Deep-layer dense multi-branch pile and application thereof

A branch pile and dense technology, which is applied to deep dense multi-branch piles and its application fields, can solve the problems of difficult pile length consistency, increase construction procedures, and reduce reliability, so as to increase the side surface area of ​​the pile body and improve the pile side surface area. Friction, the effect of increasing the vertical bearing capacity

Active Publication Date: 2015-05-06
CHINA RAILWAY IND GRP EQUIP ENG CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0008] 2. The length and size of the prefabricated toothed piles are relatively fixed. Although suitable sizes can be prefabricated in sections according to the needs of the construction site, the construction of this type of piles requires pile connection, which increases the construction process and reduces the reliability of the pile. In actual construction, due to the difference in the soil quality of the foundation, it is difficult to achieve the same length of all the piles on the same construction site, which will cause some piles to be cut off
[0009] 3. The prefabricated toothed piles are prefabricated in the factory, and they need to be transported long-distance when they arrive at the construction site. When the piles are implanted in the foundation, they need to be clamped by clamps or hammered to plant them. Therefore, the piles must have sufficient strength to To ensure that there will be no breakage during transportation and construction, the choice of pile material needs to ensure the strength of the pile body, and the types of available materials are greatly limited

Method used

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  • Deep-layer dense multi-branch pile and application thereof
  • Deep-layer dense multi-branch pile and application thereof

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Embodiment Construction

[0034] A deep dense multi-branch pile, comprising a columnar main body and sheet-like branches, and the sheet-like branches are arranged around the columnar main body, wherein, the length direction of the pile body is segmented or not segmented, and segmented The upper pile body of the pile body is a variable-diameter regulation bearing capacity section, and the lower pile body is a multi-branch section.

[0035] Wherein, the main parameters of the cross-section of the pile body include the diameter of the columnar main body ΦDa, the length L of the sheet-like branches, the width B of the sheet-like branches, and the number n of the sheet-like branches, and the main parameters of the pile body in the sub-sections include variable diameter Segment diameter ΦDb, pile body length H, variable diameter segment length h.

[0036] Among them, the diameter of the columnar body ΦDa ranges from Φ250 to Φ600 mm; the length of the sheet-like branches L ranges from 150 to 450 mm; the width...

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Abstract

The invention relates to a deep-layer dense multi-branch pile and an application thereof. The deep-layer dense multi-branch pile comprises a columnar main body and sheet-shaped branch bodies, wherein the sheet-shaped branch bodies are arranged on the periphery of the columnar main body; a pile body is provided with a segmented section or a non-segmented section in a length direction; an upper part pile body of the pile body of the segmented section is a reducing regulating and controlling bearing capacity section; and a lower part pile body is a multi-branch section.

Description

technical field [0001] The invention belongs to the technical field of construction, and in particular relates to a deep dense multi-branch pile and its application. Background technique [0002] During the construction of railways, highways and other construction projects, foundation treatment is often required, and the choice of pile type and construction method directly determine the bearing capacity and cost of the pile body. The pile bearing the vertical downward load transmits the superstructure load to the deep soil (rock) layer of the foundation through the friction resistance of the side surface of the pile body and the resistance of the pile end. Therefore, the vertical bearing capacity of the pile body is closely related to the geometric dimensions of the pile body, and in engineering projects, most of the piles mainly bear vertical loads. [0003] It can be known from engineering examples and design calculations that the larger the ratio of the lateral surface a...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D5/38E02D5/48B66D1/14B66D1/48B66D5/14
Inventor 李文豪李劲王进怀喻可铸付鹏
Owner CHINA RAILWAY IND GRP EQUIP ENG CO LTD
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