CN204385729U - A kind of intensive PHC pile end board - Google Patents
A kind of intensive PHC pile end board Download PDFInfo
- Publication number
- CN204385729U CN204385729U CN201420803388.4U CN201420803388U CN204385729U CN 204385729 U CN204385729 U CN 204385729U CN 201420803388 U CN201420803388 U CN 201420803388U CN 204385729 U CN204385729 U CN 204385729U
- Authority
- CN
- China
- Prior art keywords
- intensive
- annular endplate
- end board
- pile end
- phc pile
- 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
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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of intensive PHC pile end board, comprise annular endplate, some anchor holes are evenly provided with outside described annular endplate, described anchor hole axis direction connection is provided with some counterbores, for being provided with the concave surface of some tapped through holes inside described annular endplate, described annular endplate thickness is 6-14mm.Intensive PHC pile end board of the present utility model, firmly can be connected with anchor rib, and saves raw material, reduces manufacture difficulty, effectively reduces cost of production.
Description
Technical field
The utility model belongs to building material technical field, particularly relates to a kind of intensive PHC pile end board.
Background technology
In the manufacturing process of prestressed high strength concrete (PHC) pile tube, need the main concrete steel rod of just reinforcing cage through pile end board and be fixed in anchor hole, stretch-draw rod iron is carried out by the turnbuckle through counterbore, to rod iron Shi Hanzhang, in order to ensure certain intensity, need to arrange anchor rib in rod iron toward contact, and tapped through hole is set on pile end board.The pile end board of prior art is mostly thicker, and thickness, generally at 16-20mm, needs to consume more steel, and due to tapped through hole setting alternate with anchor hole, increases manufacture difficulty, be unfavorable for reducing costs.
Utility model content
In order to overcome the above-mentioned technical problem existed in prior art, the purpose of this utility model is to provide a kind of and can be connected firmly with anchor rib and saves the intensive PHC pile end board of material.
For achieving the above object, the utility model provides a kind of intensive PHC pile end board, comprises annular endplate, is evenly provided with some anchor holes outside described annular endplate, described anchor hole axis direction connection is provided with some counterbores, for being provided with the concave surface of some tapped through holes inside described annular endplate.
Wherein, the thickness of described end plate body is 6-14mm, and the described concave surface degree of depth is no more than the half of described end plate body thickness.The quantity of described anchor hole, counterbore and tapped through hole is 8-40.
Intensive PHC pile end board of the present utility model, firmly can be connected with anchor rib, and saves raw material, reduces manufacture difficulty, effectively reduces cost of production.
Accompanying drawing explanation
Fig. 1 is organigram of the present utility model.
Number in the figure is described as follows:
1-annular endplate; 2-anchor hole; 3-counterbore; 4-tapped through hole; 5-concave surface.
Detailed description of the invention
Below in conjunction with accompanying drawing, brief description is made to detailed description of the invention of the present utility model.
embodiment 1
According to Fig. 1, a kind of intensive PHC pile end board, comprises annular endplate 1, is evenly provided with some anchor holes 2 outside described annular endplate 1, described anchor hole 2 axis direction connection is provided with some counterbores 3, for being provided with the concave surface 5 of some tapped through holes 4 inside described annular endplate 1.
The thickness of described end plate body 1 is 14mm, and the degree of depth of described concave surface 5 is 7mm.The quantity of described anchor hole 2, counterbore 3 and tapped through hole 4 is 8.
embodiment 2
According to Fig. 1, a kind of intensive PHC pile end board, comprises annular endplate 1, is evenly provided with some anchor holes 2 outside described annular endplate 1, described anchor hole 2 axis direction connection is provided with some counterbores 3, for being provided with the concave surface 5 of some tapped through holes 4 inside described annular endplate 1.
The thickness of described end plate body 1 is 14mm, and the degree of depth of described concave surface 5 is 7mm.The quantity of described anchor hole 2, counterbore 3 and tapped through hole 4 is 40.
embodiment 3
According to Fig. 1, a kind of intensive PHC pile end board, comprises annular endplate 1, is evenly provided with some anchor holes 2 outside described annular endplate 1, described anchor hole 2 axis direction connection is provided with some counterbores 3, for being provided with the concave surface 5 of some tapped through holes 4 inside described annular endplate 1.
The thickness of described end plate body 1 is 6mm, and the degree of depth of described concave surface 5 is 3mm.The quantity of described anchor hole 2, counterbore 3 and tapped through hole 4 is 16.
Claims (4)
1. an intensive PHC pile end board, comprises annular endplate, is evenly provided with some anchor holes outside described annular endplate, and described anchor hole axis direction connection is provided with some counterbores, it is characterized in that, for being provided with the concave surface of some tapped through holes inside described annular endplate.
2. intensive PHC pile end board according to claim 1, is characterized in that, the thickness of described annular endplate is 6-14mm.
3. intensive PHC pile end board according to claim 2, is characterized in that, the described concave surface degree of depth is no more than the half of described annular endplate thickness.
4. the intensive PHC pile end board according to any one of claim 1-3, is characterized in that, the quantity of described anchor hole, counterbore and tapped through hole is 8-40.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420803388.4U CN204385729U (en) | 2014-12-18 | 2014-12-18 | A kind of intensive PHC pile end board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420803388.4U CN204385729U (en) | 2014-12-18 | 2014-12-18 | A kind of intensive PHC pile end board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204385729U true CN204385729U (en) | 2015-06-10 |
Family
ID=53358462
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420803388.4U Expired - Fee Related CN204385729U (en) | 2014-12-18 | 2014-12-18 | A kind of intensive PHC pile end board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204385729U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106077247A (en) * | 2016-07-21 | 2016-11-09 | 泰州润伟机械有限公司 | Pile end board anchor hole, reinforced hole, counterbore one-time-shaped mould |
| CN107476299A (en) * | 2017-09-18 | 2017-12-15 | 江苏昌鑫基础工程有限公司 | A kind of circular pile end board |
| CN112376550A (en) * | 2020-10-26 | 2021-02-19 | 福建省交通规划设计院有限公司 | Anti-corrosion connecting device for prestressed concrete pipe pile and using method of anti-corrosion connecting device |
-
2014
- 2014-12-18 CN CN201420803388.4U patent/CN204385729U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106077247A (en) * | 2016-07-21 | 2016-11-09 | 泰州润伟机械有限公司 | Pile end board anchor hole, reinforced hole, counterbore one-time-shaped mould |
| CN107476299A (en) * | 2017-09-18 | 2017-12-15 | 江苏昌鑫基础工程有限公司 | A kind of circular pile end board |
| CN112376550A (en) * | 2020-10-26 | 2021-02-19 | 福建省交通规划设计院有限公司 | Anti-corrosion connecting device for prestressed concrete pipe pile and using method of anti-corrosion connecting device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 300270, Tianjin Binhai New Area Dagang Taiping Town, the vision of the second village Patentee after: Tianjin Yongsheng Weiye Building Material Co., Ltd. Address before: 300270, Tianjin Binhai New Area Dagang Taiping Town, the vision of the second village Patentee before: Tianjin Yongsheng Xinhe Pile Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150610 Termination date: 20161218 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |