CN201843129U - Ribbed concrete composite pile core pipe - Google Patents

Ribbed concrete composite pile core pipe Download PDF

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Publication number
CN201843129U
CN201843129U CN2010205623523U CN201020562352U CN201843129U CN 201843129 U CN201843129 U CN 201843129U CN 2010205623523 U CN2010205623523 U CN 2010205623523U CN 201020562352 U CN201020562352 U CN 201020562352U CN 201843129 U CN201843129 U CN 201843129U
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CN
China
Prior art keywords
concrete composite
core pipe
composite pile
pile
rib
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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.)
Expired - Fee Related
Application number
CN2010205623523U
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Chinese (zh)
Inventor
王常青
苏志强
邹延辉
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Individual
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Individual
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Priority to CN2010205623523U priority Critical patent/CN201843129U/en
Application granted granted Critical
Publication of CN201843129U publication Critical patent/CN201843129U/en
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Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a ribbed concrete composite pile core pipe. The static pressure pile adopted in the existing building construction field is required to be pressed into the ground, so that concrete columns with smooth surfaces are adopted and are pressed into soil under great pressure, during the compaction process, micro cracks can easily generate due to repeated compaction; therefore the quality and the service life of buildings are affected. The ribbed concrete composite pile core pipe comprises a reinforcement skeleton (1), concrete (2) wraps the reinforcement skeleton to jointly form a tubular pile body (3) with an annular cross section, inner concave ribs (4) or outer convex ribs (5) are arranged on the outer side of the tubular pile body. The ribbed concrete composite pile core pipe is used as pile foundation core material in concrete composite pile engineering.

Description

Concrete composite pile core pipe with ribbing
Technical field:
The utility model relates to a kind of building field house foundation that is used for to be built, with the concrete composite pile core pipe with ribbing that uses in pre-coremaking pipe and the construction technology that cast-in-place mode combines.
Background technology:
Existing building field adopts static pressed pile, need be pressed into ground,, adopt immense pressure to be pressed in the compacting process in the soil so adopt ganoid concrete column, punching press is easy to generate micro-crack repeatedly, influences the application life of construction quality and building.
Summary of the invention:
The purpose of this utility model provides a kind of more firm concrete composite pile core pipe of connection that can make between pile tube core body, plain cement layer and the soil layer.
Above-mentioned purpose realizes by following technical scheme:
Concrete composite pile core pipe with ribbing, its composition comprises: coat concrete around the cage of reinforcement, described cage of reinforcement and form the pile tube body of cross section for annular jointly, the external side of described pile tube has indent rib or outer fin.
Above-mentioned concrete composite pile core pipe with ribbing, described indent rib are corrugated indent rib or strip indent rib or point-like indent rib or helical form indent rib.
Above-mentioned concrete composite pile core pipe with ribbing, described outer fin are the outer fin of corrugated or the outer fin of strip or outer fin of point-like or the outer fin of helical form.
Beneficial effect:
1. the utility model has indent rib or outer fin, can effectively solve the bond strength of plain cement layer and core pipe, has strengthened side-friction force, has improved the vertical direction supporting capacity of single pile.
2. the utility model adopts corrugated rib, strip rib, point-like rib or helical form rib according to geology different situations and processing request, and the firm degree of pile tube is strengthened widely, has improved construction quality, has increased the application life of building.
3. the utility model building costs is low, fastness good, can batch production production, can repair before using, and can reach any requirement of building.
4. use this product lens intensity good, at reinforcing bar with do not have under the concrete carrying of compression shock damage, be aided with indent rib or outer fin, by plain cement stake core and the earth are combined closely, forming new best basic schema, is to two kinds of existing in the world pile body technologies--a major transformation of-static pressed pile and monobloc cast pile constructing process.
Description of drawings
Accompanying drawing 1 is the structural representation of the utility model indent rib.
Accompanying drawing 2 is structural representations of the outer fin of the utility model, crescent moon rib.
Accompanying drawing 3 is strip schematic diagrames of rib of the present utility model.
Accompanying drawing 4 is point-like schematic diagrames of rib of the present utility model.
Accompanying drawing 5 is corrugated or helical form schematic diagrames of rib of the present utility model.
The specific embodiment:
Embodiment 1:
Concrete composite pile core pipe with ribbing, its composition comprises: coat the concrete 2 common pile tube bodies 3 that form cross section for annular around the cage of reinforcement 1, described cage of reinforcement, described pile tube body 3 outsides have indent rib 4 or outer fin 5.
Embodiment 2:
Embodiment 1 described concrete composite pile core pipe with ribbing, described rib is corrugated or crescent moon shape rib 6 or strip rib 7 or point-like rib 8 or helical form rib 9.
Embodiment 3:
Embodiment 1 or 2 described concrete composite pile core pipes with ribbing, described indent rib are corrugated or crescent moon shape indent rib 6 or strip indent rib 7 or point-like indent rib 8 or helical form indent rib 9.
Embodiment 4:
Embodiment 1 or 2 or 3 described concrete composite pile core pipes with ribbing, described outer fin are the outer fin 6 of corrugated or crescent moon shape or the outer fin 7 of strip or outer fin 8 of point-like or the outer fin 9 of helical form.

