CN1975807A - Upper arch effect demonstrating instrument - Google Patents
Upper arch effect demonstrating instrument Download PDFInfo
- Publication number
- CN1975807A CN1975807A CN 200610155204 CN200610155204A CN1975807A CN 1975807 A CN1975807 A CN 1975807A CN 200610155204 CN200610155204 CN 200610155204 CN 200610155204 A CN200610155204 A CN 200610155204A CN 1975807 A CN1975807 A CN 1975807A
- Authority
- CN
- China
- Prior art keywords
- organic glass
- glass case
- gas cell
- air pocket
- retaining valve
- 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.)
- Granted
Links
Abstract
The invention discloses a soil arching effect demonstrator. There is a half cylindrical rubber airbag in the center of the bottom of Perspex box. Outside the airbag there is flexible rubber membrane. They are fixed at the bottom of Perspex box. From bottom to top, the Perspex box is filled with yellow sand and black sand; tube of the airbag is connected with inflatable bag outside the Perspex box; in the tube of inflatable bag, there is release valve and forward one-way valve; there is one backward one-way valve in the inflatable bag. By giving air and releasing air, the soil arching can be directly observed.
Description
Technical field
The present invention relates to a kind of experimental provision, relate in particular to a kind of upper arch effect demonstrating instrument.
Background technology
The soil body (as sand) is a kind of loose material.In theory, this loose material needs certain support to stablize, such as the lining cutting of subterranean tunnel, the supporting of foundation ditch.Yet, in practice under some situation, the soil body partly or entirely lack supporting the time still can keep stable, the cave of animal for example.This is owing to soil arching effect causes.Because soil arching effect, the vertical soil pressure that acts on tunnel-liner is often less than the gravity stress of last overburden layer.Soil arching effect also influences soil pressure force measurement in the on-the-spot soil body.The mechanism that soil arching effect produces: soil body each several part often be there are differences by degree of support in the practice, be subjected to have relative tendency toward sliding between the strong and weak different soil body of degree of support, to produce certain friction force between them, be subjected to the slip of the more weak that part of soil body of degree of support with prevention, the additional friction force of this part finally is delivered to periphery and is subjected on the stronger that part of soil body of degree of support (being abut).The transmission of relative deformation and power and redistribute phenomenon and be called " arch effect " in the above-mentioned soil body.This effect between the soil particle can be by vivid the showing of the demonstration of concrete soil arching effect, and binding isotherm explanation has again strengthened understanding and the cognition to put into practice of student to the transmission of relative deformation and power in this loose material.
Summary of the invention
The object of the present invention is to provide a kind of upper arch effect demonstrating instrument, it can demonstrate the arch effect that produces owing to the interaction between the soil particle in the soil body intuitively.
The technical solution used in the present invention is: comprise organic glass box, yellow sand, black sand, India rubber film, half-cylindrical rubbery air pocket, set bolt, preceding retaining valve, air release, gas cell, back retaining valve.At organic glass case bottom centre position half-cylindrical rubbery air pocket is housed, in the outside of half-cylindrical rubbery air pocket the India rubber film is housed, both are fixed by bolts to the bottom of organic glass case; Yellow sand of alternate successively from bottom to up filling and black sand in the organic glass case; Half-cylindrical rubbery air pocket links to each other with the outer gas cell of pipe and organic glass case; Be connected to air release and preceding retaining valve on the gas cell pipe, also be connected to the back retaining valve on the gas cell.
The beneficial effect that the present invention has is: can observe native doming effect in the soil body very intuitively by the simple operations of supplying gas and exitting, by this phenomenon, comparatively image understands the interaction between soil particle in the soil body.
Description of drawings
Accompanying drawing is a structural drawing of the present invention;
In the accompanying drawing: 1, organic glass case, 2, yellow sand, 3, the black sand, 4, the India rubber film, 5, half-cylindrical rubbery air pocket, 6, bolt, 7, preceding retaining valve, 8, air release, 9, gas cell, 10, the back retaining valve.
Embodiment
As shown in drawings, the present invention includes organic glass case 1, yellow sand 2, black sand 3, India rubber film 4, half-cylindrical rubbery air pocket 5, set bolt 6, preceding retaining valve 7, air release 8, gas cell 9, back retaining valve 10.At organic glass case 1 bottom centre position half-cylindrical rubbery air pocket 5 is housed, in the outside of half-cylindrical rubbery air pocket 5 India rubber film 4 is housed, both are fixed on the bottom of organic glass case 1 with bolt 6; Yellow sand 2 of alternate successively from bottom to up filling and black sand 3 in the organic glass case 1; Half-cylindrical rubbery air pocket 5 usefulness pipes link to each other with organic glass case 1 gas cell 9 outward; Be connected to air release 8 and preceding retaining valve 7 on gas cell 9 pipes, also be connected to back retaining valve 10 on the gas cell 9.
The present invention is made up of square organic glass case 1 and inflatable half-cylindrical rubbery air pocket 5 and India rubber film 4.In order to prevent to cause transparency to influence observation inadequately, at inwall subsides one deck viscose paper of organic glass case 1 owing to organic glass case 1 is scratched by soil particle.India rubber film 4 is positioned over above the half-cylindrical rubbery air pocket 5, and both are fixed on the bottom of organic glass case 1 by bolt 6.
During demonstration, with hand extruding gas cell 9, half-cylindrical rubbery air pocket 5 inflations.The soil body to be tested of packing in the organic glass case 1.The soil body (its objective is that the soil that makes two layers of different colours is to show difference, also available other color) alternately by the native layering of yellow sand 2 and 3 two kinds of colors of black sand.Open air release 8 venting then, half-cylindrical rubbery air pocket 5 is pressed towards organic glass case 1 base plate under the effect of India rubber film 4.The soil body produces distortion owing to lose support, and final every layer of soil sample becomes an arch and stablize.
Claims (1)
1, a kind of upper arch effect demonstrating instrument is characterized in that: comprise organic glass box (1), yellow sand (2), black sand (3), India rubber film (4), half-cylindrical rubbery air pocket (5), set bolt (6), preceding retaining valve (7), air release (8), gas cell (9), back retaining valve (10); At organic glass case (1) bottom centre position half-cylindrical rubbery air pocket (5) is housed, in the outside of half-cylindrical rubbery air pocket (5) India rubber film (4) is housed, both are fixed on the bottom of organic glass case (1) with bolt (6); Yellow sand of alternate successively from bottom to up filling (2) and black sand (3) in the organic glass case (1); Half-cylindrical rubbery air pocket (5) links to each other with the outer gas cell (9) of pipe and organic glass case (1); Be connected to air release (8) and preceding retaining valve (7) on gas cell (9) pipe, also be connected to back retaining valve (10) on the gas cell (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006101552048A CN100454358C (en) | 2006-12-14 | 2006-12-14 | Upper arch effect demonstrating instrument |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006101552048A CN100454358C (en) | 2006-12-14 | 2006-12-14 | Upper arch effect demonstrating instrument |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1975807A true CN1975807A (en) | 2007-06-06 |
| CN100454358C CN100454358C (en) | 2009-01-21 |
Family
ID=38125849
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006101552048A Expired - Fee Related CN100454358C (en) | 2006-12-14 | 2006-12-14 | Upper arch effect demonstrating instrument |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100454358C (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102680390A (en) * | 2012-03-27 | 2012-09-19 | 北京工业大学 | Test device and method for simulating tunnel excavation to cause soil arching effect |
| CN103352482A (en) * | 2013-07-05 | 2013-10-16 | 西安建筑科技大学 | Pile type reinforced embankment plane soil arch effect testing device |
| CN105372408A (en) * | 2015-11-18 | 2016-03-02 | 浙江省交通规划设计研究院 | Full scale pile-supported type reinforced embankment three dimensional soil arching effect simulation test device |
| CN107831109A (en) * | 2017-12-15 | 2018-03-23 | 中国地质大学（武汉） | A kind of earth arch test apparatus for applying constant load |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2788281Y (en) * | 2005-05-08 | 2006-06-14 | 浙江大学 | Sand clay cutting cubage distorting demonstrating device |
| CN1328703C (en) * | 2005-05-08 | 2007-07-25 | 浙江大学 | Sandy soil shear volume deformation demonstrating instrument |
| CN2901479Y (en) * | 2006-06-02 | 2007-05-16 | 浙江大学 | Top arch effect demonstrator |
-
2006
- 2006-12-14 CN CNB2006101552048A patent/CN100454358C/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102680390A (en) * | 2012-03-27 | 2012-09-19 | 北京工业大学 | Test device and method for simulating tunnel excavation to cause soil arching effect |
| CN103352482A (en) * | 2013-07-05 | 2013-10-16 | 西安建筑科技大学 | Pile type reinforced embankment plane soil arch effect testing device |
| CN105372408A (en) * | 2015-11-18 | 2016-03-02 | 浙江省交通规划设计研究院 | Full scale pile-supported type reinforced embankment three dimensional soil arching effect simulation test device |
| CN107831109A (en) * | 2017-12-15 | 2018-03-23 | 中国地质大学（武汉） | A kind of earth arch test apparatus for applying constant load |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100454358C (en) | 2009-01-21 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100454358C (en) | Upper arch effect demonstrating instrument | |
| CN105547842B (en) | A kind of pilot system and method for the rupture of three-dimensional simulation roadway surrounding rock | |
| CN202522465U (en) | Multielement pile foundation simulation test box | |
| CN103398902B (en) | Test apparatus for flexible loading and instantaneously unloading of high geostress, and test method | |
| CN102507331B (en) | Geomembrane gas inflation test device | |
| CN108955967B (en) | Device and method for simulating stress of fluid filling lining supporting structure of annular tunnel | |
| JP2012513243A5 (en) | ||
| CN205776141U (en) | Static cone penetration model test device | |
| EP2103550A3 (en) | Air enclosure and check valve capable of being filled with high pressure air | |
| CN103698171B (en) | The crack evolution test method of floor strata solid＆liquid couple material | |
| CN202256065U (en) | Geomembrane inflatable test device | |
| CN104215517A (en) | System and method for simulating pressure cavity in tunnel excavating model test | |
| CN102607941A (en) | Water pressure loading control system and loading method used in fluid-solid coupling model test | |
| CN2901479Y (en) | Top arch effect demonstrator | |
| CN206988432U (en) | A kind of flow blockage device of mechanical seal | |
| CN207456718U (en) | A kind of airtight detection platform of battery case | |
| CN102912812A (en) | Model test device for simulating jacked pile driving process | |
| CN204101385U (en) | A kind of system having pressure solution chamber for simulation in tunnel excavation model test | |
| CN104715668B (en) | A kind of geotechnological triaxial compression test tutoring system | |
| CN104779036A (en) | Vertical outer-oil metal corrugated oil conservator suitable for transportation and transport method thereof | |
| CN202002757U (en) | Inflatable double-film water-proof pressure box | |
| CN204286979U (en) | Split type coal and non-coal adsorption-desorption and outstanding test unit | |
| CN109035998B (en) | Demonstration device for effective stress variation effect | |
| CN201126667Y (en) | Hydraulic pressure air pressure pumping demonstration machine | |
| CN110187080B (en) | Modular soil box for subway similarity simulation test |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090121 Termination date: 20181214 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |