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Quincunx concrete pipe pile

A concrete pipe pile and quincunx-shaped technology, which is applied in the direction of sheet pile walls, buildings, and foundation structure engineering, can solve the problems of not giving full play to the performance of pipe pile materials, shortening the service life of pipe piles, and low material utilization, so as to avoid Adverse effects, improvement of compressive properties and tensile properties, effects of improving bending properties

Pending Publication Date: 2018-06-29
CHINA UNIV OF GEOSCIENCES (WUHAN)
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

After research, the external cross-sections of concrete pipe piles currently on the market are mainly circular, square or other non-streamlined cross-sections. The specific surface area of ​​circular pipe piles is relatively small, and the material utilization rate is relatively low. Performance, although the specific surface area of ​​square pipe piles or other non-streamlined pipe piles is relatively large, they are prone to stress concentration at the corners of their cross-sections, and long-term stress concentration during use tends to shorten the service life of pipe piles

Method used

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  • Quincunx concrete pipe pile
  • Quincunx concrete pipe pile
  • Quincunx concrete pipe pile

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0036] Please refer to Figure 5 , the pile point is a closed pile point 6, and the closed pile point 6 includes a top 61 and a head 62, such as Figure 5 As shown in Figure (a) and Figure (b), the top 61 is in the shape of a circular column, and passes through the corresponding metal plate 5 (the bottom metal plate) and extends into the space of the pile body. The cavity plays the role of the cavity connecting the metal plate 5 and the pile body, so that the connection between the metal plate 5 and the pile body is closer. The head 62 is conical and is located at the lower end of the top 61 for squeezing soil. Such as Figure 5 As shown in the figure (c), the underside of the head 62 is provided with N reinforcing ribs 63, and the N reinforcing ribs 63 are set in one-to-one correspondence with the N convex arcs 46, and the N reinforcing ribs 63 equally angularly spaced divergent distributions whose vertices intersect.

Embodiment 2

[0038] Please refer to Figure 6 , the pile point is an open pile point 7, and the open pile point 7 includes a surrounding part 71 and a soil squeezing part 72, and the surrounding part 71 covers the corresponding metal plate 5 (the bottom metal plate) The edge of the metal plate 5 and the pile body are connected, and the soil-squeezing part 72 is 2N steel plates, which are respectively welded outward on the symmetrical line of the concave arc and the convex arc on the side of the surrounding part 71 .

[0039] The construction method of quincunx-shaped concrete pipe pile of the present invention, comprises the steps:

[0040] Step 1: Surveying and setting out: set up control piles and benchmarking points near the piling construction area, and their positions should not be affected by piling (outside 40m from the operation site). Axis control piles should be set 5-10m away from the external wall piles to control the pile foundation axis and elevation;

[0041] Step 2: Measu...

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Abstract

The invention provides a quincunx concrete pipe pile. The quincunx concrete pipe pile comprises a pile body and metal plates welded to the upper end and the lower end of the pile body. The pile body comprises a reinforcement cage and concrete filling the reinforcement cage. The cross section of the pile body comprises a hollow inner circle and a quincunx outline. The outline is composed of N convex arcs and N concave arcs at intervals, and the adjacent convex arcs and concave arcs are connected in a streamline mode. The reinforcement cage comprises N pairs of main bars and N reinforcing meshes, and further comprises a plurality of hoops, each pair of main bars are located on the symmetry line of the corresponding concave arcs, each reinforcing mesh is located on the symmetry line of the corresponding convex arcs, the multiple hoops are arranged up and down and are parallel, each hoop is welded and fixed to the N pairs of main bars and the N reinforcing meshes, each reinforcing mesh comprises two vertical bars and a plurality of short bars located between the two vertical bars and used for connecting the two vertical bars, the two vertical bars of each reinforcing mesh are located on the symmetry line of the corresponding convex arcs, are parallel to the main bars, penetrate through the concrete on the pile body in the up and down direction together with the main bars and are welded to a metal plate, and N is a natural number bigger than 3.

Description

technical field [0001] The invention relates to the technical field of construction, in particular to a plum blossom-shaped concrete pipe pile and a construction method thereof. Background technique [0002] With the rapid development of construction, transportation and marine foundation engineering, pile foundation engineering is widely used in engineering practice. Due to the increasing application of pile foundation engineering, more and more scholars have begun to study how to improve the bearing capacity of pile foundation and how to make full use of pile materials. After investigation, it is found that among the methods to improve the performance of pile foundations, increasing the pile length or pile diameter can improve the bearing performance of pile foundations, but only by increasing the pile body material to improve the bearing capacity of pile foundations, this method is neither economical nor expensive. Therefore, seeking to achieve high bearing capacity, low ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/30E02D7/06
CPCE02D5/30E02D7/06E02D2200/16
Inventor 杨松吴文兵梁荣柱方宇翔康成李称田乙邢康宇姚赵田张凯顺
Owner CHINA UNIV OF GEOSCIENCES (WUHAN)
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