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Soil-rock combined stratum suspended pile deep foundation pit supporting structure
The invention relates to a soil-rock combined stratum suspended pile deep foundation pit supporting structure, and mainly relates to the technical field of deep foundation pit supporting structures. The composite row piles are vertically arranged underground, the top beams are arranged at the tops of the composite row piles, the multiple waist beams are arranged on one sides of the composite row piles, and the anchor rods penetrate through the composite row piles and the waist beams. The multiple waist beams are parallel to one another and are evenly arranged in the height direction of the composite row piles, one ends of the anchor rods are anchored in a soil layer, and the other ends of the anchor rods abut against the waist beams and are obliquely arranged upwards. The method has the advantages of being stable in supporting effect, convenient to construct and good in economical efficiency.
本申请涉及一种土岩结合地层吊脚桩深基坑支护结构,主要涉及深基坑支护结构的技术领域,其包括垂直设在地面以下的复合排桩、设在所述复合排桩顶部的冠梁、多个设在所述复合排桩一侧的腰梁和多个穿设在所述复合排桩和所述腰梁上的锚杆;多个所述腰梁互相平行且沿着所述复合排桩的高度方向均匀设置,所述锚杆一端锚固在土层中,另一端与所述腰梁抵接且倾斜向上设置。本申请具有支护效果稳定、便于施工、经济性好的优点。
Soil-rock combined stratum suspended pile deep foundation pit supporting structure
The invention relates to a soil-rock combined stratum suspended pile deep foundation pit supporting structure, and mainly relates to the technical field of deep foundation pit supporting structures. The composite row piles are vertically arranged underground, the top beams are arranged at the tops of the composite row piles, the multiple waist beams are arranged on one sides of the composite row piles, and the anchor rods penetrate through the composite row piles and the waist beams. The multiple waist beams are parallel to one another and are evenly arranged in the height direction of the composite row piles, one ends of the anchor rods are anchored in a soil layer, and the other ends of the anchor rods abut against the waist beams and are obliquely arranged upwards. The method has the advantages of being stable in supporting effect, convenient to construct and good in economical efficiency.
本申请涉及一种土岩结合地层吊脚桩深基坑支护结构,主要涉及深基坑支护结构的技术领域,其包括垂直设在地面以下的复合排桩、设在所述复合排桩顶部的冠梁、多个设在所述复合排桩一侧的腰梁和多个穿设在所述复合排桩和所述腰梁上的锚杆;多个所述腰梁互相平行且沿着所述复合排桩的高度方向均匀设置,所述锚杆一端锚固在土层中,另一端与所述腰梁抵接且倾斜向上设置。本申请具有支护效果稳定、便于施工、经济性好的优点。
Soil-rock combined stratum suspended pile deep foundation pit supporting structure
一种土岩结合地层吊脚桩深基坑支护结构
WANG ZHIGANG (author) / LI GUANNAN (author) / JIANG KANGFENG (author) / LI DONG (author) / ZHONG SHUAI (author) / LU JIE (author) / DONG FULIN (author) / CHEN YANHUI (author)
2023-06-23
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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