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Construction method of separable fulcrum pile

A construction method and separate technology, applied in sheet pile walls, foundation structure engineering, roads, etc., can solve the problems of step-by-step cast-in-place frames affecting the construction period, achieve good wall protection effect, shorten construction period, and improve construction efficiency

Inactive Publication Date: 2020-12-04
CHINA RAILWAY NO 10 ENG GRP NO 1 ENG CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

According to the original design plan, the part of the frame that is affected by the fulcrum pile of the construction line needs to be cast in two steps. However, the actual situation on the site requires the opening of the part that is affected by the fulcrum pile of the fulcrum pile in advance. The step-by-step cast-in-place frame has seriously affected the construction period.

Method used

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  • Construction method of separable fulcrum pile
  • Construction method of separable fulcrum pile
  • Construction method of separable fulcrum pile

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Embodiment Construction

[0032] The present invention will be further described below in conjunction with accompanying drawing by non-limiting embodiment:

[0033] As shown in the accompanying drawings, the fulcrum pile passes through the box culvert 1, and the upper part of the fulcrum pile extends into the top floor of the box culvert, which is difficult to remove, so a detachable fulcrum pile is designed.

[0034] The detachable fulcrum pile 2 adopts the bored pile construction technology to form a pile, and the detachable fulcrum pile 2 includes a pile body 21 at the bottom and a pile head 22 at the top of the pile body 21 . Each detachable fulcrum pile 2 is provided with four steel rails 3 on the upper end of the pile body 21, and the steel rails 3 are arranged parallel to the center line of the fulcrum pile. Inside the pile head 22 , a PVC sleeve 4 is sheathed on the outside of the steel rail 3 inside the pile head 22 . In the present embodiment, steel rail 3 adopts P43 steel rail, and the leng...

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Abstract

The invention discloses a construction method of a separable fulcrum pile. The separable fulcrum pile is formed by adopting a drilled pile construction process and comprises a pile body positioned atthe lower part and a pile head positioned at the upper part of the pile body, wherein four steel rails are arranged at the upper end part of the pile body; the lower ends of the steel rails are embedded in the pile body; the upper ends of the steel rails extend into the pile head; and PVC (polyvinyl chloride) sleeves are sleeved outside the steel rails positioned in the pile head. The constructionmethod comprises the following specific construction steps of: (1) preparing for construction; (2) embedding a pile casing; (3) placing a drilling machine in place and drilling; (4) cleaning a hole for the first time; (5) manufacturing and installing a reinforcement cage, wherein the reinforcement cage is formed by manufacturing, hoisting and welding in sections; the embedded steel rails are fixed at the designed elevation positions on the reinforcement cage, and the PVC sleeves are sleeved outside the parts of the steel rails, which extend into the pile head, and are hoisted into the drilledhole together with the reinforcement cage; (6) installing a guide pipe and cleaning the hole for the second time; (7) pouring underwater concrete; and (8) naturally curing the pile body after pile forming.

Description

technical field [0001] The invention relates to a construction method of a fulcrum pile, belonging to the technical field of building construction. Background technique [0002] With the rapid development of the transportation industry, the railway-related transitional project has increasingly become an important part of the construction of temporary facilities in the project. The application of temporary beam fulcrum piles is becoming more and more common, and the technology is becoming more and more mature. However, the particularity of the construction of the beam fulcrum piles determines that the temporary transitional structures encountered cannot be simply repeated. Different regions and different locations have different characteristics, and there are many actual on-site applications. However, in some special areas or projects, the efficiency is very low simply according to the conventional construction technology of convenient beam fulcrum piles. For example, it is u...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/38E02D7/00E01B2/00E02D15/06
CPCE01B2/006E02D5/38E02D7/00E02D15/06
Inventor 于立民刘长征刘明忠姚德臣王继山高志强路洪斌王浩张锐金增禄井永军郭斌朱建强娄本玲吉勇马海建孟磊杨海涛刘建民赵连东吕飞蒋广胜赵永前李安华周营
Owner CHINA RAILWAY NO 10 ENG GRP NO 1 ENG CO LTD
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