Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Abrupt slope supporting stress type roadbed structure and construction method thereof
The invention discloses an abrupt slope supporting stress type roadbed structure and a construction method thereof. The structure comprises a supporting device, a stress device and a fill structure, the supporting device is arranged in a steep slope, a first step is arranged at the top of the side, close to the top of the steep slope, of the supporting device, a second step is arranged on the steep slope, one end of the stress device is placed on the first step, the other end of the stress device is placed on the second step, and the fill structure is located at the top of the stress device. The construction method is used for constructing the steep slope supporting stress type roadbed structure. The fill structure is located at the top of the stress device and almost only generates vertical gravity load on the stress device, so that pressure in the horizontal direction cannot be generated on the supporting device, the setting depth and the section of the supporting device can be obviously optimized, and the problem that stability and horizontal deformation generated during engineering construction are difficult to control is solved.
本发明公开了一种陡坡支撑受力型路基结构和施工方法，包括支撑装置、受力装置和填方结构，支撑装置设置在陡坡中，支撑装置靠近陡坡顶部一侧的顶部设有第一台阶，陡坡上设有第二台阶，受力装置的一端放置在第一台阶上，受力装置的另一端放置在第二台阶上，填方结构位于受力装置的顶部。施工方法用于施工陡坡支撑受力型路基结构，填方结构位于受力装置的顶部，几乎只对受力装置产生竖向重力载荷，从而不会对支撑装置产生水平方向的压力，使支撑装置的设置深度和截面能够得到明显优化，解决了在工程修建时产生的稳定性和水平变形难以控制的问题。
Abrupt slope supporting stress type roadbed structure and construction method thereof
The invention discloses an abrupt slope supporting stress type roadbed structure and a construction method thereof. The structure comprises a supporting device, a stress device and a fill structure, the supporting device is arranged in a steep slope, a first step is arranged at the top of the side, close to the top of the steep slope, of the supporting device, a second step is arranged on the steep slope, one end of the stress device is placed on the first step, the other end of the stress device is placed on the second step, and the fill structure is located at the top of the stress device. The construction method is used for constructing the steep slope supporting stress type roadbed structure. The fill structure is located at the top of the stress device and almost only generates vertical gravity load on the stress device, so that pressure in the horizontal direction cannot be generated on the supporting device, the setting depth and the section of the supporting device can be obviously optimized, and the problem that stability and horizontal deformation generated during engineering construction are difficult to control is solved.
本发明公开了一种陡坡支撑受力型路基结构和施工方法，包括支撑装置、受力装置和填方结构，支撑装置设置在陡坡中，支撑装置靠近陡坡顶部一侧的顶部设有第一台阶，陡坡上设有第二台阶，受力装置的一端放置在第一台阶上，受力装置的另一端放置在第二台阶上，填方结构位于受力装置的顶部。施工方法用于施工陡坡支撑受力型路基结构，填方结构位于受力装置的顶部，几乎只对受力装置产生竖向重力载荷，从而不会对支撑装置产生水平方向的压力，使支撑装置的设置深度和截面能够得到明显优化，解决了在工程修建时产生的稳定性和水平变形难以控制的问题。
Abrupt slope supporting stress type roadbed structure and construction method thereof
一种陡坡支撑受力型路基结构及施工方法
YAO YUCHUN (Autor:in) / ZHANG YAO (Autor:in) / YUAN BIYU (Autor:in) / LIU YANG (Autor:in) / FENG ZHIJUN (Autor:in) / FANG LIFENG (Autor:in)
02.06.2020
Patent
Elektronische Ressource
Chinesisch
| Europäisches Patentamt | 2024
Expressway roadbed slope supporting structure and supporting method thereof
| Europäisches Patentamt | 2024
Abrupt slope roadbed structure convenient to prefabricate and install
| Europäisches Patentamt | 2022