Underwater open caisson neighboring anchor pile positioning method and structure
A positioning method and a technology for positioning structures, which are applied in infrastructure engineering, caissons, buildings, etc., can solve the problems of difficulty in controlling the uniformity of force, large-scale anchor pier systems, and large water area occupation, etc., and achieve a clear force transmission structure , Reduce construction difficulty and construction cost, and save construction cost
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Embodiment 1
[0034] like figure 1 , figure 2 As shown, in this embodiment, a method for positioning the anchor piles adjacent to the caisson in water, the front anchor piles 1 located on the upstream surface of the caisson 5 and the rear anchor piles located on the downstream surface of the caisson 5 are arranged in the implantation area of the caisson 5 Pile 2, make the caisson 5 sink in the area surrounded by the front anchor pile 1 and the rear anchor pile 2, and the distance between the front anchor pile 1 and the caisson 5 is between 30cm and 100cm, so The distance between the rear anchor pile 2 and the caisson 5 is between 30cm and 100cm.
[0035] Implant the front anchor pile 1 and the rear anchor pile 2 into the river bed 4 respectively, such as image 3 , Figure 4 As shown, after the front anchor pile 1 and the rear anchor pile 2 are installed, the caisson 5 is lowered and implanted. The use of the front anchor pile 1 and the rear anchor pile 2 can reduce the positioning a...
Embodiment 2
[0038] On the basis of the above embodiment, in this embodiment, both the front anchor pile 1 and the rear anchor pile 2 are steel pipe piles 6 . The steel pipe pile 6 is an existing structure, which can be used directly without secondary processing, and is easy to be driven into the riverbed 4, which is beneficial to improve the construction efficiency. In this embodiment, other undescribed contents are the same as those in the above-mentioned embodiment, and thus are not described repeatedly.
Embodiment 3
[0040] like Figure 5 , Image 6 As shown, on the basis of the above embodiment, in this embodiment, the front anchor pile 1 is formed by connecting two steel pipe piles 6 through a plurality of connecting rods 7 . The rear anchor pile 2 is formed by connecting two steel pipe piles 6 through several connecting rods 7 .
[0041] The hardness of the river bed 4 is not high, and there is usually silt on the surface of the river bed 4. After the steel pipe pile 6 is driven into the river bed 4, there will be a risk of loosening and tilting under the action of the water flow. Two steel pipe piles 6 are used and connected through the connecting rod 7 The front anchor pile 1 and the rear anchor pile 2 are connected to make the front anchor pile 1 and the rear anchor pile 2, which can increase the number of fulcrums after the front anchor pile 1 and the rear anchor pile 2 are driven into the riverbed 4, thereby increasing the front anchor pile 1 and the rear anchor pile 1. The stabi...
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