CN204556147U - Impulsive force of mud flow experiment slurry pool - Google Patents
Impulsive force of mud flow experiment slurry pool Download PDFInfo
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- CN204556147U CN204556147U CN201520283040.1U CN201520283040U CN204556147U CN 204556147 U CN204556147 U CN 204556147U CN 201520283040 U CN201520283040 U CN 201520283040U CN 204556147 U CN204556147 U CN 204556147U
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Abstract
A kind of impulsive force of mud flow experiment slurry pool, comprise material tank main body and forbay, described material tank main body is primarily of the tilting section be sequentially connected and horizontal segment composition, described horizontal segment is for arranging impulsive force test instrument, described forbay is corresponding above the tilting section of material tank main body, it is characterized in that: described slurry pool also includes size circulations mechanism, described size circulations mechanism is primarily of steam piano and conveying pipeline composition, and size circulations mechanism is used for the slurry in material tank main body downstream to send into forbay.By arranging size circulations mechanism in slurry pool main body, effectively solve the situation that original each experiment needs configuration slurry separately, greatly save the time of experiment, can be used by iterative cycles by this size circulations mechanism slurry, not only reduce the cost of experiment, improve conventional efficient simultaneously.
Description
Technical field
The utility model relates to the experimental facilities of geologic hazard, specifically a kind of rock glacier impulsive force experiment slurry pool.
Background technology
At present, because existing impulsive force of mud flow determination experiment equipment slurry pool used is by the tilting section be sequentially connected, horizontal segment and forbay composition, forbay is arranged on above tilting section, horizontal segment measures the impulsive force test instrument of the impulsive force of mud flow for arranging, though this existing impulsive force of mud flow determination experiment equipment can measure the impulsive force of rubble flow, but the slurry configured can not recycle, therefore each experiment needs to prepare slurry separately, and the slurry amount that each test needs is large, preparation slurry needs to consume the plenty of time, the device that shortage due to existing slurry pool makes slurry circulate, so slurry can not recycle after once testing, considerably increase the cost of determination experiment like this, conventional efficient is low.
Summary of the invention
Goal of the invention of the present utility model is: for above-mentioned the deficiencies in the prior art, provides the slurry circulating device of the impulsive force of mud flow determination experiment that a kind of conventional efficient is high, experimental cost is low, slurry can be recycled.
The technical scheme that the utility model adopts is: a kind of impulsive force of mud flow experiment slurry pool, comprise material tank main body and forbay, described material tank main body is primarily of the tilting section be sequentially connected and horizontal segment composition, described horizontal segment is for arranging impulsive force test instrument, described forbay is corresponding above the tilting section of material tank main body, it is characterized in that: described slurry pool also includes size circulations mechanism, described size circulations mechanism is primarily of steam piano and conveying pipeline composition, and size circulations mechanism is used for the slurry in material tank main body downstream to send into forbay.
Further, described conveying pipeline is primarily of the first separate conveying pipeline and the second conveying pipeline composition, described first conveying pipeline is connected between material tank main body downstream and steam piano charging aperture, and described second conveying pipeline is connected between steam piano discharging opening and forbay charging aperture.
Further, the downstream of described material tank main body has jetsam groove, and the bottom of this jetsam groove is lower than horizontal segment.
Further, the diameter of described conveying pipeline is greater than the diameter of maximum pellet in slurry.
Further, the downstream of described material tank main body is provided with discharge valve,
Further, the discharging opening of described forbay is provided with flowrate control valve.
Further, liquid level monitor is provided with in described forbay.
The beneficial effects of the utility model are: by arranging size circulations mechanism in slurry pool main body, effectively solve the situation that original each experiment needs configuration slurry separately, greatly save the time of experiment, can be used by iterative cycles by this size circulations mechanism slurry, not only reduce the cost of experiment, improve conventional efficient simultaneously.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is further described.
Fig. 1 is a kind of structural representation of the present utility model.
Code name implication in figure: 1-material tank main body; 11-tilting section; 12-horizontal segment; 2-forbay; 21-discharging opening; 3-impulsive force test instrument; 31-support; 32-clash into test block; 33-hit test block; 4-size circulations mechanism; 41-steam piano; 42-the second conveying pipeline; 43-the first conveying pipeline.
Embodiment
See Fig. 1: the utility model comprises material pond 1 and forbay 2.(downstream of material tank main body (1) is provided with discharge valve)
Wherein, material tank main body 1 has tilting section 11 and horizontal segment 12, the downstream of material tank main body 1 is provided with discharge valve, be used for above tilting section 11 arranging forbay 2, forbay 2 has discharging opening 21, liquid level monitor is provided with in the casing of forbay 2, discharging opening 21 is provided with flowrate control valve, the discharging opening of forbay 2 is crossing with the groove port above tilting section 11, horizontal segment 12 is for arranging impulsive force test instrument 3, the port of horizontal segment 12 is provided with jetsam groove, the bottom of jetsam groove is lower than horizontal segment 12, tilting section 11 and horizontal segment 12 order are connected, form the material pond 1 of charge of slurry with forbay 2 simultaneously.
Impulsive force test instrument 3 is by support 31, clash into test block 32 and hit test block 33 and form, support 31 is tripod, be arranged on the horizontal segment 12 of material tank main body 1, clash into the top that test block 32 is connected to support 31, in swinging shape, being hit test block 33 is arranged in horizontal segment 12 groove of support 31 times square stock tank main bodies 1, the slurry extracted by size circulations mechanism 4 is sent in forbay 2, under by expecting the tilting section 11 of tank main body 1 to tilt, the impact process of simulation rubble flow, measured by the impulsive force of impulsive force test instrument 3 pairs of rubble flow that material tank main body 1 horizontal segment 12 is arranged.
