CN203337138U - Traction auxiliary device of horizontal inclinometer - Google Patents
Traction auxiliary device of horizontal inclinometer Download PDFInfo
- Publication number
- CN203337138U CN203337138U CN2013204656203U CN201320465620U CN203337138U CN 203337138 U CN203337138 U CN 203337138U CN 2013204656203 U CN2013204656203 U CN 2013204656203U CN 201320465620 U CN201320465620 U CN 201320465620U CN 203337138 U CN203337138 U CN 203337138U
- Authority
- CN
- China
- Prior art keywords
- pipe
- inclinometer
- incline measuring
- incline
- check mechanism
- 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
Images
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model relates to a traction auxiliary device of a horizontal inclinometer. The traction auxiliary device is arranged in an incline measuring pipe which is buried in the stratum and arranged horizontally, an incline measuring mechanism is arranged in the incline measuring pipe, and the incline measuring mechanism is arranged inside the incline measuring pipe in a slide fit mode through a plurality of idler wheels arranged on the incline measuring mechanism. The traction auxiliary device further comprises a steel strand leading out of the tail of the incline measuring pipe and a pulley arranged at the head of the incline measuring pipe, the steel strand is wound around the pulley and connected with the head of the incline measuring mechanism, and the tail of the incline measuring mechanism is connected with a test cable with scale marks. When the traction auxiliary device is used, the steel strand leading out the tail of the incline measuring pipe is pulled, and the test cable is loosened, so that the incline measuring mechanism moves forwards in the incline measuring pipe; the test cable is pulled, and the steel strand is loosened, so that the incline measuring mechanism moves back in the incline measuring pipe, the scale marks are made on the test cable, and therefore the position, in the incline measuring pipe, of the incline measuring mechanism can be recorded. Meanwhile, the traction auxiliary device has the advantages of being simple in structure, convenient to use and low in cost.
Description
Technical field
When the utility model relates to underground engineering construction, surrouding rock deformation monitoring field, be specially adapted to the traction of horizontal tilt check mechanism in pipe shed support, specifically a kind of traction assisting device of horizontal inclinometer.
Background technology
In underground engineering construction; for buildings or the construction of protecting earth's surface; sometimes need the excavation country rock is carried out to pipe shed support; be implanted into inclinometer pipe at Guan Peng; monitor the displacement of managing canopy in the tunnel excavation process significant to the safety that guarantees earth's surface building and constructing tunnel, generally need to manage the amount of deflection that canopy is out of shape after horizontal inclinometer monitoring stratum settlement.It should be pointed out that the pipe canopy is generally in stratum horizontally disposed, and the inclination monitoring of horizontal shift is different from the inclination monitoring of perpendicular displacement, needs certain traction could realize the walking of tilt check mechanism.Yet existing part pipe shed support only arranges the one end pipe roof construction hole, the other end is buried in country rock, and the tilt check mechanism of horizontal shift can't be at the deviational survey walking in pipe of only head.Therefore, the traction assisting device that designs a kind of horizontal inclinometer has important engineering significance.
The utility model content
Technical problem to be solved in the utility model be overcome horizontal tilt check mechanism in prior art can't be in the problem of deviational survey walking in pipe, a kind of traction assisting device of horizontal inclinometer is provided, and this device has the characteristics such as simple in structure, easy to use and with low cost.
The utility model is to address the above problem adopted technical scheme to be: a kind of traction assisting device of horizontal inclinometer, this traction assisting device is located at and is embedded in stratum in horizontally disposed inclinometer pipe, be provided with tilt check mechanism in described inclinometer pipe, tilt check mechanism is slidably matched and is arranged at the inside of inclinometer pipe by the some rollers that arrange on it, this traction assisting device also comprises the steel strand wires of drawing the inclinometer pipe afterbody and is located at the pulley of inclinometer pipe head, steel strand wires are walked around pulley and are connected with the head of tilt check mechanism, the afterbody of tilt check mechanism is connected with the test cable with scale mark.
Be equipped with roller on the upper surface of described tilt check mechanism and bottom surface.
Be provided with horizontally disposed pipe canopy in described stratum, inclinometer pipe is arranged in the pipe canopy, and is filled with sand-cement slurry between the inwall of the outer wall of inclinometer pipe and pipe canopy.
The outer wall of described inclinometer pipe is provided with and can makes it be supported on the reinforcement in the pipe canopy.
Beneficial effect: this traction assisting device in use, pull the steel strand wires of drawing the inclinometer pipe afterbody, unclamp test cable and can realize tilt check mechanism advancing in inclinometer pipe, pull test cable, unclamp steel strand wires and can realize tilt check mechanism retreating in inclinometer pipe, do scale mark on test cable, can record the position of tilt check mechanism in inclinometer pipe; Simultaneously, this traction assisting device has advantages of simple in structure, easy to use and with low cost.
The accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Reference numeral: 1, stratum, 2, Guan Peng, 3, steel strand wires, 4, sand-cement slurry, 5, reinforcement, 6, test cable, 7, tilt check mechanism, 8, inclinometer pipe, 9, pulley.
Embodiment
As shown in Figure 1, a kind of traction assisting device of horizontal inclinometer, this traction assisting device is located at and is embedded in stratum 1 in horizontally disposed inclinometer pipe 8, be provided with tilt check mechanism 7 in described inclinometer pipe 8, tilt check mechanism 7 is slidably matched and is arranged at the inside of inclinometer pipe 8 by the some rollers that arrange on it, this traction assisting device also comprises the steel strand wires 3 of drawing inclinometer pipe 8 afterbodys and the pulley 9 that is located at inclinometer pipe 8 heads, steel strand wires 3 are walked around pulley 9 and are connected with the head of tilt check mechanism 7, the afterbody of tilt check mechanism 7 is connected with the test cable 6 with scale mark, be equipped with roller on the upper surface of tilt check mechanism 7 and bottom surface.
Be provided with horizontally disposed pipe canopy 2 in described stratum 1, inclinometer pipe 8 is arranged in pipe canopy 2, and is filled with sand-cement slurry 4 between the inwall of the outer wall of inclinometer pipe 8 and pipe canopy 2, and the outer wall of inclinometer pipe 8 is provided with and can makes it be supported on the reinforcement 5 in pipe canopy 2.
In use, at first, the shutoff end that pulley 9 is arranged in inclinometer pipe 8 is the head of inclinometer pipe 8 to this traction assisting device, and the steel strand wires 3 that can draw inclinometer pipe 8 are set on pulley 9; Then, will manage canopy 2 levels and squeeze in stratum 1, and inclinometer pipe 8 levels that the outside is equipped with reinforcement 5 will be pushed in pipe canopy 2, guarantee that it reaches assigned address; Finally, filling concrete mortar 4 between the inwall of the outer wall of inclinometer pipe 8 and pipe canopy 2, form pipe canopy deformation monitoring member.During monitoring, steel strand wires 3 one ends are fixed on to the head of tilt check mechanism 7, pull the other end of steel strand wires 3, unclamp test cable 6 simultaneously, can realize tilt check mechanism 7 advancing in inclinometer pipe 8, while specifically implementing, this tilt check mechanism 7 can adopt horizontal inclinometer; After the shutoff end that tilt check mechanism 7 arrives inclinometer pipe 8 is the head of inclinometer pipe 8, pull test cable 6, unclamp steel strand wires 3 simultaneously, can realize retreating of tilt check mechanism 7.The position of tilt check mechanism 7 in pipe canopy 2 can be by the reflection of the scale mark on test cable 6, and every movement one segment distance, record test data one time.Test data, through certain conversion, can be obtained to the amount of deflection of pipe canopy distortion in the tunnel excavation process.
This device is a kind of traction assisting device of horizontal inclinometer, after whole monitoring completes, tilt check mechanism 7 can be shifted out, and steel strand wires 3 is fixed on to the outside of inclinometer pipe 8.This device has characteristics simple in structure, easy to use and with low cost, can efficiently realize managing the deformation monitoring of canopy.
