，结构安全可靠；同时通过在围墙上定位盖封顶实现对边墙的横向拉力，大大提高了整个整体基础单元的承载力，具有更好的经济性和实用性。
Wall type foundation and construction method thereof
一种墙式基础及其施工方法
DAI LIANGJUN (Autor:in) / SHENG MINGHONG (Autor:in) / CUI LINZHAO (Autor:in) / CHEN SHEN (Autor:in) / WANG KAI (Autor:in) / CHANG NAIKUN (Autor:in) / GUO YONGGANG (Autor:in) / CHENG TAO (Autor:in) / DENG WEI (Autor:in) / WANG ZHONG'EN (Autor:in)
22.02.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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