Size circulations mechanism 4 is made up of steam piano 41 and conveying pipeline, for the slurry in the jetsam groove of material tank main body 1 downstream is sent into forbay 2, wherein the diameter of conveying pipeline is greater than the diameter of maximum pellet in slurry, conveying pipeline forms primarily of the first separate conveying pipeline 43 and the second conveying pipeline 42, first conveying pipeline 43 is connected between material tank main body 1 downstream jetsam groove and steam piano 41 charging aperture, slurry in the jetsam groove of material tank main body 1 downstream is extracted, second conveying pipeline 42 is connected between steam piano 41 discharging opening and forbay 2 charging aperture, for slurry is sent to forbay 2.
Principle of work of the present utility model is, by size circulations mechanism 4, the slurry extraction in material tank main body 1 is entered forbay 2, control slurry by the flowrate control valve that forbay 2 discharging opening 21 is arranged and enter material tank main body 1, the iterative cycles that this size circulations mechanism 4 achieves slurry uses.
Above-mentioned concrete technical scheme, only in order to the utility model to be described, is not intended to limit.Although be described in detail the utility model with reference to above-mentioned concrete technical scheme, those of ordinary skill in the art has been to be understood that: it still can be modified to above-mentioned concrete technical scheme, or carries out equivalent replacement to wherein portion of techniques feature; And these amendments or replacement, do not make the essence of appropriate technical solution depart from the spirit and scope of technical solutions of the utility model.
Claims (7)
1. an impulsive force of mud flow experiment slurry pool, comprise material tank main body (1) and forbay (2), described material tank main body (1) is primarily of the tilting section (11) be sequentially connected and horizontal segment (12) composition, described horizontal segment (12) is for arranging impulsive force test instrument (3), the corresponding top of the tilting section (11) at material tank main body (1) of described forbay (2), it is characterized in that: described slurry pool also includes size circulations mechanism (4), described size circulations mechanism (4) is primarily of steam piano (41) and conveying pipeline composition, size circulations mechanism (4) will be for expecting that forbay sent into by the slurry in tank main body (1) downstream.
2. impulsive force of mud flow experiment slurry pool according to claim 1, it is characterized in that: described conveying pipeline is primarily of separate the first conveying pipeline (43) and the second conveying pipeline (42) composition, described first conveying pipeline (43) is connected between material tank main body (1) downstream and steam piano (41) charging aperture, and described second conveying pipeline (42) is connected between steam piano (41) discharging opening and forbay (2) charging aperture.
3. impulsive force of mud flow experiment slurry pool according to claim 1 or 2, is characterized in that: the downstream of described material tank main body (1) has jetsam groove, and the bottom of this jetsam groove is lower than horizontal segment (12).
4. impulsive force of mud flow experiment slurry pool according to claim 1 or 2, is characterized in that: the diameter of described conveying pipeline is greater than the diameter of maximum pellet in slurry.
5. impulsive force of mud flow experiment slurry pool according to claim 1 or 2, is characterized in that: the downstream of described material tank main body (1) is provided with discharge valve.
6. according to impulsive force of mud flow experiment slurry pool described in claim 1, it is characterized in that: the discharging opening (21) of described forbay (2) is provided with flowrate control valve.
7. impulsive force of mud flow experiment slurry pool according to claim 1 or 6, is characterized in that: be provided with liquid level monitor in described forbay.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520283040.1U CN204556147U (en) | 2015-05-05 | 2015-05-05 | Impulsive force of mud flow experiment slurry pool |
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| CN201520283040.1U CN204556147U (en) | 2015-05-05 | 2015-05-05 | Impulsive force of mud flow experiment slurry pool |
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| CN204556147U true CN204556147U (en) | 2015-08-12 |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105806530A (en) * | 2016-03-03 | 2016-07-27 | 中国科学院水利部成都山地灾害与环境研究所 | Measuring method for mud-rock flow's impact force |
| CN106841573A (en) * | 2017-04-12 | 2017-06-13 | 中铁西北科学研究院有限公司 | A kind of debris flows simulation experimental rig and test method |
| CN108489697A (en) * | 2018-03-09 | 2018-09-04 | 西南交通大学 | A kind of mud-rock-flow-impact experimental rig of double storage bins and variable-width sink |
| CN111627279A (en) * | 2020-05-19 | 2020-09-04 | 中国安全生产科学研究院 | Test system for simulating whole process of landslide and debris flow disaster chain |
| CN111692945A (en) * | 2020-06-16 | 2020-09-22 | 四川工程职业技术学院 | Survey dipperstick of plant diversity |
-
2015
- 2015-05-05 CN CN201520283040.1U patent/CN204556147U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105806530A (en) * | 2016-03-03 | 2016-07-27 | 中国科学院水利部成都山地灾害与环境研究所 | Measuring method for mud-rock flow's impact force |
| CN106841573A (en) * | 2017-04-12 | 2017-06-13 | 中铁西北科学研究院有限公司 | A kind of debris flows simulation experimental rig and test method |
| CN108489697A (en) * | 2018-03-09 | 2018-09-04 | 西南交通大学 | A kind of mud-rock-flow-impact experimental rig of double storage bins and variable-width sink |
| CN111627279A (en) * | 2020-05-19 | 2020-09-04 | 中国安全生产科学研究院 | Test system for simulating whole process of landslide and debris flow disaster chain |
| CN111627279B (en) * | 2020-05-19 | 2022-10-11 | 中国安全生产科学研究院 | Test system for simulating landslide and debris flow disaster chain overall process |
| CN111692945A (en) * | 2020-06-16 | 2020-09-22 | 四川工程职业技术学院 | Survey dipperstick of plant diversity |
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