Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The invention discloses a combined steel plate anchoring body. The combined steel plate anchoring body is arranged in a soil body on the side edge of an object to be anchored and comprises a supporting wall and an anchoring assembly. A plurality of supporting panels are arranged and driven into the side edge of a foundation pit to be dug one by one, anchoring holes in the two sides of each supporting panel are attached to each other, the supporting panels are arranged in a staggered mode and attached to each other to form the supporting wall, the anchoring assembly penetrates through an anchoring channel, an anchor cable tensions the outer side panel face of the supporting panel on the outer side, the soil body below an ancient tree or an ancient tomb expands, and an attached supporting wall structure is formed on the inner side panel face of the supporting panel. The manufacturing and construction difficulty is low, and the water retaining and soil retaining effects are stable. After foundation pit treatment is completed, the supporting panels can be pulled out, and the subsequent growth of the ancient tree is prevented from being affected. Compared with a cast-in-place pile and clamping groove inserting type retaining wall, the supporting panels of the attached structure have the advantages that the friction force is reduced, the structure of the corresponding anchoring assembly is simpler, the dismounting difficulty is lower, and the dismounting efficiency is higher.
本发明公开了一种组合式钢板锚固体，所述组合式钢板锚固体设置于待锚固物侧边的土体中，包括支护墙和锚固总成，通过设置多个支护面板，支护面板逐个打入待挖基坑的侧边，将各个支护面板的两侧锚固孔相互贴合，交错设置且相互贴合的形成支护墙，锚固总成穿过锚固通道，使得锚索拉紧外侧的支护面板外侧板面，古树或古墓下方的土体扩张，对支护面板的内侧板面，形成贴紧的支护墙结构，制造及施工难度低，挡水及挡土效果稳定，并且在完成基坑处理后，支护面板可以拔除，避免影响古树后续的生长，贴合结构的支护面板相比采用灌注桩及卡槽插接式的挡土墙，摩擦力降低，对应锚固总成的结构更加简单，拆卸难度更低，拆解效率更高。
The invention discloses a combined steel plate anchoring body. The combined steel plate anchoring body is arranged in a soil body on the side edge of an object to be anchored and comprises a supporting wall and an anchoring assembly. A plurality of supporting panels are arranged and driven into the side edge of a foundation pit to be dug one by one, anchoring holes in the two sides of each supporting panel are attached to each other, the supporting panels are arranged in a staggered mode and attached to each other to form the supporting wall, the anchoring assembly penetrates through an anchoring channel, an anchor cable tensions the outer side panel face of the supporting panel on the outer side, the soil body below an ancient tree or an ancient tomb expands, and an attached supporting wall structure is formed on the inner side panel face of the supporting panel. The manufacturing and construction difficulty is low, and the water retaining and soil retaining effects are stable. After foundation pit treatment is completed, the supporting panels can be pulled out, and the subsequent growth of the ancient tree is prevented from being affected. Compared with a cast-in-place pile and clamping groove inserting type retaining wall, the supporting panels of the attached structure have the advantages that the friction force is reduced, the structure of the corresponding anchoring assembly is simpler, the dismounting difficulty is lower, and the dismounting efficiency is higher.
本发明公开了一种组合式钢板锚固体，所述组合式钢板锚固体设置于待锚固物侧边的土体中，包括支护墙和锚固总成，通过设置多个支护面板，支护面板逐个打入待挖基坑的侧边，将各个支护面板的两侧锚固孔相互贴合，交错设置且相互贴合的形成支护墙，锚固总成穿过锚固通道，使得锚索拉紧外侧的支护面板外侧板面，古树或古墓下方的土体扩张，对支护面板的内侧板面，形成贴紧的支护墙结构，制造及施工难度低，挡水及挡土效果稳定，并且在完成基坑处理后，支护面板可以拔除，避免影响古树后续的生长，贴合结构的支护面板相比采用灌注桩及卡槽插接式的挡土墙，摩擦力降低，对应锚固总成的结构更加简单，拆卸难度更低，拆解效率更高。
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