Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Flexible supporting system and method based on expansive soil slope
The invention discloses a flexible supporting system and method based on an expansive soil side slope. The flexible supporting system comprises a drainage ditch structure, and the section of the drainage ditch structure is in a U shape; the bottom of the parapet wall structure is aligned with the bottom of the drainage ditch structure, the section of the parapet wall structure is in an L shape, the lower side portion of the parapet wall structure is attached to the lower side portion of the drainage ditch structure, and the parapet wall structure and the drainage ditch structure are of an integrated structure. An upper drainage pipe and a lower drainage pipe are arranged in the parapet wall structure; the drainage structure comprises a drainage pool, one side of the drainage pool is connected with the parapet wall structure, and a gravel filling structure is laid in the drainage pool. On one hand, the sealing layer is arranged at the bottom of the flexible supporting structure, rainwater can be prevented from seeping into the expansive soil side slope, and expansive soil deformation is reduced. On the other hand, when the expansive soil side slope deforms, the flexible supporting structure cannot be damaged by deformation of the expansive soil side slope.
本发明公开了一种基于膨胀土边坡的柔性支护系统及方法，包括排水沟结构，所述排水沟结构的截面为U型；护墙结构的底部和所述排水沟结构的底部对齐，所述护墙结构的截面为L型，且所述护墙结构下侧部和所述排水沟结构的下侧部贴合，且所述护墙结构和所述排水沟结构为一体式结构；所述护墙结构内部设有上排水管和下排水管；排水结构包括排水池，所述排水池的一侧和所述护墙结构连接，所述排水池内部铺设有碎石填充结构。该发明一方面，柔性支护结构的底部为密封层，可以防止雨水渗入膨胀土边坡，减少膨胀土变形。另一方面，当膨胀土边坡发生形变时，柔性支护结构不会被膨胀土边坡的形变损坏。
Flexible supporting system and method based on expansive soil slope
The invention discloses a flexible supporting system and method based on an expansive soil side slope. The flexible supporting system comprises a drainage ditch structure, and the section of the drainage ditch structure is in a U shape; the bottom of the parapet wall structure is aligned with the bottom of the drainage ditch structure, the section of the parapet wall structure is in an L shape, the lower side portion of the parapet wall structure is attached to the lower side portion of the drainage ditch structure, and the parapet wall structure and the drainage ditch structure are of an integrated structure. An upper drainage pipe and a lower drainage pipe are arranged in the parapet wall structure; the drainage structure comprises a drainage pool, one side of the drainage pool is connected with the parapet wall structure, and a gravel filling structure is laid in the drainage pool. On one hand, the sealing layer is arranged at the bottom of the flexible supporting structure, rainwater can be prevented from seeping into the expansive soil side slope, and expansive soil deformation is reduced. On the other hand, when the expansive soil side slope deforms, the flexible supporting structure cannot be damaged by deformation of the expansive soil side slope.
本发明公开了一种基于膨胀土边坡的柔性支护系统及方法，包括排水沟结构，所述排水沟结构的截面为U型；护墙结构的底部和所述排水沟结构的底部对齐，所述护墙结构的截面为L型，且所述护墙结构下侧部和所述排水沟结构的下侧部贴合，且所述护墙结构和所述排水沟结构为一体式结构；所述护墙结构内部设有上排水管和下排水管；排水结构包括排水池，所述排水池的一侧和所述护墙结构连接，所述排水池内部铺设有碎石填充结构。该发明一方面，柔性支护结构的底部为密封层，可以防止雨水渗入膨胀土边坡，减少膨胀土变形。另一方面，当膨胀土边坡发生形变时，柔性支护结构不会被膨胀土边坡的形变损坏。
Flexible supporting system and method based on expansive soil slope
一种基于膨胀土边坡的柔性支护系统及方法
JI GUOQING (Autor:in) / JIN XIN (Autor:in) / WANG TAO (Autor:in) / ZHANG XINGUI (Autor:in) / QIN YAOMING (Autor:in) / OU KAI (Autor:in) / LI QINGBIN (Autor:in) / ZENG RUISHENG (Autor:in) / LU HAIYI (Autor:in) / HUANG RUIHONG (Autor:in)
10.12.2024
Patent
Elektronische Ressource
Chinesisch
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