CN206649031U - A kind of Geotechnical Engineering slope model test device - Google Patents
A kind of Geotechnical Engineering slope model test device Download PDFInfo
- Publication number
- CN206649031U CN206649031U CN201720330251.5U CN201720330251U CN206649031U CN 206649031 U CN206649031 U CN 206649031U CN 201720330251 U CN201720330251 U CN 201720330251U CN 206649031 U CN206649031 U CN 206649031U
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- CN
- China
- Prior art keywords
- slope
- open
- chain structure
- test device
- level tune
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Abstract
The utility model discloses a kind of Geotechnical Engineering slope model test device to include at least two pieces of square slope boards, and all slope boards are hinged to open-chain structure successively, and the gradient of different slope boards differs, but the open-chain structure is generally tendency diagonally downward;Angled maintaining body is set between the adjacent slope board;Also include vertical rack, height regulating frame, horizonal base plate and the Level tune frame set up vertically;The higher end of the open-chain structure is hinged on the height regulating frame;Relatively low one end of the open-chain structure is hinged on the Level tune frame.Geotechnical Engineering slope model test device of the present utility model has the characteristics of flexible adjustment facilitates, it can make experimenter that slope board gradient flexibly are tuned into various values as needed, ground Landslide Model is built on hang plate again, time and human cost are saved, and the model inclination degree built is accurate, for accurately and reliably providing the foundation for experiment.
Description
Technical field
Geotechnical Engineering slope model test technology is the utility model is related to, more particularly to a kind of Geotechnical Engineering Landslide Model
Experimental rig.
Background technology
Indoor layer during similar model test is the conventional research method of ground slope works problem, because of the major parameter of subjects
Flexibly setting, prominent studied a question leading factor, size can be needed to be reduced than prototype and save manpower and thing according to research
Many advantages, such as power, it is always the method in slope works research with very important effect.It is current to build Geotechnical Engineering landslide
Model is mainly manually built, it is necessary to build the Landslide Model contrast experiment of different gradients particularly in contrast experiment,
If there is no servicing unit, manually need up slowly to stack since horizontal plane gradually to build model, waste time and energy.
The content of the invention
Goal of the invention:In order to overcome the deficiencies in the prior art, the utility model, which provides one kind and can saved, to be built
The time of Geotechnical Engineering Landslide Model and the flexible Geotechnical Engineering slope model test device of adjustment.
Technical scheme:To achieve the above object, Geotechnical Engineering slope model test device of the present utility model is included at least
Two pieces of square slope boards, all slope boards are hinged to open-chain structure successively, and the gradient of different slope boards differs, but institute
State the tendency of open-chain structure generally diagonally downward;Angled maintaining body is set between the adjacent slope board;Also include
Vertical rack, height regulating frame, horizonal base plate and the Level tune frame set up vertically;The higher end hinge of the open-chain structure
It is connected on the height regulating frame, the height regulating frame can adjust vertical height relative to the vertical rack;The open chain
Relatively low one end of structure is hinged on the Level tune frame, and the Level tune frame can adjust water relative to the horizonal base plate
Prosposition is put.
Further, the angle maintaining body includes being fixed on the regulation in two neighboring slope board on one piece of slope board
Bar and the adjustable plate being fixed on another piece of slope board, it is provided with the adjustable plate using the center of rotation of two slope boards as circle
The circular arc waist hole that the heart is set, the bolt through the circular arc waist hole is installed on the adjusting rod.
Further, vertical adjustable track is provided with the vertical rack, is provided with vertical adjustable track and runs through up and down
The convex shape groove of its short transverse, the first sliding block is installed in the convex shape groove, first sliding block can be relative to convex shape
Groove adjusting position, the height regulating frame are connected by screw with first sliding block.
Further, Level tune track is installed on the horizonal base plate, is provided with the Level tune track up and down
Through the second convex shape groove of its length direction, the second sliding block is installed, second sliding block can in the second convex shape groove
Relative to the second convex shape groove adjusting position, the Level tune frame is connected by screw with second sliding block.
Beneficial effect:Geotechnical Engineering slope model test device of the present utility model has the characteristics of flexible adjustment facilitates,
It can make experimenter that slope board gradient flexibly are tuned into various values as needed, then ground landslide mould is built on hang plate
Type, save time and human cost, and the model inclination degree built is accurate, for accurately and reliably providing the foundation for experiment.
Brief description of the drawings
Accompanying drawing 1 is the structure chart of Geotechnical Engineering slope model test device;
Accompanying drawing 2 is the partial enlarged drawing of part A in accompanying drawing 1;
Accompanying drawing 3 is the partial enlarged drawing of part B in accompanying drawing 1;
Accompanying drawing 4 is the partial enlarged drawing of C portion in accompanying drawing 1.
Embodiment
The utility model is further described below in conjunction with the accompanying drawings.
Geotechnical Engineering slope model test device as shown in accompanying drawing 1- accompanying drawings 4, including at least two pieces of square slope boards
1, all slope boards 1 are hinged to open-chain structure successively, and the gradient of different slope boards 1 differs, but the open-chain structure is total
Body is tendency diagonally downward;Angled maintaining body 6 is set between the adjacent slope board 1;Also include what is set up vertically
Vertical rack 2, height regulating frame 3, horizonal base plate 4 and Level tune frame 5;The higher end of the open-chain structure is hinged on institute
State on height regulating frame 3, the height regulating frame 3 can adjust vertical height relative to the vertical rack 2;The open-chain structure
Relatively low one end be hinged on the Level tune frame 5, the Level tune frame 5 can relative to the horizonal base plate 4 adjust water
Prosposition is put.
The angle maintaining body 6 include being fixed on adjusting rod 61 in two neighboring slope board 1 on one piece of slope board 1 with
And be fixed on the adjustable plate 62 on another piece of slope board 1, be provided with the adjustable plate 62 using the center of rotation of two slope boards 1 as
The circular arc waist hole that the center of circle is set, the bolt 63 through the circular arc waist hole is installed on the adjusting rod 61.
Vertical adjustable track 21 is provided with the vertical rack 2, is provided with vertical adjustable track 21 high through it up and down
The convex shape groove in direction is spent, the first sliding block 22 is installed in the convex shape groove, first sliding block 22 can be relative to convex shape
Groove adjusting position, the height regulating frame 3 are connected by screw with first sliding block 22.
Level tune track 41 is installed on the horizonal base plate 4, is provided with the Level tune track 41 and runs through up and down
Second convex shape groove of its length direction, the second sliding block 42 is installed in the second convex shape groove, second sliding block 42 can
Relative to the second convex shape groove adjusting position, the Level tune frame 5 is connected by screw with second sliding block 42.
Geotechnical Engineering slope model test device of the present utility model has the characteristics of flexible adjustment facilitates, and can make experiment
Slope board gradient is flexibly tuned into various values by personnel as needed, then ground Landslide Model is built on hang plate, is saved
Time and human cost, and the model inclination degree built is accurate, for accurately and reliably providing the foundation for experiment.
Described above is only preferred embodiment of the present utility model, it should be pointed out that:For the common skill of the art
For art personnel, on the premise of the utility model principle is not departed from, some improvements and modifications can also be made, these improve and
Retouching also should be regarded as the scope of protection of the utility model.
Claims (4)
- A kind of 1. Geotechnical Engineering slope model test device, it is characterised in that:Including at least two pieces of square slope boards (1), institute Some slope boards (1) are hinged to open-chain structure successively, and the gradient of different slope boards (1) differs, but the open-chain structure is total Body is tendency diagonally downward;Angled maintaining body (6) is set between the adjacent slope board (1);Also include setting vertically Vertical vertical rack (2), height regulating frame (3), horizonal base plate (4) and Level tune frame (5);The open-chain structure it is higher One end is hinged on the height regulating frame (3), and the height regulating frame (3) can be adjusted relative to the vertical rack (2) to be hung down Straight height;Relatively low one end of the open-chain structure is hinged on the Level tune frame (5), and the Level tune frame (5) can phase Horizontal level is adjusted for the horizonal base plate (4).
- A kind of 2. Geotechnical Engineering slope model test device according to claim 1, it is characterised in that:The angle is kept Mechanism (6) includes being fixed on the adjusting rod (61) in two neighboring slope board (1) on one piece of slope board (1) and being fixed on another Adjustable plate (62) on block slope board (1), the center of rotation using two slope boards (1) is provided with as the center of circle on the adjustable plate (62) The circular arc waist hole of setting, the bolt (63) through the circular arc waist hole is installed on the adjusting rod (61).