Claims (4)
1. the traction assisting device of a horizontal inclinometer, it is characterized in that: this traction assisting device is located at and is embedded in stratum (1) in horizontally disposed inclinometer pipe (8), be provided with tilt check mechanism (7) in described inclinometer pipe (8), tilt check mechanism (7) is slidably matched and is arranged at the inside of inclinometer pipe (8) by the some rollers that arrange on it, this traction assisting device also comprises the steel strand wires (3) of drawing inclinometer pipe (8) afterbody and is located at the pulley (9) of inclinometer pipe (8) head, steel strand wires (3) are walked around pulley (9) and are connected with the head of tilt check mechanism (7), the afterbody of tilt check mechanism (7) is connected with the test cable (6) with scale mark.
2. the traction assisting device of a kind of horizontal inclinometer according to claim 1, is characterized in that: on the upper surface of described tilt check mechanism (7) and bottom surface, be equipped with roller.
3. the traction assisting device of a kind of horizontal inclinometer according to claim 1, it is characterized in that: be provided with horizontally disposed pipe canopy (2) in described stratum (1), inclinometer pipe (8) is arranged in pipe canopy (2), and is filled with sand-cement slurry (4) between the inwall of the outer wall of inclinometer pipe (8) and Guan Peng (2).
4. according to the traction assisting device of claim or 3 described a kind of horizontal inclinometers, it is characterized in that: the outer wall of described inclinometer pipe (8) is provided with and can makes it be supported on the reinforcement (5) in pipe canopy (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013204656203U CN203337138U (en) | 2013-07-31 | 2013-07-31 | Traction auxiliary device of horizontal inclinometer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013204656203U CN203337138U (en) | 2013-07-31 | 2013-07-31 | Traction auxiliary device of horizontal inclinometer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203337138U true CN203337138U (en) | 2013-12-11 |
Family
ID=49705808
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013204656203U Expired - Fee Related CN203337138U (en) | 2013-07-31 | 2013-07-31 | Traction auxiliary device of horizontal inclinometer |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203337138U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926571A (en) * | 2016-04-19 | 2016-09-07 | 长沙理工大学 | Fixed type horizontal dip angle probe propelling device for widened roadbed |
| CN107119658A (en) * | 2017-06-28 | 2017-09-01 | 福州大学 | Fill out and dig the horizontal deviational survey wire installation and construction method that combine settlement of subgrade |
| CN108387214A (en) * | 2018-04-24 | 2018-08-10 | 长安大学 | A kind of horizontal sedimentation pipe of monotrysian type and its pipe cap device for measuring subgrade settlement |
| CN110057517A (en) * | 2019-05-21 | 2019-07-26 | 平潭综合实验区交通投资集团有限公司 | The lead pipe-shed support structure of its own vertical deflection can be measured by inclinometer |
| CN110093910A (en) * | 2019-05-30 | 2019-08-06 | 华中科技大学 | A kind of magnet ring type delaminating deposition test device and test method |
| CN111778964A (en) * | 2020-07-24 | 2020-10-16 | 中国建筑第八工程局有限公司 | Foundation pit hollow support pile, construction method thereof and foundation pit support structure |
| CN112577464A (en) * | 2020-11-19 | 2021-03-30 | 中铁建港航局集团勘察设计院有限公司 | Hanging ring pulley type cross-sectional pipe settlement measurement method |
| CN113029101A (en) * | 2021-03-09 | 2021-06-25 | 广州地铁设计研究院股份有限公司 | Inclinometer pipe pre-communicating device |
-
2013
- 2013-07-31 CN CN2013204656203U patent/CN203337138U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926571A (en) * | 2016-04-19 | 2016-09-07 | 长沙理工大学 | Fixed type horizontal dip angle probe propelling device for widened roadbed |
| CN107119658A (en) * | 2017-06-28 | 2017-09-01 | 福州大学 | Fill out and dig the horizontal deviational survey wire installation and construction method that combine settlement of subgrade |
| CN108387214A (en) * | 2018-04-24 | 2018-08-10 | 长安大学 | A kind of horizontal sedimentation pipe of monotrysian type and its pipe cap device for measuring subgrade settlement |
