Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Collapsible loess area slope protection structure and method
The invention discloses a collapsible loess area slope protection structure and method, and belongs to the technical field of slope protection.The collapsible loess area slope protection structure comprises protection units connected in the transverse direction and the longitudinal direction of a slope surface, each protection unit comprises a connecting piece and a slope protection layer, the slope protection layer is of a rectangular structure, and the connecting pieces are arranged at the corners of the slope protection layer; each connecting piece comprises a bucket type first connecting part and a second connecting part of a rectangular frame structure, a first anchor rod perpendicularly penetrates through the vertical side wall of the first connecting part, a second anchor rod perpendicularly penetrates through the horizontal side wall of the first connecting part, the second anchor rod is an expansion anchor rod, and concrete slurry is poured into the end of the second anchor rod to form a fixing part. The end of the lower first anchor rod is connected with the fixing part of the end of the upper second anchor rod, and a baffle is arranged between every two adjacent second connecting parts. According to the three-dimensional slope protection structure, soil in the deep layer and the shallow layer of the slope is fixed, the protection units are connected through the lower soil layer part and the upper soil layer part in the longitudinal direction, and the three-dimensional slope protection structure is formed.
本发明公开一种湿陷性黄土区域边坡防护结构及方法，属于边坡防护技术领域，包括沿坡面横向和纵向连接的防护单元，防护单元包括连接件和边坡护层，边坡护层呈矩形结构，连接件设置于边坡护层的拐角处，连接件包括铲斗型第一连接部和矩形框架结构的第二连接部，第一连接部的竖向侧壁垂直穿设第一锚杆，水平侧壁垂直穿设第二锚杆，第二锚杆采用扩体锚杆，第二锚杆端部灌注混凝土浆料形成固定部，纵向相对的上下连接件中，下方第一锚杆端部与上方第二锚杆端部的固定部连接，相邻第二连接部之间设置挡板。本发明对边坡深层和浅层土壤固定，并沿纵向分别通过土层下部和土层上部将各个防护单元连接，形成立体式边坡防护结构。
Collapsible loess area slope protection structure and method
The invention discloses a collapsible loess area slope protection structure and method, and belongs to the technical field of slope protection.The collapsible loess area slope protection structure comprises protection units connected in the transverse direction and the longitudinal direction of a slope surface, each protection unit comprises a connecting piece and a slope protection layer, the slope protection layer is of a rectangular structure, and the connecting pieces are arranged at the corners of the slope protection layer; each connecting piece comprises a bucket type first connecting part and a second connecting part of a rectangular frame structure, a first anchor rod perpendicularly penetrates through the vertical side wall of the first connecting part, a second anchor rod perpendicularly penetrates through the horizontal side wall of the first connecting part, the second anchor rod is an expansion anchor rod, and concrete slurry is poured into the end of the second anchor rod to form a fixing part. The end of the lower first anchor rod is connected with the fixing part of the end of the upper second anchor rod, and a baffle is arranged between every two adjacent second connecting parts. According to the three-dimensional slope protection structure, soil in the deep layer and the shallow layer of the slope is fixed, the protection units are connected through the lower soil layer part and the upper soil layer part in the longitudinal direction, and the three-dimensional slope protection structure is formed.
本发明公开一种湿陷性黄土区域边坡防护结构及方法，属于边坡防护技术领域，包括沿坡面横向和纵向连接的防护单元，防护单元包括连接件和边坡护层，边坡护层呈矩形结构，连接件设置于边坡护层的拐角处，连接件包括铲斗型第一连接部和矩形框架结构的第二连接部，第一连接部的竖向侧壁垂直穿设第一锚杆，水平侧壁垂直穿设第二锚杆，第二锚杆采用扩体锚杆，第二锚杆端部灌注混凝土浆料形成固定部，纵向相对的上下连接件中，下方第一锚杆端部与上方第二锚杆端部的固定部连接，相邻第二连接部之间设置挡板。本发明对边坡深层和浅层土壤固定，并沿纵向分别通过土层下部和土层上部将各个防护单元连接，形成立体式边坡防护结构。
Collapsible loess area slope protection structure and method
一种湿陷性黄土区域边坡防护结构及方法
WANG LIXUE (Autor:in) / DONG HONGJUN (Autor:in) / ZHANG LIANGLIANG (Autor:in) / YANG QINGCAI (Autor:in) / JIN SHENGJUN (Autor:in)
29.03.2024
Patent
Elektronische Ressource
Chinesisch
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