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A platform for research: civil engineering, architecture and urbanism
Reinforced embankment structure adopting building solid waste and construction method
The invention discloses a reinforced embankment structure adopting building solid waste and a construction method, and belongs to the technical field of building solid waste embankment structures and construction. The problems that in the prior art, a reinforced soil structure is low in connection strength, an obvious contact section exists between a traditional reinforced soil structure and a roadbed behind a wall, sedimentation is large, and building solid waste resources need to be recycled are solved. The structure comprises a head anchoring beam, a middle anchoring beam, a tail anchoring beam and a reinforced soil body, the reinforced soil body comprises multiple layers of reinforced geotechnical cloth and multiple building solid waste filling layers which are alternately stacked, and the tail anchoring beam, the middle anchoring beam and the head anchoring beam are sequentially arranged in the direction gradually away from the longitudinal axis of a roadbed. One end of the reinforced geotechnical cloth wraps the tail anchoring beam, the other end of the reinforced geotechnical cloth wraps the head anchoring beam, and the middle anchoring beam is pressed on the reinforced geotechnical cloth and located over the center of the cross section of the embankment. The method can be applied to the technical field of building solid waste embankment structures and construction.
本发明公开了一种采用建筑固废的加筋路堤结构及施工方法，属于建筑固废路堤结构及施工技术领域，用以解决现有技术中加筋土结构的连接强度较低、传统加筋土结构与墙后路基之间存在明显接触断面、沉降较大和建筑固废资源再生利用中的至少要一个问题。该结构包括首部锚固梁、中部锚固梁、尾部锚固梁、加筋土体，加筋土体包括交替层叠的多层加筋土工布和多层建筑固废填土层，沿逐渐远离路基纵向轴线的方向，尾部锚固梁、中部锚固梁和首部锚固梁依次布置，加筋土工布的一端包裹于尾部锚固梁上，加筋土工布的另一端包裹于首部锚固梁上，中部锚固梁压在加筋土工布上且位于路堤横断面中心的正上方。本发明可用于建筑固废路堤结构及施工技术领域。
Reinforced embankment structure adopting building solid waste and construction method
The invention discloses a reinforced embankment structure adopting building solid waste and a construction method, and belongs to the technical field of building solid waste embankment structures and construction. The problems that in the prior art, a reinforced soil structure is low in connection strength, an obvious contact section exists between a traditional reinforced soil structure and a roadbed behind a wall, sedimentation is large, and building solid waste resources need to be recycled are solved. The structure comprises a head anchoring beam, a middle anchoring beam, a tail anchoring beam and a reinforced soil body, the reinforced soil body comprises multiple layers of reinforced geotechnical cloth and multiple building solid waste filling layers which are alternately stacked, and the tail anchoring beam, the middle anchoring beam and the head anchoring beam are sequentially arranged in the direction gradually away from the longitudinal axis of a roadbed. One end of the reinforced geotechnical cloth wraps the tail anchoring beam, the other end of the reinforced geotechnical cloth wraps the head anchoring beam, and the middle anchoring beam is pressed on the reinforced geotechnical cloth and located over the center of the cross section of the embankment. The method can be applied to the technical field of building solid waste embankment structures and construction.
本发明公开了一种采用建筑固废的加筋路堤结构及施工方法，属于建筑固废路堤结构及施工技术领域，用以解决现有技术中加筋土结构的连接强度较低、传统加筋土结构与墙后路基之间存在明显接触断面、沉降较大和建筑固废资源再生利用中的至少要一个问题。该结构包括首部锚固梁、中部锚固梁、尾部锚固梁、加筋土体，加筋土体包括交替层叠的多层加筋土工布和多层建筑固废填土层，沿逐渐远离路基纵向轴线的方向，尾部锚固梁、中部锚固梁和首部锚固梁依次布置，加筋土工布的一端包裹于尾部锚固梁上，加筋土工布的另一端包裹于首部锚固梁上，中部锚固梁压在加筋土工布上且位于路堤横断面中心的正上方。本发明可用于建筑固废路堤结构及施工技术领域。
Reinforced embankment structure adopting building solid waste and construction method
一种采用建筑固废的加筋路堤结构及施工方法
LIU JIAN (author) / ZHAO JIANHONG (author) / ZHANG DA (author) / WANG QI (author) / WU BIN (author) / YANG GUANGQING (author) / WANG LEI (author) / XIE CHANGYONG (author) / XU PENG (author) / XING ENKUO (author)
2024-09-17
Patent
Electronic Resource
Chinese
IPC:
E01C
Bau von Straßen, Sportplätzen oder dgl., Decken dafür
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