CN207672634U - A kind of geotechnical engineering construction solum settlement monitoring device - Google Patents
A kind of geotechnical engineering construction solum settlement monitoring device Download PDFInfo
- Publication number
- CN207672634U CN207672634U CN201721645989.7U CN201721645989U CN207672634U CN 207672634 U CN207672634 U CN 207672634U CN 201721645989 U CN201721645989 U CN 201721645989U CN 207672634 U CN207672634 U CN 207672634U
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- CN
- China
- Prior art keywords
- tube body
- inverted draw
- draw cut
- engineering construction
- monitoring device
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- 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.)
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- A Measuring Device Byusing Mechanical Method (AREA)
Abstract
The utility model discloses a kind of geotechnical engineering construction solum settlement monitoring devices,Including the first tube body,Second tube body,Inverted draw cut,Monitor ruler,Cover board and interior tablet,The top of first tube body is fixedly installed inverted draw cut,Inverted draw cut is provided in round slot and it is connected to the inside of the first tube body,The inside of inverted draw cut is fixedly installed monitoring ruler close to the position on the first tube body top,Second tube body is socketed in the inner side of the first tube body,The intermediate active of second tube body is connected with interior tablet,The inner wall of second tube body offers sliding slot close to the position of interior tablet,The inside of second tube body is connected to by open slot with the inside of sliding slot,Interior tablet is fixedly connected with link block close to the position of open slot,By being fixedly installed inverted draw cut on the top of the first tube body,So that the second tube body can avoid the influence of the sedimentation of the second tube body of external environment pair in the first tubular body monitoring process under the protective effect of inverted draw cut,So that monitoring accuracy improves,It monitors and uses convenient for solum settlement.
Description
Technical field
The utility model is related to solum settlement monitoring device technical field, specially a kind of geotechnical engineering construction solum settlement
Use monitoring device.
Background technology
In geotechnical engineering, such as push pipe, shield or excavation of foundation pit construction, to ensure construction itself or periphery adjacent building
The safety of object will carry out information-aided construction, novel to the sedimentation of ground soil layer to monitor in real time, generally use deep soil
Sedimentometer timely monitor deep soil settles.
The solum settlement monitoring device used in geotechnical engineering construction in the prior art has the following problems：
1, overall structure is too simple, larger by ectocine so that monitoring accuracy declines.
2, data cannot be observed intuitively in monitoring process, and monitoring method is more troublesome, and influence normal use.
Utility model content
It is above-mentioned to solve the purpose of this utility model is to provide a kind of geotechnical engineering construction solum settlement monitoring device
The problem of being proposed in background technology.
To achieve the above object, the utility model provides the following technical solutions：A kind of geotechnical engineering construction solum settlement use
Monitoring device, including the first tube body, the second tube body, inverted draw cut, monitoring ruler, cover board and interior tablet, the top of first tube body are solid
Surely it is provided with inverted draw cut, the inverted draw cut is provided in round slot and it is connected to the inside of the first tube body, and the inside of the inverted draw cut is close
The position on the first tube body top is fixedly installed monitoring ruler, and the monitoring ruler is vertically arranged and offers scale line in the above,
The top of the inverted draw cut is connected with cover board, and the top of the cover board is fixedly installed handle, and second tube body is socketed in first
The intermediate active of the inner side of tube body, second tube body is connected with interior tablet, and the inner wall of second tube body is close to interior flat
The position of plate offers sliding slot, and the internal slide of the sliding slot is connected with slide bar, and the slide bar is set as cylinder, the sliding slot
Open slot is offered close to the position of interior tablet, the inside of second tube body is connected to by open slot with the inside of sliding slot, institute
It states interior tablet and is fixedly connected with link block close to the position of open slot, one end of the link block extends to inside and the cunning of sliding slot
The side of bar is fixedly connected, and the interior tablet between link block and slide bar by being fixedly connected.
Preferably, the diameter of the inverted draw cut is set as twice of the first pipe diameter size.
Preferably, the inside of the cover board and the position of inverted draw cut clamping are fixed and are pasted with rubber seal.
Preferably, the length of second tube body is not less than the length of the first tube body, the axial line of the inverted draw cut and first
The axial line setting of tube body is on the same line.
Preferably, the shape of the interior tablet matches with the internal diameter section of the second tube body.
