CN206815329U8 - Pretensioned prestressed concrete corrosion-resistant hollow corner cut square pile - Google Patents
Pretensioned prestressed concrete corrosion-resistant hollow corner cut square pile Download PDFInfo
- Publication number
- CN206815329U8 CN206815329U8 CN201720526704.1U CN201720526704U CN206815329U8 CN 206815329 U8 CN206815329 U8 CN 206815329U8 CN 201720526704 U CN201720526704 U CN 201720526704U CN 206815329 U8 CN206815329 U8 CN 206815329U8
- Authority
- CN
- China
- Prior art keywords
- tubular pile
- pile
- low
- end plate
- prestressed concrete
- 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.)
- Expired - Fee Related
Links
- 238000005260 corrosion Methods 0.000 title abstract 3
- 230000007797 corrosion Effects 0.000 title abstract 3
- 239000011513 prestressed concrete Substances 0.000 title abstract 3
- 238000000034 method Methods 0.000 abstract 2
- 230000003014 reinforcing effect Effects 0.000 abstract 2
- 238000005452 bending Methods 0.000 abstract 1
- 230000006835 compression Effects 0.000 abstract 1
- 238000007906 compression Methods 0.000 abstract 1
- 210000003205 muscle Anatomy 0.000 abstract 1
- 230000002787 reinforcement Effects 0.000 abstract 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a corrosion-resistant hollow corner cut square pile of pretensioning method prestressed concrete, including last tubular pile and low tubular pile, the inside of going up tubular pile and low tubular pile all uses the cavity to be the pre-buried prestressing force of having as the centre of a circle and indulges the muscle, and the both ends of going up tubular pile and low tubular pile all are equipped with the end plate, and the end plate that goes up tubular pile and low tubular pile one end of connecting all is equipped with the connecting piece between tubular pile and the last tubular pile and the low tubular pile, and it is fixed to connect through first end plate anchor reinforcing bar and second end plate anchor reinforcing bar respectively between the end plate of one end is connected to last tubular pile and low tubular pile, and the outside cover that. The utility model discloses the corrosion-resistant hollow corner cut square pile of pretensioning method prestressed concrete, the structure arrangement of reinforcement is reasonable, and the cooperation sets up the connecting piece in one side that the end plate is close to the pile body to and weld the cuff between the connecting piece periphery of last tubular pile and low tubular pile, and set up fixed anchor at the inner chamber of cuff and collude, can effectually increase resistance to compression, bending resistance and the anti-shear bearing capacity of tubular pile and low tubular pile joint department.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720526704.1U CN206815329U8 (en) | 2017-05-12 | 2017-05-12 | Pretensioned prestressed concrete corrosion-resistant hollow corner cut square pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720526704.1U CN206815329U8 (en) | 2017-05-12 | 2017-05-12 | Pretensioned prestressed concrete corrosion-resistant hollow corner cut square pile |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN206815329U CN206815329U (en) | 2017-12-29 |
| CN206815329U8 true CN206815329U8 (en) | 2020-08-07 |
Family
ID=60754427
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720526704.1U Expired - Fee Related CN206815329U8 (en) | 2017-05-12 | 2017-05-12 | Pretensioned prestressed concrete corrosion-resistant hollow corner cut square pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206815329U8 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109339040B (en) * | 2018-11-19 | 2023-12-01 | 喀什市市政建设工程有限责任公司 | Prefabricated wedge-shaped pipe wall opening hollow pile and pile splicing method thereof |
| CN113529700B (en) * | 2021-09-15 | 2021-11-19 | 启东霓辉新材料科技有限公司 | Prestressed concrete solid square pile and manufacturing method thereof |
| CN113882360A (en) * | 2021-10-12 | 2022-01-04 | 浙大宁波理工学院 | Pile connecting structure and method for pouring tubular pile transverse partition plates |
| CN114922167A (en) * | 2022-05-22 | 2022-08-19 | 中建八局第二建设有限公司 | Prefabricated square pile for geological condition of mud flat sludge, construction method and composition |
| CN116988461B (en) * | 2023-09-26 | 2023-12-15 | 启东霓辉新材料科技有限公司 | Concrete prestressed hollow square pile and forming method thereof |
-
2017
- 2017-05-12 CN CN201720526704.1U patent/CN206815329U8/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN206815329U (en) | 2017-12-29 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CU01 | Correction of utility model | ||
| CU01 | Correction of utility model |
Correction item: Patentee Correct: LIANYUNGANG ARCHITECTURAL DESIGN AND RESEARCH INSTITUTE Co.,Ltd. False: LIANYUNGANG INSTITUTE OF ARCHITECTURAL DESIGN & RESEARCH CO.,LTD. Number: 52-02 Page: The title page Volume: 33 Correction item: Patentee Correct: LIANYUNGANG ARCHITECTURAL DESIGN AND RESEARCH INSTITUTE Co.,Ltd. False: LIANYUNGANG INSTITUTE OF ARCHITECTURAL DESIGN & RESEARCH CO.,LTD. Number: 52-02 Volume: 33 |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171229 |