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Deconstructed finite element assembled prestressed pile suitable for pile bottom hammering pile driving

A finite element, prestressed pile technology, applied in sheet pile walls, foundation structure engineering, construction, etc., can solve problems such as inconvenient transportation, affecting construction efficiency, and force loss, so as to achieve good quality of finished construction products and improve pile sinking efficiency , a high degree of standardization

Inactive Publication Date: 2019-03-26
江西联保工程咨询有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] The traditional pile is generally a whole. Due to its large size and heavy weight, it brings a lot of inconvenience to transportation. Even if it is constructed on site, there will be many problems such as low standardization and poor quality of construction products.
During construction, due to relying on hammering the pile body wall to squeeze the whole pile into the soil layer, it will also cause a lot of noise. Force loss affects construction efficiency

Method used

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  • Deconstructed finite element assembled prestressed pile suitable for pile bottom hammering pile driving
  • Deconstructed finite element assembled prestressed pile suitable for pile bottom hammering pile driving
  • Deconstructed finite element assembled prestressed pile suitable for pile bottom hammering pile driving

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Embodiment Construction

[0027] It should be noted that the orientation words "up, down, top, bottom" in the following embodiments are all described according to the drawings, and do not constitute limitations to the present invention.

[0028] Attached below Figure 1-7 The present invention is described in further detail: as Figure 1-5 As shown, a deconstructed finite element assembled prestressed pile suitable for hammering piles at the bottom of the pile, the combined pile includes a pile body 2, a pile 1 and a sharp corner structure 6; the pile body 1 includes a pile body plate I20, a pile body plate Ⅱ21, and there are two respectively, longitudinal prestressed steel bars 200 are arranged at a certain interval in the longitudinal direction of the pile body plate I20, and protrude from the top of the pile body plate I20, and horizontal reinforcement bars 201 are arranged at a certain interval in the horizontal direction, and one side extends out of the pile body plate I20; The longitudinal prest...

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Abstract

The invention relates to a prestressed concrete composite pile, in particular to a prestressed concrete composite pile adopting post-tensioning method prestress tension. A deconstructed finite elementassembled prestressed pile suitable for pile bottom hammering pile driving comprises a pile body and a pile top. The pile body comprises a pile body plate I and a pile body plate II, a hollow pile body is defined by the pile body plate I and the pile body plate II, and flange structures are embedded into the top and the bottom of the pile body. The middle of the pile top is hollow consistent withthe pile body, a preformed hole allowing a longitudinal prestressed reinforcement to be inserted is formed in the pile top wall in the longitudinal direction, and transverse reinforcements are distributed in the transverse direction at certain intervals. The deconstructed finite element assembled prestressed pile has the beneficial effects that the standard degree is high, and the construction end product quality is high; the product anti-cracking ability is good; noise in the pile driving process can be greatly reduced; concrete can be poured after pile driving is carried out, and the hollowportion can be reserved according to the work condition and design requirements; the pile body wall is adopted as one part of the pile, and the wall protection function of the whole pile is achieved;and multiple piles can be spliced through upper flanges and lower flanges.

Description

technical field [0001] The invention relates to a prestressed concrete composite pile, in particular to a prestressed concrete composite pile which is prestressed and stretched by a post-tensioning method. Background technique [0002] The traditional pile is generally a whole. Due to its large size and heavy weight, it brings a lot of inconvenience to transportation. Even if it is constructed on site, there will be many problems such as low standardization and poor quality of construction products. During construction, due to relying on hammering the pile body wall to squeeze the whole pile into the soil layer, it will also cause a lot of noise. Power loss affects construction efficiency. Contents of the invention [0003] The purpose of the present invention is to solve the problems existing in the prior art and provide a deconstructed finite element assembled prestressed pile with high degree of standardization and good quality of construction products suitable for sin...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/58
CPCE02D5/58
Inventor 钱勇钱崑殷晓旺陈雄
Owner 江西联保工程咨询有限公司
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