| CN108387214B (en) * | 2018-04-24 | 2024-05-07 | 长安大学 | Shan Kongshi horizontal sedimentation pipe for measuring roadbed sedimentation and pipe cap device thereof |
| CN110057517A (en) * | 2019-05-21 | 2019-07-26 | 平潭综合实验区交通投资集团有限公司 | The lead pipe-shed support structure of its own vertical deflection can be measured by inclinometer |
| CN110093910A (en) * | 2019-05-30 | 2019-08-06 | 华中科技大学 | A kind of magnet ring type delaminating deposition test device and test method |
| CN110093910B (en) * | 2019-05-30 | 2024-05-24 | 华中科技大学 | Magnetic ring type layered settlement testing device and testing method |
| CN111778964A (en) * | 2020-07-24 | 2020-10-16 | 中国建筑第八工程局有限公司 | Foundation pit hollow support pile, construction method thereof and foundation pit support structure |
| CN111778964B (en) * | 2020-07-24 | 2022-04-12 | 中国建筑第八工程局有限公司 | Foundation pit hollow support pile, construction method thereof and foundation pit support structure |
| CN112577464A (en) * | 2020-11-19 | 2021-03-30 | 中铁建港航局集团勘察设计院有限公司 | Hanging ring pulley type cross-sectional pipe settlement measurement method |
| CN113029101A (en) * | 2021-03-09 | 2021-06-25 | 广州地铁设计研究院股份有限公司 | Inclinometer pipe pre-communicating device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203337138U (en) | Traction auxiliary device of horizontal inclinometer | |
| CN104047623B (en) | A kind of big across cavern excavation construction method | |
| CN102182471B (en) | Advance support method for coal mine tunnel high-risk area | |
| CN105240024B (en) | A kind of method of parallel shield method enlarging construction subway station | |
| CN110331992A (en) | A kind of hole daguanpeng construction method | |
| CN103075149A (en) | Method and device for quickly determining gas pressure of coal bed in downward superdeep borehole | |
| CN104120731A (en) | Tunnel settlement protecting device and construction method thereof | |
| CN101749024B (en) | Pipe-pulling construction method of underground buried box culvert | |
| CN205100989U (en) | Utilize oblique access structure of subway access & exit double as construction | |
| CN106241234B (en) | A kind of self-propelled transport assembly car for prefabricated pipe gallery | |
| CN102183230B (en) | An anchoring device of a datum mark in a boring | |
| CN202851008U (en) | Tunnel boring machine in-tunnel dismounting device | |
| CN202991051U (en) | Reinforcing structure capable of realizing shield reception without using water-stopping cord fabric | |
| CN205638466U (en) | Interval shield tunnel ground drilling cultellation retest device of speciality | |
| CN104632228A (en) | Main track entering construction method for cross aisle and cross aisle | |
| CN205036388U (en) | Block of four encircles knot hunch construction structures that PBA secretly dug subway station | |
| CN204627621U (en) | A kind of grouting with small pipe support system | |
| CN207214967U (en) | The monitoring device of tube coupling horizontal displacement under the conditions of a kind of pipe curtain advance support | |
| CN204530725U (en) | A kind of anchor pole Gravity Retaining Wall for high slope rockmass | |
| CN106930753B (en) | A kind of opencast coal mine dump water level real-time monitoring system and its foundation and application method | |
| CN207797987U (en) | A kind of telescopic multifunctional tunnel measuring device | |
| CN105889624A (en) | Construction method for underground pipeline passing through railway line | |
| CN202325542U (en) | Transfer structure of inclined-shaft top brushing and primary support of tunnel for weakly-consolidated unformed sand and rock | |
| CN102889874B (en) | Device for tunnel tube-shed support deformation testing and application method thereof | |
| CN109372519B (en) | Tunneling construction method for hexagonal section of roadway |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Henan Zhi Bo architectural design corporation, Ltd Assignor: Luoyang Institute Of Science And Technology Contract record no.: 2015410000022 Denomination of utility model: Traction auxiliary device of horizontal inclinometer Granted publication date: 20131211 License type: Exclusive License Record date: 20150407 |
|
| LICC | Enforcement, change and cancellation of record of contracts on the licence for exploitation of a patent or utility model | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131211 Termination date: 20140731 |
|
| EXPY | Termination of patent right or utility model |