- A kind of 3. Geotechnical Engineering slope model test device according to claim 1, it is characterised in that:The vertical rack (2) vertical adjustable track (21) is provided with, the convex shape for running through its short transverse up and down is provided with vertical adjustable track (21) Groove, is provided with the first sliding block (22) in the convex shape groove, first sliding block (22) can relative to convex shape groove adjusting position, The height regulating frame (3) is connected by screw with first sliding block (22).
- A kind of 4. Geotechnical Engineering slope model test device according to claim 1, it is characterised in that:The horizonal base plate (4) Level tune track (41) is installed on, is provided with the Level tune track (41) up and down through the of its length direction Two convex shape grooves, the second sliding block (42) is installed in the second convex shape groove, second sliding block (42) can be relative to second Convex shape groove adjusting position, the Level tune frame (5) are connected by screw with second sliding block (42).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720330251.5U CN206649031U (en) | 2017-03-31 | 2017-03-31 | A kind of Geotechnical Engineering slope model test device |
Applications Claiming Priority (1)
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CN201720330251.5U CN206649031U (en) | 2017-03-31 | 2017-03-31 | A kind of Geotechnical Engineering slope model test device |
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CN206649031U true CN206649031U (en) | 2017-11-17 |
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CN201720330251.5U Expired - Fee Related CN206649031U (en) | 2017-03-31 | 2017-03-31 | A kind of Geotechnical Engineering slope model test device |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108847079A (en) * | 2018-06-27 | 2018-11-20 | 水利部交通运输部国家能源局南京水利科学研究院 | Crack of soils inducing device and its method for rehearsal of speedily carrying out rescue work |
CN109490512A (en) * | 2018-12-26 | 2019-03-19 | 西南交通大学 | A kind of base covers type slope instability simulation test device |
CN110146683A (en) * | 2019-05-06 | 2019-08-20 | 中国地质大学(武汉) | A kind of multi-functional side slope simulation test device |
CN110441493A (en) * | 2019-06-20 | 2019-11-12 | 中国地质大学(武汉) | The river accumulation of Multifunctional adjustable landslide causes calamity range testing equipment |
CN110736820A (en) * | 2019-10-29 | 2020-01-31 | 中国石油大学(华东) | Model test device of landslide area pipeline safety |
CN114720236A (en) * | 2022-06-10 | 2022-07-08 | 山东省地质矿产勘查开发局八〇一水文地质工程地质大队(山东省地矿工程勘察院) | Preparation device and method for three-dimensional inclined rock stratum in physical model test |
-
2017
- 2017-03-31 CN CN201720330251.5U patent/CN206649031U/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108847079A (en) * | 2018-06-27 | 2018-11-20 | 水利部交通运输部国家能源局南京水利科学研究院 | Crack of soils inducing device and its method for rehearsal of speedily carrying out rescue work |
CN109490512A (en) * | 2018-12-26 | 2019-03-19 | 西南交通大学 | A kind of base covers type slope instability simulation test device |
CN110146683A (en) * | 2019-05-06 | 2019-08-20 | 中国地质大学(武汉) | A kind of multi-functional side slope simulation test device |
CN110441493A (en) * | 2019-06-20 | 2019-11-12 | 中国地质大学(武汉) | The river accumulation of Multifunctional adjustable landslide causes calamity range testing equipment |
CN110736820A (en) * | 2019-10-29 | 2020-01-31 | 中国石油大学(华东) | Model test device of landslide area pipeline safety |
CN114720236A (en) * | 2022-06-10 | 2022-07-08 | 山东省地质矿产勘查开发局八〇一水文地质工程地质大队(山东省地矿工程勘察院) | Preparation device and method for three-dimensional inclined rock stratum in physical model test |
CN114720236B (en) * | 2022-06-10 | 2022-09-23 | 山东省地质矿产勘查开发局八〇一水文地质工程地质大队(山东省地矿工程勘察院) | Preparation device and method for three-dimensional inclined rock stratum in physical model test |
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Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171117 Termination date: 20180331 |
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CF01 | Termination of patent right due to non-payment of annual fee |