Claims (3)

1. concrete composite pile core pipe with ribbing, its composition comprises: cage of reinforcement is characterized in that: coat concrete around the described cage of reinforcement and form the pile tube body of cross section for annular jointly, the external side of described pile tube has indent rib or outer fin.
2. concrete composite pile core pipe with ribbing according to claim 1 is characterized in that: described indent rib is corrugated indent rib or strip indent rib or point-like indent rib or helical form indent rib.
3. concrete composite pile core pipe with ribbing according to claim 1 and 2 is characterized in that: described outer fin is the outer fin of corrugated or the outer fin of strip or outer fin of point-like or the outer fin of helical form.
CN2010205623523U 2010-10-15 2010-10-15 Ribbed concrete composite pile core pipe Expired - Fee Related CN201843129U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010205623523U CN201843129U (en) 2010-10-15 2010-10-15 Ribbed concrete composite pile core pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010205623523U CN201843129U (en) 2010-10-15 2010-10-15 Ribbed concrete composite pile core pipe

Publications (1)

Publication Number Publication Date
CN201843129U true CN201843129U (en) 2011-05-25

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010205623523U Expired - Fee Related CN201843129U (en) 2010-10-15 2010-10-15 Ribbed concrete composite pile core pipe

Country Status (1)

Country Link
CN (1) CN201843129U (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102337740A (en) * 2011-08-17 2012-02-01 上海奥米制药装备有限公司 Square-prism-reinforced pipe pile and machining method thereof
CN102359103A (en) * 2011-08-17 2012-02-22 上海奥米制药装备有限公司 Square cylindrical pipe pile and processing method thereof
CN102359104A (en) * 2011-08-17 2012-02-22 上海奥米制药装备有限公司 Square cylindrical reinforced tube pile and processing method thereof
CN102720194A (en) * 2012-05-28 2012-10-10 国鼎(南通)管桩有限公司 Prestressed concrete pipe pile with reinforcing rings
CN102720195A (en) * 2012-05-28 2012-10-10 国鼎(南通)管桩有限公司 Prestressed concrete pipe pile with reinforcing rings
CN102814860A (en) * 2012-07-16 2012-12-12 南京工业大学 Processing method of prestressed concrete pile with thread or groove structure
CN104963337A (en) * 2015-07-06 2015-10-07 徐俊 Rib-line-shaped prestressed concrete pipe pile
WO2020086459A1 (en) * 2018-10-21 2020-04-30 Stroyer Benjamin G Deformed pile shaft for providing gripping contact with a supporting medium and resisting the supporting medium from shearing
US11725357B2 (en) 2018-10-21 2023-08-15 Benjamin G. Stroyer Deformed pile shaft for providing gripping contact with a supporting medium and resisting the supporting medium from shearing

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102337740A (en) * 2011-08-17 2012-02-01 上海奥米制药装备有限公司 Square-prism-reinforced pipe pile and machining method thereof
CN102359103A (en) * 2011-08-17 2012-02-22 上海奥米制药装备有限公司 Square cylindrical pipe pile and processing method thereof
CN102359104A (en) * 2011-08-17 2012-02-22 上海奥米制药装备有限公司 Square cylindrical reinforced tube pile and processing method thereof
CN102720194A (en) * 2012-05-28 2012-10-10 国鼎(南通)管桩有限公司 Prestressed concrete pipe pile with reinforcing rings
CN102720195A (en) * 2012-05-28 2012-10-10 国鼎(南通)管桩有限公司 Prestressed concrete pipe pile with reinforcing rings
CN102814860A (en) * 2012-07-16 2012-12-12 南京工业大学 Processing method of prestressed concrete pile with thread or groove structure
CN104963337A (en) * 2015-07-06 2015-10-07 徐俊 Rib-line-shaped prestressed concrete pipe pile
WO2020086459A1 (en) * 2018-10-21 2020-04-30 Stroyer Benjamin G Deformed pile shaft for providing gripping contact with a supporting medium and resisting the supporting medium from shearing
US11725357B2 (en) 2018-10-21 2023-08-15 Benjamin G. Stroyer Deformed pile shaft for providing gripping contact with a supporting medium and resisting the supporting medium from shearing

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20110525

Termination date: 20131015