CN208536804U - The device of underground utilities vertical displacement is measured in a kind of indoor model test - Google Patents
The device of underground utilities vertical displacement is measured in a kind of indoor model test Download PDFInfo
- Publication number
- CN208536804U CN208536804U CN201820974203.4U CN201820974203U CN208536804U CN 208536804 U CN208536804 U CN 208536804U CN 201820974203 U CN201820974203 U CN 201820974203U CN 208536804 U CN208536804 U CN 208536804U
- Authority
- CN
- China
- Prior art keywords
- model
- displacement meter
- cushion block
- measured
- pipeline
- 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 relates to the device of underground utilities vertical displacement, including model casing, Magnetic gauge stand, rail, displacement meter, earthing position, contracting dimension model and settlement measuring device are measured in a kind of indoor model test;The rail shelf is fixed at model casing inner groovy and through fastening device for rails;The Magnetic gauge stand is fixed on rail;The displacement meter is fixed by Magnetic gauge stand;The detector of the displacement meter offsets with cushion block, and the size of hex nut is matched with displacement meter detector size on cushion block;Settlement measuring device includes cushion block, sedimentation bar, scalable annulus and pipeline to be measured, and the cushion block lower end is equipped with sedimentation bar, and sedimentation bar lower end is equipped with scalable annulus, and scalable annulus lower end is equipped with pipeline to be measured;The model casing bottom is equipped with contracting dimension model;Earthing is set at earthing position.The beneficial effects of the utility model are: the utility model structure is simple, it is easy to install and use, it is only necessary to each equipment of the present apparatus connect, be nested with pipeline.
Description
Technical field
The utility model relates to measure the device of underground utilities vertical displacement in a kind of indoor model test, in particular to contract
High-acruracy survey underground pipeline settlement in dimension test.
Background technique
21 century Global Sustainable Development under the new situation, China's city tunnel and underground engineering welcome it is considerable before
Scape.The trend for complying with the epoch, under China's rapid economic development, the increasingly intensification of Development of China's Urbanization, city tunnel and underground
The more and more necessary of engineering development highlights.It has proposed in the world in " year of the 21 century as human development using the underground space
The sustainable development of generation ", city tunnel and underground engineering is imperative.The exploitation of city tunnel and underground engineering is unavoidably right
The soil body generates disturbance, and then causes surface subsidence.City Buried Pipeline be when subsidence value be more than a certain range when, will be serious
The safety and normal use for jeopardizing Adjacent Underground Pipeline (including tap water, coal gas, cable etc.), can generate underground utilities fracture,
A series of problems, such as damaged.Therefore, many domestic and foreign scholars study soil deformation and control method, wherein much adopting
With indoor model test method.
Underground pipeline survey method in reality has many kinds of but inefficient.For the underground partially basseted
Pipeline can use field method;And the hidden pipeline for being embedded in underground uses dedicated pipeline detection instrument or foundation
Digital underground pipeline system is detected;It is investigated for situation too complex, using what geophysical prospecting method can not be found out using excavation
Method.But indoors in model test, the method for underground pipeline survey generally uses displacement meter, and makes simple sedimentation bar, makes it
One end is bonded in pipeline top layer, other end exposing surface is connected with displacement meter, but with underground utilities laminating type and with position
It moves meter and is connected design above and indefinite, Shortcomings.
Therefore, need to seek the device that underground utilities vertical displacement is measured in a kind of indoor model test, Ke Yifang at present
Just, fast, accurately, underground pipeline settlement in high-precision measurement indoor model test.
Utility model content
The purpose of the utility model is to overcome deficiency in the prior art, provides in a kind of indoor model test and measure underground
The device of pipeline vertical displacement.
The device of underground utilities vertical displacement, including model casing, Magnetic gauge stand, steel are measured in this indoor model test
Rail, displacement meter, earthing position, contracting dimension model and settlement measuring device;The rail shelf is at model casing inner groovy and passes through
Fastening device for rails is fixed;The Magnetic gauge stand is fixed on rail;The displacement meter is fixed by Magnetic gauge stand;The displacement
The detector of meter offsets with cushion block, and the size of hex nut is matched with displacement meter detector size on cushion block;Settlement measurement dress
It sets including cushion block, sedimentation bar, scalable annulus and pipeline to be measured, the cushion block lower end is equipped with sedimentation bar, and sedimentation bar lower end is equipped with
Scalable annulus, scalable annulus lower end are equipped with pipeline to be measured;The model casing bottom is equipped with contracting dimension model;At earthing position
Earthing is set.
As preferred: the sedimentation bar includes interior bar and outer sleeve.
As preferred: the cushion block includes hex nut and solid shims, the size of hex nut and the detection of displacement meter
Head matches.
The beneficial effects of the utility model are:
1, the utility model structure is simple, easy to install and use, it is only necessary to each equipment of the present apparatus connect, be nested with pipeline
?.
