A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Folding strip wall type underground diaphragm wall foundation and bearing capacity calculation method thereof
The invention provides a folding strip wall type underground diaphragm wall foundation and a bearing capacity calculation method thereof, relates to the technical field of foundation engineering, and is used for solving the technical problems that a large amount of resources are wasted and the environment is polluted due to the fact that the bearing capacity of the diaphragm wall foundation is improved by increasing the foundation size of the current strip wall type underground diaphragm wall foundation. The folding strip wall type underground diaphragm wall foundation comprises a bearing platform component and a wall body component, wherein the wall body component is integrally connected to the bottom of the bearing platform component; the wall body component comprises a plurality of sections of walls which are arranged at intervals, the walls are divided into clockwise rotating walls and anticlockwise rotating walls, and the clockwise rotating walls and the anticlockwise rotating walls are arranged in a crossed mode; wherein the clockwise-rotating wall is a wall with the wall section rotating clockwise with the normal axis of the wall section as the center and the overlook view angle, and the reverse-rotating wall is a wall with the wall section rotating anticlockwise with the normal axis of the wall section as the center and the overlook view angle. The folding strip wall type underground diaphragm wall foundation provided by the invention has relatively high horizontal bearing performance, and is more reasonable and economical.
本发明提供了一种折叠条壁式地下连续墙基础及其承载力计算方法，涉及基础工程技术领域，用于解决当前条壁式地下连续墙基础通过增加基础尺寸提升地连墙基础承载力造成大量的资源浪费与环境污染的技术问题，该折叠条壁式地下连续墙基础包括承台构件和墙体构件，所述墙体构件一体连接于所述承台构件的底部；所述墙体构件包括多段间隔布置的墙壁，所述墙壁分为顺旋墙和逆旋墙，所述顺旋墙和所述逆旋墙交叉设置；其中的所述顺旋墙为墙壁段以自身法向轴为中心，且俯视视角沿着顺时针方向旋转的墙壁，所述逆旋墙为墙壁段以自身法向轴为中心，且俯视视角沿着逆时针方向旋转的墙壁。本发明提供的折叠条壁式地下连续墙基础具有较高的水平承载性能较高，且更加合理、经济。
Folding strip wall type underground diaphragm wall foundation and bearing capacity calculation method thereof
The invention provides a folding strip wall type underground diaphragm wall foundation and a bearing capacity calculation method thereof, relates to the technical field of foundation engineering, and is used for solving the technical problems that a large amount of resources are wasted and the environment is polluted due to the fact that the bearing capacity of the diaphragm wall foundation is improved by increasing the foundation size of the current strip wall type underground diaphragm wall foundation. The folding strip wall type underground diaphragm wall foundation comprises a bearing platform component and a wall body component, wherein the wall body component is integrally connected to the bottom of the bearing platform component; the wall body component comprises a plurality of sections of walls which are arranged at intervals, the walls are divided into clockwise rotating walls and anticlockwise rotating walls, and the clockwise rotating walls and the anticlockwise rotating walls are arranged in a crossed mode; wherein the clockwise-rotating wall is a wall with the wall section rotating clockwise with the normal axis of the wall section as the center and the overlook view angle, and the reverse-rotating wall is a wall with the wall section rotating anticlockwise with the normal axis of the wall section as the center and the overlook view angle. The folding strip wall type underground diaphragm wall foundation provided by the invention has relatively high horizontal bearing performance, and is more reasonable and economical.
本发明提供了一种折叠条壁式地下连续墙基础及其承载力计算方法，涉及基础工程技术领域，用于解决当前条壁式地下连续墙基础通过增加基础尺寸提升地连墙基础承载力造成大量的资源浪费与环境污染的技术问题，该折叠条壁式地下连续墙基础包括承台构件和墙体构件，所述墙体构件一体连接于所述承台构件的底部；所述墙体构件包括多段间隔布置的墙壁，所述墙壁分为顺旋墙和逆旋墙，所述顺旋墙和所述逆旋墙交叉设置；其中的所述顺旋墙为墙壁段以自身法向轴为中心，且俯视视角沿着顺时针方向旋转的墙壁，所述逆旋墙为墙壁段以自身法向轴为中心，且俯视视角沿着逆时针方向旋转的墙壁。本发明提供的折叠条壁式地下连续墙基础具有较高的水平承载性能较高，且更加合理、经济。
Folding strip wall type underground diaphragm wall foundation and bearing capacity calculation method thereof
一种折叠条壁式地下连续墙基础及其承载力计算方法
DU GUOQING (author) / CHU HAILIN (author) / JIN XIPING (author) / YE XIAO (author) / KEIJU (author) / JIANG HEJIAN (author) / SHI WEIAN (author) / LI SHOUGUO (author)
2024-05-24
Patent
Electronic Resource
Chinese
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