CN103485310A - Centrifugal rabbet tubular pile retaining wall - Google Patents
Centrifugal rabbet tubular pile retaining wall Download PDFInfo
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- CN103485310A CN103485310A CN201310474274.XA CN201310474274A CN103485310A CN 103485310 A CN103485310 A CN 103485310A CN 201310474274 A CN201310474274 A CN 201310474274A CN 103485310 A CN103485310 A CN 103485310A
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- rebars
- reinforcing bars
- centrifugal
- block
- rabbet
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Abstract
The invention discloses a centrifugal rabbet tubular pile retaining wall which comprises a body. The body is a hollow cylinder, two block-shaped protrusions are symmetrically arranged on the left side and the right side of the body, and the block-shaped protrusions are provided with a semicircular tenon and a semicircular groove respectively. 40 rebars are sequentially arrayed on the circular side wall of the body, wherein the included angle of 11 rebars is 60 degrees, the included angle between every two rebars in the 11 rebars is 6 degrees, and the included angle between every two rebars in the other 29 rebars, the included angle of the two rebars on the two sides in the 11 rebars and the two rebars on the two sides in the 29 rebars are all 10 degrees. The block-shaped protrusions where the tenon and the groove are placed are respectively provided with three rebars. The centrifugal rabbet tubular pile retaining wall is good in self-stability performance, strong in resistance, few in material, low in construction cost, simple in construction technology and short in construction period.
Description
Technical field
The present invention relates to a kind of shore protection, relate in particular to a kind of centrifugal tongue and groove pile tube shore protection.
Background technology
Shore protection refers to the building of paving to protect riverbank on the river course bank slope with piece stone or concrete, is called again bank protection.What adopt at present is the gravity concrete revetment, and this shore protection self materials are many, and resistance is poor, and construction costs is high, complicated construction technique, long construction period.
Summary of the invention
In order to solve the existing weak point of above-mentioned technology, the invention discloses a kind of centrifugal tongue and groove pile tube shore protection.
In order to solve above technical problem, the technical solution used in the present invention is: a kind of centrifugal tongue and groove pile tube shore protection comprises body, the cylinder that body is hollow, the left and right sides of body is symmetrically arranged with two block-like protrusions, is respectively arranged with tenon and the groove of semicircular in shape on block-like protrusions;
Be aligned in sequence with 40 reinforcing bars on the circular side wall of body, wherein the angle between 11 reinforcing bars is 60 °, and the angle in 11 reinforcing bars between every two reinforcing bars is 6 °; In angle among other 29 reinforcing bars between every two reinforcing bars, 11 reinforcing bars in two reinforcing bars of both sides and 29 reinforcing bars the angle of two reinforcing bars of both sides be 10 °; Respectively be provided with three reinforcing bars on the block-like protrusions at tenon and groove place.
Homeostasis performance of the present invention is good, resistance is strong, and materials are few, and construction costs is low, construction is simple, short construction period.
The accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the present invention is further detailed explanation.
Fig. 1 is structural representation of the present invention.
In figure: 1, body; 2, reinforcing bar; 3, tenon; 4, groove; 5,60 ° of angles; 6,10 ° of angles.
The specific embodiment
As shown in Figure 1, the present invention mainly comprises body 1, reinforcing bar 2, tenon 3 and groove 4.The cylinder that body 1 is hollow, the left and right sides of body 1 is symmetrically arranged with two block-like protrusions, is respectively arranged with tenon 3 and the groove 4 of semicircular in shape on block-like protrusions.Be aligned in sequence with 40 reinforcing bars 2 on the circular side wall of body 1, wherein the angle between 11 reinforcing bars is 60 °, and the angle in 11 reinforcing bars between every two reinforcing bars is 6 °; In angle among other 29 reinforcing bars between every two reinforcing bars, 11 reinforcing bars in two reinforcing bars of both sides and 29 reinforcing bars the angle of two reinforcing bars of both sides be 10 °; Respectively be provided with three reinforcing bars 2 on the block-like protrusions at tenon 3 and groove 4 places.
The present invention and the contrast of gravity concrete revetment, the material usage instrument needs 1/3rd, and the construction costs instrument needs 2/3rds; Adopt high tensile reinforcement, the one-sided reinforcing bar of body is encrypted, and gains in strength; Other is distributing bar, adopts high-grade concrete to give system, and batch production production, be transported to the building site pressing pile construction.Tube hub firming after tube pile construction, increase from gravity, improves stability.
The pile tube shore protection, can be used for dredging waterway, building foundation pit protection, navigation channel shore protection.Pile tube outer ring arch can play the effect of eliminating the navigation wave in the application of navigation channel shore protection.Construction technology is simple, reduces removal house and farmland excavated volume, can play thick and fast the effect of protection building in urban architecture.
Above-mentioned embodiment is not limitation of the present invention; the present invention also is not limited in above-mentioned giving an example; variation, remodeling, interpolation or replacement that those skilled in the art make in technical scheme scope of the present invention, also all belong to protection scope of the present invention.
Claims (1)
1. a centrifugal tongue and groove pile tube shore protection, comprise body, it is characterized in that: the cylinder that described body is hollow, and the left and right sides of body is symmetrically arranged with two block-like protrusions, is respectively arranged with tenon and the groove of semicircular in shape on block-like protrusions;
Be aligned in sequence with 40 reinforcing bars on the circular side wall of described body, wherein the angle between 11 reinforcing bars is 60 °, and the angle in 11 reinforcing bars between every two reinforcing bars is 6 °; In angle among other 29 reinforcing bars between every two reinforcing bars, 11 reinforcing bars in two reinforcing bars of both sides and 29 reinforcing bars the angle of two reinforcing bars of both sides be 10 °; Respectively be provided with three reinforcing bars on the block-like protrusions at described tenon and groove place.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310474274.XA CN103485310A (en) | 2013-10-10 | 2013-10-10 | Centrifugal rabbet tubular pile retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310474274.XA CN103485310A (en) | 2013-10-10 | 2013-10-10 | Centrifugal rabbet tubular pile retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103485310A true CN103485310A (en) | 2014-01-01 |
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ID=49825865
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310474274.XA Pending CN103485310A (en) | 2013-10-10 | 2013-10-10 | Centrifugal rabbet tubular pile retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103485310A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104960087A (en) * | 2015-06-05 | 2015-10-07 | 张玉如 | Pipe pile mold |
| CN105625300A (en) * | 2016-03-10 | 2016-06-01 | 俞向阳 | Ecological environment protection type bunding protecting wall and concrete piles used for ecological environment protection type bunding protecting wall |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200313739Y1 (en) * | 2003-02-08 | 2003-05-22 | 주식회사 건설기술네트워크 | A concrete pile for ground concrete work |
| CN1918343A (en) * | 2004-02-05 | 2007-02-21 | 八路建设技术株式会社 | Phc pile used in permanent retaining wall structure and connection method of phc pile |
| CN101519873A (en) * | 2008-02-25 | 2009-09-02 | 康特克索股份公司 | Combination wall |
| CN102667000A (en) * | 2009-11-30 | 2012-09-12 | 新日本制铁株式会社 | Joint structure for steel pipe pile, steel pipe pile foundation, and method of building steel pipe pile foundation |
| CN203741772U (en) * | 2013-10-10 | 2014-07-30 | 康健 | Centrifugal rebated tubular pile revetment |
-
2013
- 2013-10-10 CN CN201310474274.XA patent/CN103485310A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200313739Y1 (en) * | 2003-02-08 | 2003-05-22 | 주식회사 건설기술네트워크 | A concrete pile for ground concrete work |
| CN1918343A (en) * | 2004-02-05 | 2007-02-21 | 八路建设技术株式会社 | Phc pile used in permanent retaining wall structure and connection method of phc pile |
| CN101519873A (en) * | 2008-02-25 | 2009-09-02 | 康特克索股份公司 | Combination wall |
| CN102667000A (en) * | 2009-11-30 | 2012-09-12 | 新日本制铁株式会社 | Joint structure for steel pipe pile, steel pipe pile foundation, and method of building steel pipe pile foundation |
| CN203741772U (en) * | 2013-10-10 | 2014-07-30 | 康健 | Centrifugal rebated tubular pile revetment |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104960087A (en) * | 2015-06-05 | 2015-10-07 | 张玉如 | Pipe pile mold |
| CN105625300A (en) * | 2016-03-10 | 2016-06-01 | 俞向阳 | Ecological environment protection type bunding protecting wall and concrete piles used for ecological environment protection type bunding protecting wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: KANG YI YIN CHAO Free format text: FORMER OWNER: YIN CHAO Effective date: 20140128 |
|
| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20140128 Address after: 226000 Jiangsu Province, Nantong City Chongchuan District Wangjiang village 15 room 607 Applicant after: Kang Jian Applicant after: Kang Yi Applicant after: Yin Chao Address before: 226000 Jiangsu Province, Nantong City Chongchuan District Wangjiang village 15 room 607 Applicant before: Kang Jian Applicant before: Yin Chao |
|
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140101 |