Compared with prior art, the utility model has the beneficial effects that：
1, by being fixedly installed inverted draw cut on the top of the first tube body, so that the second tube body is supervised in the first tubular body
The influence of the sedimentation of the second tube body of external environment pair can be avoided during survey under the protective effect of inverted draw cut so that monitoring accuracy
It improves, is used convenient for solum settlement monitoring.
2, by being fixedly installed vertical monitoring ruler close to the position of the first tube body in the inside of inverted draw cut, so that the
The sedimentation information that two tube bodies occur on the inside of the first tube body can directly be observed by monitoring the comparison of ruler, convenient for understanding in time
Information is settled, it is efficiently convenient.
Description of the drawings
Fig. 1 is the utility model overall structure sectional view；
Fig. 2 is the utility model overall structure vertical view；
Fig. 3 is tablet attachment structure schematic diagram in the utility model.
In figure：The first tube bodies of 1-；The second tube bodies of 2-；3- inverted draw cuts；4- monitors ruler；5- scale lines；6- cover boards；7- handles；8-
Interior tablet；9- sliding slots；10- slide bars；11- open slots；12- link blocks.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
The every other embodiment obtained, shall fall within the protection scope of the present invention.
- 3 are please referred to Fig.1, the utility model provides a kind of technical solution：A kind of geotechnical engineering construction solum settlement monitoring
Device, including the first tube body 1, the second tube body 2, inverted draw cut 3, monitoring ruler 4, cover board 6 and interior tablet 8, the top of first tube body 1
Be fixedly installed inverted draw cut 3, the inverted draw cut 3 is provided in round slot and it is connected to the inside of the first tube body 1, the inverted draw cut 3 it is interior
Side is fixedly installed monitoring ruler 4 close to the position on 1 top of the first tube body, and the monitoring ruler 4 is vertically arranged and opens up in the above
There is a scale line 5, the top of the inverted draw cut 3 is connected with cover board 6, and the top of the cover board 6 is fixedly installed handle 7, and described second
Tube body 2 is socketed in the inner side of the first tube body 1, and the intermediate active of second tube body 2 is connected with interior tablet 8, and described second
The inner wall of tube body 2 offers sliding slot 9 close to the position of interior tablet 8, and the internal slide of the sliding slot 9 is connected with slide bar 10, described
Slide bar 10 is set as cylinder, and the sliding slot 9 offers open slot 11 close to the position of interior tablet 8, second tube body 2 it is interior
Side is connected to by open slot 11 with the inside of sliding slot 9, and the interior tablet 8 is fixedly connected with link block close to the position of open slot 11
12, the inside that one end of the link block 12 extends to sliding slot 9 is fixedly connected with the side of slide bar 10, and the interior tablet 8 passes through
It is fixedly connected between link block 12 and slide bar 10.
In order to just be used with normal monitoring, the diameter of the inverted draw cut 3 is set as the two of 1 diameter of the first tube body
Times, the position fixation that the inside of the cover board 6 is clamped with inverted draw cut 3 is pasted with rubber seal, and the length of second tube body 2 is not
Less than the length of the first tube body 1, the axial line setting of the axial line of the inverted draw cut 3 and the first tube body 1 is on the same line, described
The shape of interior tablet 8 and the internal diameter section of the second tube body 2 match.
Operation principle：Selection needs the soil layer position monitored, is pressed downward inverted draw cut 3 so that the bottom surface of inverted draw cut 3 and soil layer top surface
In the same plane, then the second tube body 2 is sleeved on to the inside of the first tube body 1, cover the peace that monitoring device can be completed in cover board 6
It fills, in monitoring process, solum settlement is carried out by observing position of the top of the second tube body 2 on the graduation mark of monitoring ruler 4
Monitoring, simple and convenient, highly effective.
It should be noted that herein, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also include other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is appreciated that can these embodiments be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of geotechnical engineering construction solum settlement monitoring device, including the first tube body (1), the second tube body (2), inverted draw cut (3),
Monitor ruler (4), cover board (6) and interior tablet (8), it is characterised in that：The top of first tube body (1) is fixedly installed inverted draw cut
(3), the inverted draw cut (3) is provided in round slot and it is connected to the inside of the first tube body (1), and the inside of the inverted draw cut (3) is close
The position on the first tube body (1) top is fixedly installed monitoring ruler (4), and the monitoring ruler (4) is vertically arranged and opens up in the above
There are scale line (5), the top of the inverted draw cut (3) to be connected with cover board (6), the top of the cover board (6) is fixedly installed handle
(7), second tube body (2) is socketed in the inner side of the first tube body (1), the intermediate active connection of second tube body (2)
There are interior tablet (8), the inner wall of second tube body (2) to offer sliding slot (9), the sliding slot (9) close to the position of interior tablet (8)
Internal slide be connected with slide bar (10), the slide bar (10) is set as cylinder, and the sliding slot (9) is close to interior tablet (8)
Position offers open slot (11), and the inside of second tube body (2) is connected to by open slot (11) with the inside of sliding slot (9),
The interior tablet (8) is fixedly connected with link block (12) close to the position of open slot (11), and one end of the link block (12) is prolonged
The inside for extending to sliding slot (9) is fixedly connected with the side of slide bar (10), and the interior tablet (8) passes through link block (12) and slide bar
(10) it is fixedly connected between.
2. a kind of geotechnical engineering construction solum settlement monitoring device according to claim 1, it is characterised in that：The top
The diameter of slot (3) is set as twice of the first tube body (1) diameter.
3. a kind of geotechnical engineering construction solum settlement monitoring device according to claim 1, it is characterised in that：The lid
The inside of plate (6) and the position of inverted draw cut (3) clamping are fixed and are pasted with rubber seal.
4. a kind of geotechnical engineering construction solum settlement monitoring device according to claim 1, it is characterised in that：Described
The length of two tube bodies (2) is not less than the length of the first tube body (1), the axle center of the axial line and the first tube body (1) of the inverted draw cut (3)
Line is arranged on the same line.
5. a kind of geotechnical engineering construction solum settlement monitoring device according to claim 1, it is characterised in that：In described
The shape of tablet (8) and the internal diameter section of the second tube body (2) match.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721645989.7U CN207672634U (en) | 2017-12-01 | 2017-12-01 | A kind of geotechnical engineering construction solum settlement monitoring device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721645989.7U CN207672634U (en) | 2017-12-01 | 2017-12-01 | A kind of geotechnical engineering construction solum settlement monitoring device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207672634U true CN207672634U (en) | 2018-07-31 |
Family
ID=62967384
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721645989.7U Expired - Fee Related CN207672634U (en) | 2017-12-01 | 2017-12-01 | A kind of geotechnical engineering construction solum settlement monitoring device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207672634U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110306608A (en) * | 2019-06-19 | 2019-10-08 | 武汉中科岩土工程有限责任公司 | Overhead section of pile foundation settlement monitoring device of subway and monitoring method |
| CN110686659A (en) * | 2019-11-22 | 2020-01-14 | 夏玉军 | Surface subsidence monitoring device for subway tunnel construction |
| CN111006637A (en) * | 2019-11-21 | 2020-04-14 | 淮南创大实业有限责任公司 | Subsidence area earth's surface settlement monitoring facilities |
| CN111174755A (en) * | 2020-01-09 | 2020-05-19 | 青岛市勘察测绘研究院 | Expansive soil area plane elevation measurement control point device and installation method |
-
2017
- 2017-12-01 CN CN201721645989.7U patent/CN207672634U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110306608A (en) * | 2019-06-19 | 2019-10-08 | 武汉中科岩土工程有限责任公司 | Overhead section of pile foundation settlement monitoring device of subway and monitoring method |
| CN111006637A (en) * | 2019-11-21 | 2020-04-14 | 淮南创大实业有限责任公司 | Subsidence area earth's surface settlement monitoring facilities |
| CN111006637B (en) * | 2019-11-21 | 2021-12-07 | 淮南创大实业有限责任公司 | Subsidence area earth's surface settlement monitoring facilities |
| CN110686659A (en) * | 2019-11-22 | 2020-01-14 | 夏玉军 | Surface subsidence monitoring device for subway tunnel construction |
| CN110686659B (en) * | 2019-11-22 | 2021-09-21 | 中铁十八局集团有限公司 | Surface subsidence monitoring device for subway tunnel construction |
| CN111174755A (en) * | 2020-01-09 | 2020-05-19 | 青岛市勘察测绘研究院 | Expansive soil area plane elevation measurement control point device and installation method |
| CN111174755B (en) * | 2020-01-09 | 2022-02-15 | 青岛市勘察测绘研究院 | Expansive soil area plane elevation measurement control point device and installation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| 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: 20180731 Termination date: 20181201 |