CN205138985U - Self -balancing buried pipeline and soil body interact test device - Google Patents
Self -balancing buried pipeline and soil body interact test device Download PDFInfo
- Publication number
- CN205138985U CN205138985U CN201520897068.4U CN201520897068U CN205138985U CN 205138985 U CN205138985 U CN 205138985U CN 201520897068 U CN201520897068 U CN 201520897068U CN 205138985 U CN205138985 U CN 205138985U
- Authority
- CN
- China
- Prior art keywords
- pipeline
- soil body
- plate
- actuator
- casing
- 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.)
- Active
Links
Landscapes
- Force Measurement Appropriate To Specific Purposes (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
Self -balancing buried pipeline and soil body interact test device, the pipe clay interact test simulation when being applicable to buried pipeline with pipeline soil body emergence on every side relative displacement studies. The device mainly comprises five parts of box, pipeline, reaction frame, sensor system and actuator, and the snap -on of reaction frame part realizes the autonomic balance in the box process of the test on the box, and horizontal actuator drives the relative soil body of the pipeline motion of steel strand wires and steel strand wires one end with being stated from horizontal load baffle, and vertical load on the rigidity backing plate of experimental soil body top is being laid to vertical actuator to the great condition of simulation buried depth. This device can consider that multiple factors such as soil property, buried depth, pipe diameter, tubular product, water content to pipe clay interact's influence, have promoting effect to more clearly understanding pipe clay interact characteristic.
Description
Technical field
The utility model relates to the interaction experiment simulator between buried pipeline and the soil body
Background technology
Buried pipeline, as one of the important channel of water and electricity supply energy supply, has and has a very wide distribution, the feature that transportation range is long, and pipeline inevitably passes through complex geologic conditions location, as tomography, landslide, Subsidence Area etc.The development of this type of unfavorable geology, will cause the relative displacement between pipeclay, and pipeclay interacts and also becomes violent, very likely causes the large deformation of pipeline even to destroy, threatens buried pipeline and normally run.Nowadays actually rare to the interaction experimental study between buried pipeline and the soil body, especially for larger relative displacement and the larger situation of buried depth occur between pipeclay, researcher is more ready that utilizing the means of numerical simulation to interact to pipeclay carries out parameter study, undeniable, the research method of numerical simulation has certain rationality, but the method is discrete at equation, constitutive relation, the key issues such as contact form are all done the simplification of certain degree, the accuracy of result and authenticity need be verified in test model even to be revised, therefore test simulation is a requisite ring in repercussion study work between buried pipeline and the soil body.
Utility model content
The purpose of this utility model is to provide a kind of self-balancing type buried pipeline and soil body interaction test unit.To consider various factors to buried pipeline and the interactional impact of the soil body, and the deformation mechanism of pipe Zhou Tuti in observation tube soil interaction, for the interactional research work of pipeclay provides test basis.
Self-balancing type buried pipeline and soil body interaction test unit, is characterized in that: comprise pipeline, pipe collar, horizontal reacting force frame and vertical reaction frame, horizontal actuator and vertical actuator, casing, organic glass observation window mouth, watch window steel frame, steel strand wires, vertically load backing plate, horizontal addload baffle plate and sensing system;
1) horizontal actuator (6) and vertical actuator (3) are installed on casing, form an entirety with casing;
2) casing front plate offers organic glass observation window mouth (15), and organic glass is embedded on watch window steel frame (14);
3) layout of pipeline should meet the requirement that tubular axis to the distance of casing left and right side plate, base plate and vertical load plate is all not less than 5 times of calibers;
4) pipe collar (13) has threaded hole, for accessing screw (21), pipe collar (13) is fixed on pipeline (12) outside surface;
5) sensing system comprises film earth pressure gauge, foil gauge, guy type displacement meter, force snesor, film soil pressure is taken into account foil gauge and is arranged in test pipe (12) outside surface, guy type displacement meter two ends are connected to horizontal addload baffle plate (7) and casing (16), and force snesor is arranged between horizontal actuator (6) and horizontal addload baffle plate (7).
Further, the welding native slot of gear (10) outside side panel, inserts gear building plate (11) in slot (10), and gear building plate (11) has the circular hole being greater than steel strand wires (8) diameter.Further, plate has rectangle hole overleaf, the back side is housed outside hole and keeps off native steel plate (19).Further, vertical actuator (3) utilizes body of bolt (5) and installs backing plate (4) and is fixed on vertical reaction frame.Further, above casing, four corners are provided with suspension ring (18).
The caliber of test pipe (12) or tubing change, to study caliber, tubing to the interactional impact of pipeclay.The geostatic shield situation of the pipeline before and after relative displacement is there is, for studying the pipe week soil pressure regularity of distribution between the film earth pressure gauge record pipeclay that pipeline (12) outside surface is arranged.Pipeline (12) and pipe week geostatic shield data binding tests record total load (TL) value, for analyzing the value of friction factor between pipeclay under different operating mode.Vertical actuator (3) is in order to vertically to load the vertical loading backing plate (9) be layed in above the soil body, and load mode adopts power to load; Horizontal actuator (6) adopts displacement load mode.
1) horizontal actuator (6) and vertical actuator (3) are installed on casing, an entirety is formed with casing, self-poise is realized in test, without using earth anchorage, do not need equally to utilize the large-scale load frame in laboratory or counter force wall, be conducive to saving valuable laboratory equipment resource;
2) front plate is offered organic glass observation window mouth (15), organic glass is embedded on watch window steel frame (14), the deformation process of the pipeline soil body can be observed through organic glass observation window mouth (15), for the larger operating mode of buried depth, the formation of soil arching effect in pipeclay interaction process can be observed, be conducive to going to understand pipeclay interaction process from the angle of physical mechanism;
3) through numerical simulation calculation, the layout of pipeline should meet the requirement that tubular axis to the distance of casing left and right side plate, base plate and vertical load plate is all not less than 5 times of caliber, to avoid boundary effect on the impact of test;
4) pipe collar (13) to cave inward 1 ~ 2cm (close with steel strand wires diameter) at face of cylinder immediate vicinity, in dumbbell shaped, steel strand wires (8) are looped around recess, pipe collar has threaded hole, and accessible fixed screw (21) is convenient to pipe collar (13) to be fixed on pipeline (12);
5) sensing system is provided with, sensing system comprises film earth pressure gauge, foil gauge, guy type displacement meter, force snesor, film soil pressure is taken into account foil gauge and is installed on test pipe (12), guy type displacement meter is connected on horizontal addload baffle plate (7), and force snesor is installed between horizontal actuator (6) and horizontal addload baffle plate (7).
6) film earth pressure gauge is arranged in pipeline (12) outside, the geostatic shield situation that the pipeline before and after relative displacement occurs between pipeclay can be recorded, for the research work of pipe week soil pressure distribution, in addition, pipe week geostatic shield data binding tests record total load (TL) value, can by the value of friction factor between pipeclay under the different operating mode that performs an analysis;
7) vertical actuator (3) is utilized to load the vertical loading backing plate (9) be layed in above the soil body, the operating mode that buried depth of buried is larger can be simulated, avoid model box size too small thus the defect of the larger operating mode of buried depth can not be discussed;
8) similar during vertical actuator (3) employing horizontal addload connected mode, baffle plate, steel strand wires (8) and pipeline (12) will be loaded connect successively, the pipeclay that can be used for carrying out vertical direction interacts and tests, the stress deformation situation of simulation sinkage area buried pipeline;
9) extrude in the soil body in test from the side plate perps (20), the welding native slot of gear (10) outside side panel, gear building plate (11) is inserted in slot (10), gear building plate (11) has the circular hole slightly larger than steel strand wires (8) diameter, wherein keeping off building plate (11) position in slot (10) can regulate by vertical direction.
Load transfer device of the present utility model is born by steel strand wires (8), and steel strand wires (8) one end is connected on horizontal addload baffle plate (7), and the other end is connected on pipe collar (13).Caliber and the tubing of the utility model test pipe (12) all can change, to study caliber and tubing to the interactional impact of pipeclay.
The utility model overleaf plate has rectangle hole, the back side is housed outside hole and keeps off native steel plate (19), and this gear soil steel plate is detachable, and before conveniently carrying out lower battery of tests, the remaining soil body not easily dug out by bottom half is removed clean.
The utility model test pipe (12) outside cover has pipe collar (13), and pipeline can be avoided stressed too concentrated.
The vertical actuator of the utility model (3) utilizes body of bolt (5) and installs backing plate (4) and is fixed on vertical reaction frame
Be provided with suspension ring (18) in four corners above the utility model casing, facilitate the migration of test unit, right angle turns place, casing top is welded with ribbed stiffener, avoids casing intensity deficiency to destroy.
Owing to adopting the technical solution of the utility model, the utility model possesses following functions: device itself is furnished with simple reaction rack equipment, actuator is directly installed on model casing, realize overall self-equilibrating, carrying out without the need to by earth anchor and large-scale load frame or counter force wall device of test, is conducive to saving valuable laboratory equipment resource; Utilize this device can study the factor such as soil property, buried depth (comprising the larger situation of buried depth), caliber, tubing, water cut to the interactional impact of pipeclay, the sensing system arranged in device can obtain pipe all geostatic shield, pipeline strain situation and pipe Zhou Tuti load-displacement curve in pipeclay interaction.For the larger situation of buried depth, the forming process of soil arching effect in pipe motion process can also be observed by organic glass observation window mouth, can be the interactional research work of pipeclay and significant reference frame is provided.
Accompanying drawing explanation
Fig. 1 is the schematic diagram one of embodiment provided by the utility model.
Fig. 2 is the schematic diagram two of embodiment provided by the utility model.
Fig. 3 is the front view of embodiment provided by the utility model.
Fig. 4 is the rear view of embodiment provided by the utility model.
Fig. 5 is the left view of embodiment provided by the utility model.
Fig. 6 is the right view of embodiment provided by the utility model.
Fig. 7 is the vertical view of embodiment provided by the utility model.
Fig. 8 is the pipeline junction detail drawing of embodiment provided by the utility model.
Embodiment
Below in conjunction with accompanying drawing in detail the utility model is described in detail: self-balancing type buried pipeline and soil body interaction test unit, see accompanying drawing 1, accompanying drawing 2, accompanying drawing 3, accompanying drawing 4, accompanying drawing 5, accompanying drawing 6, accompanying drawing 7, accompanying drawing 8, comprise pipeline (12), pipe collar (13), fixed screw (21), horizontal reacting force frame (2), vertical reaction frame (1), horizontal actuator (6), vertical actuator (3), casing (16), organic glass observation window mouth (15), watch window steel frame (14), steel strand wires (8), ribbed stiffener (17), keep off native slot (10), gear building plate (11), vertical loading backing plate (9), horizontal addload baffle plate (7), the back side keeps off native steel plate (19), backing plate (4) and body of bolt (5) are installed.
Horizontal reacting force frame (2) and vertical reaction frame (1) are all directly welded on casing by the utility model, realize the self-poise of whole device.
The horizontal actuator of the utility model (6) bolt is connected on horizontal reacting force frame (2), load puts on test pipe by the steel strand wires be connected on horizontal addload baffle plate (7) and test pipe (12) by horizontal addload baffle plate (7) and two ends, vertical actuator (3), by loading the vertical loading backing plate (9) be layed in above the soil body, reaches the operating condition of test in the larger situation of simulation buried depth.
The mode that the utility model can adopt vertical actuator to connect vertical loading baffle plate and steel strand wires realizes the relative motion in pipeline and soil body generation vertical direction.
The utility model is provided with organic glass observation window mouth (15), can observe in pipeclay relative movement, the deformation of the soil body by window, in the larger situation of buried depth, can observe the forming process of soil arching effect.
The utility model is welded with slot (10) in perps (20) outside, can mounting block building plate (11) in slot (10), to prevent the soil body in process of the test from extruding, wherein gear building plate is offered the circular hole slightly larger than steel strand wires diameter.
The utility model overleaf plate has rectangle hole, the back side is housed outside hole and keeps off native steel plate (19), and this gear soil steel plate is detachable, and before conveniently carrying out lower battery of tests, the remaining soil body not easily dug out by bottom half is removed clean.
The utility model test pipe (12) material can be steel pipe, cast carbon steel, concrete pipe, pvc pipe, PE pipe, HDPE pipe etc. conventional in engineering, and the caliber alterable of pipeline (12).
The utility model is provided with the stress deformation that sensing system has measured pipeline and the soil body, comprises the force snesor being installed on film earth pressure gauge on test pipe (12) and foil gauge, being connected to the guy type displacement meter on horizontal addload baffle plate (7) and being installed between horizontal actuator (6) and horizontal addload baffle plate.
In casing, layering is laid the test soil body and is tamped to predetermined altitude, when laying to buried pipeline (12) height, pipe layers should be carried out soil body laying as one deck separately, the test pipe being pasted with sensor is laid the sticking Quality that the soil body should note having influence on sensor, all wires of sensor are all pooled to pipe collar (13) place, and pass casing along steel strand wires (8), pipe layers has been laid the rear continuation soil body and has been laid, until last one deck, then horizontal actuator (6) is utilized to load the horizontal addload baffle plate (7) connecting steel strand wires (8), soil deformation situation is observed by organic glass observation window mouth (15) while data acquisition system data, take pictures if desired, for the larger situation of buried depth, after the soil body has been laid, need cover in soil body surface and vertically load backing plate (9), open vertical actuator (3) and load, to realize great burying operating mode,
The utility model is by selecting different soil property, changing test caliber, select different tests tubing, change paving soil height or changing vertical heap(ed) capacity, change the mode of soil moisture content to consider soil property, caliber, tubing, buried depth, water cut respectively to the interactional impact of pipeclay.
Claims (5)
1. self-balancing type buried pipeline and soil body interaction test unit, is characterized in that: comprise pipeline, pipe collar, horizontal reacting force frame and vertical reaction frame, horizontal actuator and vertical actuator, casing, organic glass observation window mouth, watch window steel frame, steel strand wires, vertically load backing plate, horizontal addload baffle plate and sensing system;
1) horizontal actuator (6) and vertical actuator (3) are installed on casing, form an entirety with casing;
2) casing front plate offers organic glass observation window mouth (15), and organic glass is embedded on watch window steel frame (14);
3) layout of pipeline should meet the requirement that tubular axis to the distance of casing left and right side plate, base plate and vertical load plate is all not less than 5 times of calibers;
4) pipe collar (13) has threaded hole, for accessing screw (21), pipe collar (13) is fixed on pipeline (12) outside surface;
5) sensing system comprises film earth pressure gauge, foil gauge, guy type displacement meter, force snesor, film soil pressure is taken into account foil gauge and is arranged in test pipe (12) outside surface, guy type displacement meter two ends are connected to horizontal addload baffle plate (7) and casing (16), and force snesor is arranged between horizontal actuator (6) and horizontal addload baffle plate (7).
2. self-balancing type buried pipeline and soil body interaction test unit as claimed in claim 1, it is characterized in that: the welding native slot of gear (10) outside side panel, insert gear building plate (11) in slot (10), gear building plate (11) has the circular hole being greater than steel strand wires (8) diameter.
3. self-balancing type buried pipeline and soil body interaction test unit as claimed in claim 1, plate has rectangle hole overleaf, the back side is housed outside hole and keeps off native steel plate (19).
4. self-balancing type buried pipeline and soil body interaction test unit as claimed in claim 1, vertical actuator (3) utilizes body of bolt (5) and installs backing plate (4) and is fixed on vertical reaction frame.
5. self-balancing type buried pipeline and soil body interaction test unit as claimed in claim 1, above casing, four corners are provided with suspension ring (18).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520897068.4U CN205138985U (en) | 2015-11-07 | 2015-11-07 | Self -balancing buried pipeline and soil body interact test device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520897068.4U CN205138985U (en) | 2015-11-07 | 2015-11-07 | Self -balancing buried pipeline and soil body interact test device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205138985U true CN205138985U (en) | 2016-04-06 |
Family
ID=55624767
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520897068.4U Active CN205138985U (en) | 2015-11-07 | 2015-11-07 | Self -balancing buried pipeline and soil body interact test device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205138985U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105300876A (en) * | 2015-11-07 | 2016-02-03 | 北京工业大学 | Self-balancing type test device for interaction between embedded pipeline and soil mass |
| CN107449889A (en) * | 2017-08-11 | 2017-12-08 | 中国地质大学（武汉） | A kind of self-reaction force formula reservoir landslide model test apparatus and test method |
| CN111896575A (en) * | 2020-08-10 | 2020-11-06 | 东北石油大学 | Combined experimental device for measuring temperature and interaction of soil buried pipelines and preparation method |
| CN113049773A (en) * | 2021-02-07 | 2021-06-29 | 浙江大学 | Centrifugal model test device for simulating ground collapse induced by damaged non-pressure pipeline |
-
2015
- 2015-11-07 CN CN201520897068.4U patent/CN205138985U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105300876A (en) * | 2015-11-07 | 2016-02-03 | 北京工业大学 | Self-balancing type test device for interaction between embedded pipeline and soil mass |
| CN107449889A (en) * | 2017-08-11 | 2017-12-08 | 中国地质大学（武汉） | A kind of self-reaction force formula reservoir landslide model test apparatus and test method |
| CN111896575A (en) * | 2020-08-10 | 2020-11-06 | 东北石油大学 | Combined experimental device for measuring temperature and interaction of soil buried pipelines and preparation method |
| CN113049773A (en) * | 2021-02-07 | 2021-06-29 | 浙江大学 | Centrifugal model test device for simulating ground collapse induced by damaged non-pressure pipeline |
| CN113049773B (en) * | 2021-02-07 | 2022-01-25 | 浙江大学 | Centrifugal model test device for simulating ground collapse induced by damaged non-pressure pipeline |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105300876A (en) | Self-balancing type test device for interaction between embedded pipeline and soil mass | |
| CN205138985U (en) | Self -balancing buried pipeline and soil body interact test device | |
| CN105806697B (en) | It is a kind of to simulate experimental rig and its method that tunnel excavation influences periphery pipeline | |
| CN101832140B (en) | Testing method of water pressure distribution law of subsea tunnel lining | |
| CN104790442B (en) | The full-scale model test test device of vacuum method soft soil foundation and its method for experimental test | |
| CN103105310A (en) | Testing device and method of ground deformation caused by simulating metro shield tunnel construction | |
| CN104374649A (en) | Testing device and method for observing shear deformation failure characteristics between tubular pile and grouting soil body | |
| CN101832993B (en) | Semi-module test box for dynamic compaction reinforced foundation model test | |
| CN108872530A (en) | A kind of full-scale model test device for simulating asymmetric small-clear-distance tunnel digging process | |
| CN201007871Y (en) | Water-keeping mining solid-liquid coupling three-dimensional physical analog test stand | |
| CN105986582B (en) | Forced ramming reinforcing difference level of ground water ground indoor model device and test method | |
| CN204613202U (en) | The migration of a kind of simulate formation coal mining overlying strata and gushing water are burst sand experimental provision | |
| CN104501747B (en) | A kind of three-dimensional similar materials simulated test displacement measuring device and its measuring method | |
| CN205642986U (en) | Simulation tunnel excavation is to test device of peripheral pipeline influence | |
| CN108195723A (en) | A kind of osmotic grouting pilot system and method for reinforcing loose gravelly soil | |
| CN107907180A (en) | Closed coal mine underground reservoir analog simulation experimental rig and method | |
| CN113089624B (en) | Adjacent foundation pit asynchronous excavation simulation test device and test method | |
| CN206132761U (en) | Monitoring groundwater seepage flow, subside fill integrative indoor test device | |
| CN103983742A (en) | Coal bed overburden strata broken coal and rock mass gas transport and extraction experiment system | |
| CN105675846A (en) | Foundation pit excavation model testing device capable of cooperatively hoisting phreatic water level and pressure-bearing water head | |
| CN105372390B (en) | A kind of three-dimensional grouting test device and test method | |
| Johannesson et al. | Prototype repository: A full scale experiment at Äspö HRL | |
| CN206618557U (en) | Seabed tunnel dynamic response model experimental rig under a kind of simulated waves load action | |
| CN103176220A (en) | Tunnel water pressure model test method | |
| CN206907330U (en) | A kind of goaf filling analogue experiment installation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |