CN203320579U - Pile body perpendicularity calibration device - Google Patents
Pile body perpendicularity calibration device Download PDFInfo
- Publication number
- CN203320579U CN203320579U CN2013202641627U CN201320264162U CN203320579U CN 203320579 U CN203320579 U CN 203320579U CN 2013202641627 U CN2013202641627 U CN 2013202641627U CN 201320264162 U CN201320264162 U CN 201320264162U CN 203320579 U CN203320579 U CN 203320579U
- Authority
- CN
- China
- Prior art keywords
- support
- cross bar
- pile body
- base
- vertical line
- 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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- A Measuring Device Byusing Mechanical Method (AREA)
Abstract
The utility model discloses a pile body perpendicularity calibration device which comprises a base. A support is arranged on the upper surface of the base, a cross bar is arranged at the position, close to the top, of the side face of the support, and the support and the cross bar are both of a telescopic tube structure. A vertical line is arranged on the lower surface of the end, far away from the support, of the cross bar, a plumb is arranged on the lower surface of the vertical line, a container is arranged at the position, corresponding to the plumb, of the upper surface of the base, and detection liquid is filled into the container. Supporting legs are arranged on the lower surface of the base, the supporting legs are of a telescopic tube structure, and rubber blankets are arranged on the lower surfaces of the supporting legs. The pile body perpendicularity calibration device is low in manufacturing cost, and suitable for various environments.
Description
Technical field
The utility model belongs to building field, is specifically related to a kind of pile body perpendicularity correction nuclear device.
Background technology
Along with social development, the building surveying technology constantly promotes.Certainly, measuring apparatus also and then updates.But advanced measureing equipment cost is also expensive, the thing that its maintenance and censorship also bother.The verticality of building is one of them index of check structural quality, and for the less demanding building of verticality, high-accuracy measuring apparatus uses trouble on the contrary, therefore just needs a kind of cheap, adaptable measuring apparatus.
The utility model content
Technical problem to be solved in the utility model is for above-mentioned the deficiencies in the prior art, and a kind of pile body perpendicularity correction nuclear device is provided, cheap, is applicable to multiple environment.
The technical scheme that the utility model adopts is: a kind of pile body perpendicularity correction nuclear device, comprise base, base upper surface is provided with support, the support side is provided with cross bar near the position at top, support and cross bar are telescopic sleeve structure, cross bar is provided with vertical line away from an end soffit of support, the vertical line soffit is provided with vertical, the position that base upper surface is corresponding with vertical is provided with container, internal tank is provided with detection liquid, base lower surface is provided with feet, and feet is telescopic sleeve structure, and the feet soffit is provided with rubber pad.
As preferably, cross bar and support removably connect.
As preferably, rubber pad thickness is 2cm.
The beneficial effects of the utility model are: support, cross bar are all scalable, can regulate height and length according to actual conditions.Vertical line, vertical and container are used in conjunction with, and can easily check verticality.Feet is scalable, can guarantee the levelness of this device.Rubber pad is damping to a certain extent.
The accompanying drawing explanation
Fig. 1 is the utility model structural representation.
In figure: 1, base; 2, support; 3, cross bar; 4, vertical line; 5, vertical; 6, container; 7, feet; 8, rubber pad.
The specific embodiment
Below in conjunction with the accompanying drawings and the specific embodiments the utility model is described in further detail.
As shown in Figure 1, a kind of pile body perpendicularity correction nuclear device, comprise base 1, base 1 upper surface is provided with support 2, support 2 sides are provided with cross bar 3 near the position at top, support 2 and cross bar 3 are telescopic sleeve structure, cross bar 3 is provided with vertical line 4 away from an end soffit of support 2, vertical line 4 soffits are provided with vertical 5, the position that base 1 upper surface is corresponding with vertical 5 is provided with container 6, and container 6 inside are provided with detection liquid, and base 1 soffit is provided with feet 7, feet 7 is telescopic sleeve structure, and feet 7 soffits are provided with rubber pad 8.As preferably, cross bar 3 removably connects with support 2.As preferably, rubber pad 8 thickness are 2cm.
In this device, the length of vertical line 4 will be controlled, and assurance vertical 5 can submerge and detect in liquid, but does not touch container 6 bottoms.During use, by two symmetrical left and right that are positioned over pile body of this device.If run into rough bottom surface, first, by regulating the height of feet 7, guarantee its smoothness.
Whether during observation, the observation people stands in the device back, and observation people's sight line moves up and down along the vertical line 4 of vertical 5, identical with vertical line 4 with the edge of observation pile body, if coincide, just illustrates that pile body is vertical.Misfit, till mobile pile body arrives vertically.
Claims (3)
1. a pile body perpendicularity correction nuclear device, it is characterized in that: comprise base, base upper surface is provided with support, and the support side is provided with cross bar near the position at top, support and cross bar are telescopic sleeve structure, cross bar is provided with vertical line away from an end soffit of support, and the vertical line soffit is provided with vertical, and the position that base upper surface is corresponding with vertical is provided with container, internal tank is provided with detection liquid, base lower surface is provided with feet, and feet is telescopic sleeve structure, and the feet soffit is provided with rubber pad.
2. pile body perpendicularity correction nuclear device according to claim 1, it is characterized in that: cross bar and support removably connect.
3. pile body perpendicularity correction nuclear device according to claim 1 and 2, it is characterized in that: rubber pad thickness is 2cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202641627U CN203320579U (en) | 2013-05-15 | 2013-05-15 | Pile body perpendicularity calibration device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202641627U CN203320579U (en) | 2013-05-15 | 2013-05-15 | Pile body perpendicularity calibration device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203320579U true CN203320579U (en) | 2013-12-04 |
Family
ID=49659945
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013202641627U Expired - Fee Related CN203320579U (en) | 2013-05-15 | 2013-05-15 | Pile body perpendicularity calibration device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203320579U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105525609A (en) * | 2014-12-09 | 2016-04-27 | 中国建筑第四工程局有限公司 | Pay-off assist device for deep foundation pit or hole pile plumb line |
-
2013
- 2013-05-15 CN CN2013202641627U patent/CN203320579U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105525609A (en) * | 2014-12-09 | 2016-04-27 | 中国建筑第四工程局有限公司 | Pay-off assist device for deep foundation pit or hole pile plumb line |
| CN105525609B (en) * | 2014-12-09 | 2017-12-01 | 中国建筑第四工程局有限公司 | A kind of deep basal pit or hole stake plumb line unwrapping wire assistor |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: ZHEJIANG DINGSHENG CONSTRUCTION ENGINEERING CO., L Free format text: FORMER OWNER: CHENGDU JIAMEIJIA TECHNOLOGY CO., LTD. Effective date: 20140826 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 610000 CHENGDU, SICHUAN PROVINCE TO: 317605 TAIZHOU, ZHEJIANG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20140826 Address after: Taizhou City, Zhejiang Province town of Yuhuan County Chu 317605 Truman pomelo Road Patentee after: Zhejiang prosperous construction work Co., Ltd Address before: 610000 Sichuan Province, Qingyang District, Jinyang Road, No. 7, building 6, building 19, No. 112 Patentee before: CHENGDU JIAMEIJIA SCIENCE & TECHNOLOGY CO., LTD. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131204 Termination date: 20210515 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |