CN201660881U - Device used for correcting and pushing raked pile - Google Patents
Device used for correcting and pushing raked pile Download PDFInfo
- Publication number
- CN201660881U CN201660881U CN2010201582613U CN201020158261U CN201660881U CN 201660881 U CN201660881 U CN 201660881U CN 2010201582613 U CN2010201582613 U CN 2010201582613U CN 201020158261 U CN201020158261 U CN 201020158261U CN 201660881 U CN201660881 U CN 201660881U
- Authority
- CN
- China
- Prior art keywords
- steel
- groove
- steel pad
- flitch
- pushing tow
- 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
Abstract
The utility model discloses a device used for correcting and pushing raked piles, which is characterized by comprising a wooden block, a steel pad and a rubber pad. The hard wooden block with the length of about 600-800mm is put on the vertical surface of the pushing part of a pile-side jack, the curvature of the wooden block is same as that of the pile, and the pushing part of the wooden block is made of the steel pad. The length of the steel pad is 20mm, and the thickness of the steel pad is 10-20mm. The steel pad is provided with a groove, the size of the groove is same as that of channel steel, and the rubber pad is arranged in the groove. The utility model has advantages of simple structure and strong practicability.
Description
Technical field
The utility model relates to a kind of device that is used for raked pile correction pushing tow, is applicable to building field.
Background technology
After stake inclination accident takes place, can adopt the method correction of channel-section steel pushing tow, for the circle stake, channel-section steel is less with circle stake contact surface, occurs bad phenomenon such as channel-section steel inclination easily, thereby can't guarantee the quality of raked pile correction pushing tow.
The utility model content
The technical problem that the utility model solves provides a kind of device that is used for raked pile correction pushing tow, solves the problem of raked pile correction pushing tow difficult quality guarantee.
Structure provided by the utility model comprises flitch, steel pad, valve rubber.Be about scleroid flitch of 600～800mm in the placement of stake side jack pushing tow position facade, the sub-curvature of flitch is identical with stake curvature, the steel pad is adopted at the sub-pushing tow of flitch position, the steel pad is long to be 20mm, thickness is 10～20mm, the steel pad is established groove, and groove size and channel-section steel consistent size are established valve rubber in the groove.
The utility model simple structure, practical.
Description of drawings
Fig. 1 is a correction thrustor schematic diagram
Reference numeral: 1 flitch, 2 steel pads, 3 valve rubbers.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in detail.
Fig. 1 is correction thrustor schematic diagram.The utility model comprises flitch 1, steel pad 2, valve rubber 3.Be about scleroid flitch 1 of 600～800mm in the placement of stake side jack pushing tow position facade, flitch 1 curvature is identical with stake curvature, and steel pad 2 is adopted at flitch 1 pushing tow position, and steel pad 2 length are 20mm, and thickness is 15mm.Enlarge as possible a correction stake pushing tow stress surface by above-mentioned structure, stress point is uneven and make pile concrete produce new crack or broken pile when avoiding rectifying a deviation pushing tow.In addition, stake is tilted to opposite side when avoiding pushing tow, and steel pad 2 is established groove, and groove size and channel-section steel consistent size are established in the groove when valve rubber 3 is avoided pushing tow and slided.
Claims (1)
1. device that is used for raked pile correction pushing tow, it is characterized in that comprising flitch, steel pad, valve rubber, be about scleroid flitch of 600～800mm in the placement of stake side jack pushing tow position facade, the sub-curvature of flitch is identical with stake curvature, and the steel pad is adopted at the sub-pushing tow of flitch position, and the steel pad is long to be 20mm, thickness is 10～20mm, the steel pad is established groove, and groove size and channel-section steel consistent size are established valve rubber in the groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201582613U CN201660881U (en) | 2010-03-12 | 2010-03-12 | Device used for correcting and pushing raked pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201582613U CN201660881U (en) | 2010-03-12 | 2010-03-12 | Device used for correcting and pushing raked pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201660881U true CN201660881U (en) | 2010-12-01 |
Family
ID=43231298
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201582613U Expired - Fee Related CN201660881U (en) | 2010-03-12 | 2010-03-12 | Device used for correcting and pushing raked pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201660881U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103243745A (en) * | 2013-04-28 | 2013-08-14 | 江苏兴厦建筑安装有限公司 | Pipe pile deviation-rectifying and resetting method |
| CN105887947A (en) * | 2016-06-12 | 2016-08-24 | 无锡市大筑岩土技术有限公司 | Deviation rectification method and device for pile foundation inclination |
-
2010
- 2010-03-12 CN CN2010201582613U patent/CN201660881U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103243745A (en) * | 2013-04-28 | 2013-08-14 | 江苏兴厦建筑安装有限公司 | Pipe pile deviation-rectifying and resetting method |
| CN103243745B (en) * | 2013-04-28 | 2016-08-10 | 江苏兴厦建筑安装有限公司 | A kind of method of pile tube deviation rectification |
| CN105887947A (en) * | 2016-06-12 | 2016-08-24 | 无锡市大筑岩土技术有限公司 | Deviation rectification method and device for pile foundation inclination |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20101201 Termination date: 20110312 |