CN108691313A - The pile pile that a kind of core is reinforced - Google Patents

The pile pile that a kind of core is reinforced Download PDF

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Publication number
CN108691313A
CN108691313A CN201710232693.0A CN201710232693A CN108691313A CN 108691313 A CN108691313 A CN 108691313A CN 201710232693 A CN201710232693 A CN 201710232693A CN 108691313 A CN108691313 A CN 108691313A
Authority
CN
China
Prior art keywords
pile
supporting rack
reinforcement cage
steel reinforcement
end plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201710232693.0A
Other languages
Chinese (zh)
Inventor
苏万周
杨继达
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tianjin Jinpeng Pipe Manufacturing Co Ltd
Original Assignee
Tianjin Jinpeng Pipe Manufacturing Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Tianjin Jinpeng Pipe Manufacturing Co Ltd filed Critical Tianjin Jinpeng Pipe Manufacturing Co Ltd
Priority to CN201710232693.0A priority Critical patent/CN108691313A/en
Publication of CN108691313A publication Critical patent/CN108691313A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/38Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

The present invention provides the pile pile of a kind of core reinforcing, including pile body, metal enclosed end plate in pile body bottom, the steel reinforcement cage that is arranged in the pile pile, supporting steel frame is arranged, and supporting rack is lain on metal enclosed end plate, and steel reinforcement cage is placed on supporting rack;Support frame as described above is that I-shaped, described supporting rack is multiple with steel reinforcement cage and replaces placement;The concrete with swelling agent is perfused in the pile pile.The present invention provides the pile pile of a kind of core reinforcing, and the flat weight bearing power of pile pile water resistant produced is strong, and tubular pile body is not easy crack occur, and few using steel, cost-effective.

Description

The pile pile that a kind of core is reinforced
Technical field
The present invention relates to the pile piles that a kind of stake for building, specifically a kind of core are reinforced.
Background technology
In pile sinking, since geology is softer or other reasons, pile pile may run-off the straight, to cause pile pile end or Middle part is broken, or since geology is harder, and piling machine may fracture pile pile.The prior art is usually by the pile pile of damage It hangs out, again pile sinking.The above situation causes the significant wastage and claim for eot of resource, or the pile pile of damage not to be found, And cause the decline of construction quality.The object of the present invention is to provide the pile piles that a kind of core is reinforced, it can improve the anti-of pile pile Horizontal loading ability reduces the generation for splitting phenomenon, improves construction quality, saves cost.
Invention content
Present invention seek to address that the defect of the prior art, provides the pile pile of a kind of core reinforcing.The pipe that a kind of core is reinforced Stake, including pile body, metal enclosed end plate in pile body bottom, the steel reinforcement cage that is arranged in the pile pile, supporting steel frame, branch are set Support is lain on metal enclosed end plate, and steel reinforcement cage is placed on supporting rack.
Preferably, support frame as described above is I-shaped, and the supporting rack is multiple with steel reinforcement cage and replaces placement.
Preferably, the concrete with swelling agent is perfused in the pile pile.
Description of the drawings
In order to illustrate more clearly of the technical solution in patent of the present invention, required use in being described below to embodiment Attached drawing be briefly described, it should be apparent that, drawings in the following description are only some embodiments of the invention, for this For the those of ordinary skill of field, without creative efforts, others are can also be obtained according to these attached drawings Attached drawing.
Fig. 1 is the cross section structure schematic diagram for the pile pile that a kind of core provided by the invention is reinforced.
[Fu Tubiaoji &#93 in figure;:
1. metal enclosed end plate, 2. supporting racks, 3. pile bodies, 4. steel reinforcement cages.
Specific implementation mode
To make the object, technical solutions and advantages of the present invention clearer, the implementation below in conjunction with attached drawing to the present invention Mode is described in further detail.Those skilled in the art can understand the present invention easily by the content disclosed by this specification Other advantages and effect.The present invention can also be embodied or applied by other different embodiments, this explanation Every details in book can also be based on different viewpoints and application, without departing from the spirit of the present invention carry out various modifications or Change.
Above and other technical characteristic and advantageous effect, by conjunction with the embodiments and attached drawing the pile pile of the present invention is carried out it is detailed Explanation.As shown, Fig. 1 is the cross section structure schematic diagram for the pile pile that a kind of core provided by the invention is reinforced.
As shown in Figure 1, the present invention provides the pile pile of a kind of core reinforcing, including pile body 3, gold in 3 bottom of pile body is set Belong to Closed end plate 1, supporting rack 2 to lie on metal enclosed end plate 1 to be I-shaped, band is perfused after being placed on supporting rack in steel reinforcement cage 4 The concrete of swelling agent, supporting rack 2 replace placement with steel reinforcement cage 4, and the particular number of supporting rack 2 and steel reinforcement cage 4 is according to practical need It places.
Finally it should be noted that:Obviously, the above embodiment is merely an example for clearly illustrating the present invention, and simultaneously The non-restriction to embodiment.For those of ordinary skill in the art, it can also do on the basis of the above description Go out other various forms of variations or variation.There is no necessity and possibility to exhaust all the enbodiments.And thus drawn The obvious changes or variations that Shen goes out are still in the protection scope of this invention.

Claims (3)

1. a kind of core reinforce pile pile, including pile body, be arranged pile body bottom metal enclosed end plate, be arranged in the pile pile Interior steel reinforcement cage, supporting rack, supporting rack are lain on metal enclosed end plate, and steel reinforcement cage is placed on supporting rack.
2. the pile pile that a kind of core according to claim 1 is reinforced, it is characterised in that:Support frame as described above is I-shaped, institute The supporting rack stated is multiple with steel reinforcement cage and replaces placement.
3. the pile pile that a kind of core according to claim 1 is reinforced, it is characterised in that:Perfusion band swelling agent in the pile pile Concrete.
CN201710232693.0A 2017-04-11 2017-04-11 The pile pile that a kind of core is reinforced Pending CN108691313A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710232693.0A CN108691313A (en) 2017-04-11 2017-04-11 The pile pile that a kind of core is reinforced

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710232693.0A CN108691313A (en) 2017-04-11 2017-04-11 The pile pile that a kind of core is reinforced

Publications (1)

Publication Number Publication Date
CN108691313A true CN108691313A (en) 2018-10-23

Family

ID=63842489

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710232693.0A Pending CN108691313A (en) 2017-04-11 2017-04-11 The pile pile that a kind of core is reinforced

Country Status (1)

Country Link
CN (1) CN108691313A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113944194A (en) * 2021-11-29 2022-01-18 东北农业大学 Pile foundation isolation anti-freezing measure adapting to underground water level

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113944194A (en) * 2021-11-29 2022-01-18 东北农业大学 Pile foundation isolation anti-freezing measure adapting to underground water level

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Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
WD01 Invention patent application deemed withdrawn after publication
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20181023