2, the measurement accuracy of the utility model is determined that precision is controllable by displacement meter.
3, the sedimentation bar setting interior bar and outer sleeve of the utility model, can effectively exclude soil body friction to the vertical position of pipeline
The influence of shift measurement;Meanwhile vaseline is smeared in interior rod outer surface, the friction excluded between interior bar and outer sleeve is perpendicular to pipeline
Influence to displacement measurement.
4, the utility model realizes that displacement meter offsets with sedimentation bar by cushion block, then guarantees that displacement meter can effective measurement pipe
Line sedimentation, it is ensured that during pipe settlement, horizontal sliding will not occur for displacement meter and pipeline to be measured.
5, the utility model can remove sedimentation bar, scalable annulus, can become earth's surface measuring device.
6, the utility model can recycle after model test, be re-used in the next item down test, and dismount
It is convenient, so that save the cost is again environmentally protective.
Detailed description of the invention
Fig. 1 is utility model device overall structure figure;
Fig. 2 is settlement measuring device front view;
Fig. 3 is settlement measuring device three-dimensional structure diagram;
Fig. 4 is limit levels gearshift front view;
Fig. 5 is limit levels gearshift top view;
Fig. 6 is scalable circular planes expansion top view;
Fig. 7 is utility model device three-dimensional structure diagram.
Description of symbols: model casing 1, Magnetic gauge stand 2, rail 3, fastening device for rails 4, displacement meter 5, antiskid cushion block
6, hex nut 6-1, solid shims 6-2, sedimentation bar 7, interior bar 7-1, outer sleeve 7-2, scalable annulus 8, pipeline to be measured 9,
Earthing position 10, contracting dimension model 11.
Specific embodiment
The utility model is described further below with reference to embodiment.The explanation of following embodiments is only intended to help to manage
Solve the utility model.It should be pointed out that for those skilled in the art, not departing from the utility model principle
Under the premise of, several improvements and modifications can be made to this utility model, these improvement and modification also fall into the utility model
In scope of protection of the claims.
The device of underground utilities vertical displacement is measured in the indoor model test, comprising: model casing 1, Magnetic gauge stand
2, rail 3, fastening device for rails 4, displacement meter 5, cushion block 6, hex nut 6-1, solid shims 6-2, sedimentation bar 7, interior bar 7-1,
Outer sleeve 7-2, scalable annulus 8, pipeline to be measured 9, earthing position 10, contracting dimension model 11.3 frame of rail is in model casing
At 1 inner groovy, and it is fixed with fastening device for rails 4;The Magnetic gauge stand 2 is fixed on rail 3;The displacement meter 5 passes through magnetic
Property gauge stand 2 it is fixed;The detector of the displacement meter 5 offsets with cushion block 6 just, and the size of hex nut 6-1 can basis on cushion block 6
5 detector size match selection of displacement meter;6 lower end of cushion block is equipped with sedimentation bar 7, and sedimentation 7 lower end of bar is equipped with scalable annulus
8, the cushion block 6, sedimentation bar 7 and scalable annulus 8 are combined into settlement measuring device by screw and glue;It is described to stretch
Contracting annulus 8 can mutually be adjusted according to 9 diameter of pipeline to be measured.
As shown in Fig. 2, sedimentation bar 7 includes interior bar 7-1, outer sleeve 7-2, outer sleeve 7-2 can reduce interior bar 7-1 and soil
Friction between body guarantees that interior bar 7-1 vertical displacement is not influenced by soil body frictional force;Meanwhile it being smeared in the outer surface interior bar 7-1
Vaseline reduces the friction between interior outer bar, guarantees that interior bar 7-1 vertical displacement is not influenced by frictional force between the two.Such as Fig. 4
To shown in Fig. 5, cushion block 6 is made of hex nut 6-1 and solid shims 6-2, and the size of hex nut 6-1 can be according to position
5 detectors of meter are moved to determine.
When vertical displacement occurs for pipeline 9 to be measured, it will drive scalable annulus 8 and link with it, to be further driven to
The sedimentation bar 7 and cushion block 6 of side, when 5 detector lower end of displacement meter generates gap, detector elongation, displacement meter 5 generates reading.
The construction method of the device of underground utilities vertical displacement, including following step are measured in the indoor model test
It is rapid:
Step 1: contracting dimension model 11 is buried in model casing 1, and earthing is to 9 depth of pipeline to be measured, in model casing 1
Interior erection square bar rail 3;
Step 2: assembling pipeline 9 and settlement measuring device to be measured, make the two fitting just by adjusting scalable annulus 8,
And the two being placed in designated position, and at earthing to earthing position 10, this process guarantees that sedimentation bar 7 is vertical;
Step 3: assembled 2 pedestal of Magnetic gauge stand is fixed on position to be measured at rail of square steel 3;
Step 4: survey crew resists the screw hole among cushion block 6, fixed magnetic table with the detector of displacement meter 5 just
Seat 2 and displacement meter 5.
Claims (3)
1. measuring the device of underground utilities vertical displacement in a kind of indoor model test, it is characterised in that including model casing (1), magnetic
Property gauge stand (2), rail (3), displacement meter (5), earthing position (10), contracting dimension model (11) and settlement measuring device;The steel
Rail (3) frame is at model casing (1) inner groovy and fixed by fastening device for rails (4);The Magnetic gauge stand (2) is fixed on rail
(3) on;The displacement meter (5) is fixed by Magnetic gauge stand (2);The detector of the displacement meter (5) offsets with cushion block (6), pad
The size of hex nut (6-1) is matched with displacement meter (5) detector size on block (6);Settlement measuring device includes cushion block
(6), bar (7), scalable annulus (8) and pipeline to be measured (9) are settled, cushion block (6) lower end is equipped with sedimentation bar (7), settles bar
(7) lower end is equipped with scalable annulus (8), and scalable annulus (8) lower end is equipped with pipeline to be measured (9);Model casing (1) bottom is set
There are contracting dimension model (11);Earthing is set at earthing position (10).
2. measuring the device of underground utilities vertical displacement in indoor model test according to claim 1, it is characterised in that
The sedimentation bar (7) includes interior bar (7-1) and outer sleeve (7-2).
3. measuring the device of underground utilities vertical displacement in indoor model test according to claim 1, it is characterised in that
The cushion block (6) includes hex nut (6-1) and solid shims (6-2), size and displacement meter (5) of hex nut (6-1)
Detector matches.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820974203.4U CN208536804U (en) | 2018-06-22 | 2018-06-22 | The device of underground utilities vertical displacement is measured in a kind of indoor model test |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820974203.4U CN208536804U (en) | 2018-06-22 | 2018-06-22 | The device of underground utilities vertical displacement is measured in a kind of indoor model test |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208536804U true CN208536804U (en) | 2019-02-22 |
Family
ID=65392216
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201820974203.4U Expired - Fee Related CN208536804U (en) | 2018-06-22 | 2018-06-22 | The device of underground utilities vertical displacement is measured in a kind of indoor model test |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208536804U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110345912A (en) * | 2019-08-27 | 2019-10-18 | 石家庄铁道大学 | A kind of stratum settlement test device for model test |
-
2018
- 2018-06-22 CN CN201820974203.4U patent/CN208536804U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110345912A (en) * | 2019-08-27 | 2019-10-18 | 石家庄铁道大学 | A kind of stratum settlement test device for model test |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102607488B (en) | Device and method for monitoring displacement deformation of sliding surface of landslip | |
CN111307031A (en) | Buried pipeline safety state monitoring and early warning method | |
CN101629799B (en) | Non-intervisibility high and steep side slope deformation monitoring method and device thereof | |
CN104389325B (en) | The full-automatic inclination measurement system of foundation pit enclosure wall and tilt measurement | |
CN103076119A (en) | Method for measuring floor heave main control stress of laneway | |
CN105509628B (en) | A kind of magnetic survey positioner and the method that landslide depth displacement monitoring is carried out using the device | |
CN102995615A (en) | Real-time monitoring method for displacement of underground deep-layer soil body | |
CN103487373A (en) | Slope crack monitoring device and measuring method thereof | |
CN101592487A (en) | Magnet ring type settlement layered horizontal test system | |
CN111119901B (en) | Method for controlling settlement of existing structure | |
CN111189437A (en) | Strip mine side slope deformation detection device and method | |
CN208536804U (en) | The device of underground utilities vertical displacement is measured in a kind of indoor model test | |
CN109900244A (en) | A kind of hydrostatic level wide range multistage series sys-tems | |
CN209512835U (en) | A kind of hydrostatic level wide range multistage series sys-tems | |
CN113763674B (en) | Remote absolute stress real-time monitoring and early warning system and method | |
CN102636147A (en) | Deformation monitoring method for existing railway line | |
Volk et al. | Hydrostatic level sensors as high precision ground motion instrumentation for Tevatron and other energy frontier accelerators | |
CN211291851U (en) | Shield tunnel soil body earthquake liquefaction real-time monitoring system | |
CN201540087U (en) | Non-visibility deformation monitoring device for high inclination slope | |
CN105043611B (en) | A kind of swelled ground lateral swelling force in-situ testing device | |
CN109870477A (en) | A kind of the frost heave monomer and its detection method of non-contact detection soil | |
CN108517872A (en) | A kind of measurement method of foundation pit deformation | |
CN203021982U (en) | Underground deep soil displacement real-time monitor system | |
Wang et al. | Groundwater response to oil storage in large-scale rock caverns with a water curtain system: Site monitoring and statistical analysis | |
CN208476230U (en) | Shallow deformation monitoring devices of soil landslide |
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: 20190222 Termination date: 20190622 |