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Polygonal prefabricated pile

A prefabricated pile and polygon technology, applied in sheet pile wall, construction, infrastructure engineering and other directions, can solve the problems of limited increase in relative friction, poor fit, and the uplift bearing performance of variable-section hollow square piles needs to be strengthened. To achieve the effect of improving friction, enhancing anti-pulling bearing performance, and increasing specific surface area

Active Publication Date: 2019-12-03
周兆弟
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, in the axial projection area corresponding to the large cross-section pile, the multiple ribs set on the outer wall of the small cross-section square pile divide the surrounding soil into multiple isolated shaped blocks, which makes the shape block and the small cross-section The outer wall surface of the cross-section square pile is not tightly fitted, which results in a limited increase in the relative friction between the pile body and the surrounding soil, so that the uplift load-bearing performance of the hollow square pile with variable cross-section needs to be strengthened

Method used

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  • Polygonal prefabricated pile
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  • Polygonal prefabricated pile

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0063] Such as figure 1 As shown, the polygonal prefabricated pile 100 provided in this embodiment is formed by pouring concrete in a mold (including at least an upper mold and a lower mold), wherein the polygonal prefabricated pile 100 is embedded with a reinforcement cage or a rigid skeleton. The polygonal prefabricated pile 100 includes a multi-section thick pile section 1 and a multi-section thin pile section 2 forming an integrated structure along a straight line direction (that is, the length direction of the polygonal prefabricated pile 100), and the thin pile section 2 and the thick pile section 1 are aligned along the axial direction. Alternately. In this embodiment, the polygonal prefabricated pile 100 is preferably a solid square pile. Of course, the polygonal prefabricated pile 100 provided by the present invention can also be any regular polygonal solid pile or regular polygonal hollow pile such as regular triangular piles, regular pentagonal piles, regular hexag...

Embodiment 2

[0082] In this embodiment, the parts that are the same as in the first embodiment are given the same reference numerals, and the same text descriptions are omitted.

[0083] Such as Figure 18 As shown, compared with Embodiment 1, the polygonal prefabricated pile 100 provided by this embodiment also has such a structure: each thick pile section 1 is provided with four grooves 12 arranged around the central axis of the polygonal prefabricated pile 100 on the outer wall. The longitudinal direction of the groove 12 is consistent with the longitudinal direction of the polygonal prefabricated pile 100 . Of course, in the polygonal prefabricated pile 100 provided by the present invention, the number of grooves 12 provided on the outer wall of each thick pile section 1 can be any number such as one, two, three, four, five, etc. In addition, it is also possible that at least one thick pile section 1 has a plurality of grooves 12 on the outer wall; it is also possible that the number ...

Embodiment 3

[0089] In this embodiment, the parts that are the same as in the first embodiment are given the same reference numerals, and the same text descriptions are omitted.

[0090] Such as Figure 23 As shown, compared with Embodiment 1, the polygonal prefabricated pile 100 provided by this embodiment also has such a structure: in the length direction of the polygonal prefabricated pile 100, the diameters of the circumscribed circles of each thin pile segment 2 increase sequentially, and each thick The diameter of the circumscribed circle of pile segment 1 increases sequentially. Of course, in the polygonal prefabricated pile 100 provided by the present invention, in the length direction of the polygonal prefabricated pile 100, only the diameters of the circumscribed circles of the thin pile sections 2 can be increased successively, or only the diameters of the circumscribed circles of the thick pile sections 1 can be successively increased. increase. In the structural situation of...

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Abstract

The invention discloses a polygonal prefabricated pile which comprises at least one thin pile section and at least one thick pile section. The thin pile section and the thick pile section form an integrated structure in a linear direction. Outwards-protruding ribbed plates are arranged on the whole or part of the outer wall surfaces of the thin pile sections. In the cross section of the thin pilesections, the maximum linear distance between the outer end surfaces of the ribbed plates and the central axis of the polygonal prefabricated pile is L1, in the cross section of the thick pile sections, the minimum linear distance between the outer wall faces of the thick pile sections and the central axis of the polygonal prefabricated pile is L2, and the minimum linear distance L2 is larger thanthe maximum linear distance L1. By means of the polygonal prefabricated pile, it can be ensured that a soil body around the thin pile sections forms an integrated structure, so a pile body and the soil body around have a larger contact area and a closer fitting effect, the friction force between the pile body and the soil body around is improved, and then the anti-pull load-carrying property of the polygonal prefabricated pile can be greatly enhanced.

Description

technical field [0001] The invention relates to the field of pipe piles, in particular to a polygonal prefabricated pile. Background technique [0002] Under normal circumstances, reinforced concrete prefabricated piles are prefabricated in factories, and then transported to the location where the piles are located. On the basis of a certain degree of application of hammering, static pressure and other technological measures, the pile body Entering the predetermined position, compared with other piles, the reinforced concrete prefabricated piles show the advantages of relatively strong load capacity, relatively small settlement deformation, simple construction, low cost and relatively high efficiency in the process of practical application. , so it has been widely used in pile foundation engineering. [0003] Existing concrete prefabricated piles are usually round piles or square piles, and in the length direction of the concrete prefabricated piles, the shape and size of e...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/24
CPCE02D5/24
Inventor 周兆弟
Owner 周兆弟
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