Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Pile-anchor straining beam structure and construction method
The invention discloses a pile-anchor straining beam structure and a construction method, and relates to the technical field of foundations, the pile-anchor straining beam structure comprises short piles and anti-pulling anchoring parts which are connected in a rock-soil foundation, and the short piles and the anti-pulling anchoring parts are arranged in a criss-cross mode; the anti-uplift reinforced layer is connected with the short piles and the rock-soil foundation; the straining beam assembly is connected to the side, away from the short pile, of the uplift-resistant reinforced layer and connected with the uplift-resistant anchoring part; the mattress layer is connected to the side, away from the uplift-resistant reinforced layer, of the straining beam assembly, and the mattress layer is used for being connected to the bottom of the soil roadbed. Aiming at the technical problem that the rock-soil foundation is easy to heave and sink, the invention has the technical effect that the rock-soil foundation has good expansion-reducing and shrinkage-resisting performance.
本发明公开了一种桩‑锚系梁结构及施工方法，涉及地基技术领域，包括连接于岩土地基中的短桩和抗拔锚固件，短桩和抗拔锚固件纵横交错设置；抗隆起加筋层，抗隆起加筋层和短桩以及岩土地基均连接；连接于抗隆起加筋层远离短桩的一侧的系梁组件，系梁组件和抗拔锚固件连接；连接于系梁组件远离抗隆起加筋层的一侧的褥垫层，褥垫层用于连接在土质路基的底部。针对岩土地基易发生隆起与下沉的技术问题，本发明的技术效果在于它使得岩土地基具有良好的减胀抗缩性能。
Pile-anchor straining beam structure and construction method
The invention discloses a pile-anchor straining beam structure and a construction method, and relates to the technical field of foundations, the pile-anchor straining beam structure comprises short piles and anti-pulling anchoring parts which are connected in a rock-soil foundation, and the short piles and the anti-pulling anchoring parts are arranged in a criss-cross mode; the anti-uplift reinforced layer is connected with the short piles and the rock-soil foundation; the straining beam assembly is connected to the side, away from the short pile, of the uplift-resistant reinforced layer and connected with the uplift-resistant anchoring part; the mattress layer is connected to the side, away from the uplift-resistant reinforced layer, of the straining beam assembly, and the mattress layer is used for being connected to the bottom of the soil roadbed. Aiming at the technical problem that the rock-soil foundation is easy to heave and sink, the invention has the technical effect that the rock-soil foundation has good expansion-reducing and shrinkage-resisting performance.
本发明公开了一种桩‑锚系梁结构及施工方法，涉及地基技术领域，包括连接于岩土地基中的短桩和抗拔锚固件，短桩和抗拔锚固件纵横交错设置；抗隆起加筋层，抗隆起加筋层和短桩以及岩土地基均连接；连接于抗隆起加筋层远离短桩的一侧的系梁组件，系梁组件和抗拔锚固件连接；连接于系梁组件远离抗隆起加筋层的一侧的褥垫层，褥垫层用于连接在土质路基的底部。针对岩土地基易发生隆起与下沉的技术问题，本发明的技术效果在于它使得岩土地基具有良好的减胀抗缩性能。
Pile-anchor straining beam structure and construction method
一种桩-锚系梁结构及施工方法
QIN XIEYU (Autor:in) / CHEN WEIZHI (Autor:in) / LUO JUN (Autor:in) / JIANG ZHIHUA (Autor:in) / MENG CHENXI (Autor:in) / SHEN YUAN (Autor:in) / WANG YU (Autor:in) / SHEN BOWEN (Autor:in) / CHAN ON BON PETER (Autor:in) / LI NAN (Autor:in)
11.10.2022
Patent
Elektronische Ressource
Chinesisch
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