CN2935124Y - Anti-impact wearable test device for high speed sand-containing water flow hydraulic engineering material - Google Patents
Anti-impact wearable test device for high speed sand-containing water flow hydraulic engineering material Download PDFInfo
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- CN2935124Y CN2935124Y CN 200620035068 CN200620035068U CN2935124Y CN 2935124 Y CN2935124 Y CN 2935124Y CN 200620035068 CN200620035068 CN 200620035068 CN 200620035068 U CN200620035068 U CN 200620035068U CN 2935124 Y CN2935124 Y CN 2935124Y
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Abstract
A high speed sand-contained hydraulic engineering material anti-impact wear resistant test device is characterized in that the device is composed of an impounding reservoir, a pump, a motor, a control valve, a water nozzle, a sand adding mechanism, a specimen support, a sedimentation basin, and a flow meter; the pump is connected with the motor, the impounding reservoir, the pump, the control valve and the water nozzle are connected in sequence through a pipeline, the water nozzle stretches into the sedimentation basin, the sand adding mechanism is located above the water nozzle, the specimen support is positioned in the front of the water nozzle in the sedimentation basin, and the flow meter is positioned on the out-water pipe. The utility model has simple structure and is easy to be made. The regulation of the water flow and sand content is convenient. The application is wide. Maximum flow velocity reaches 50m per second and above, and does not cause ablation to the water nozzle. The test section of the utility model is no-pressure current, may acquire test conditions integrated ablation, air erosion and mixing gas and more approaches engineering practices, and fills the blank of high speed sand-contained hydraulic engineering material anti-impact wear resistant test device.
Description
Technical field
The utility model belongs to construction material erosion property test unit technical field, is specifically related to a kind of anti-impact wear resistance test device for high speed silt-carrying water flow water conservancy engineering material.
Background technology
In the hydraulic engineering of building, flow velocity is one of deciding factor that influences outlet structure escape works material overcurrent surface layer abraded quantity.When water velocity under a certain critical flow velocity, generally can not cause tangible wearing and tearing to outlet structure escape works.But, when flow velocity increases on this critical point gradually, to the wearing and tearing of material with hurried increase.Show that as the wear test in the metal material laboratory wear extent and water velocity are the relation of 2.7～3.2 powers.In hydraulic engineering, when velocity ratio is big, also may there be cavitation erosion, i.e. cavitation erosion, when wearing and tearing and cavitation erosion synergy, its destruction is stronger.Understand the impact-resisting wear-resisting erosion characteristic of hydraulic engineering material, especially material is under the test condition of the high speed silt carrying flow that reaches present actual engineering, its impact-resisting wear-resisting erosion characteristic is for developing new material and selecting for use suitable material to provide with reference to seeming most important in different hydraulic engineerings.
The testing equipment that the hydraulic engineering material is carried out erosion property mainly contains two classes: rotating disk cavitation erosion instrument and water hole.
Rotating disk cavitation erosion instrument comprises rotary-jet abrasion device, and the hydraulics during its test is owing to comparatively similar to the service condition of water wheels unit, so its test findings is used to study the abrasion of the hydraulic turbine morely.Though also the someone is used to this kind equipment to study the erosion property of outlet structure escape works material therefor, and used flow velocity is also quite high in discloseder tests, how flow velocity once reached 40m/s (He Xiaokui in the test of formal little slender bamboo Kui, the abrasion failure properties of material during difference silt content different in flow rate, the hydropower journal, 1996 the 3rd phases), but because the impossible aeration of the current in this equipment, so the actual flow condition in its test condition and the hydraulic engineering outlet structure escape works has than big difference.
Though water (flow) direction and abrasion of materials face were parallel to each other when the testing equipment of water hole class was tested because of it, and can form aerated flow by air hole is set, flow condition in its flow condition and the outlet structure escape works is more approaching, but because the abrasion of high speed silt carrying flow is very capable, when flow velocity is excessive, can cause comparatively serious abrasion to jet nozzle, this has just limited the speed of silt carrying flow in the test, can only reach 30m/s (Wang Shixia as flow velocity in people's such as Wang Shixia the test, contain husky high-velocity flow aeration antiwear characteristics, outlet work and high-velocity flow, 1994 the 2nd phases), this and the actual engineering of China are as two beaches, small stream Luo Du, it still is smaller that power stations such as silk screen occur that the high speed maybe will occur or ultra high rate (50m/s and more than) compare.
Summary of the invention
The deficiency that the purpose of this utility model exists at prior art, a kind of anti-impact wear resistance test device for high speed silt-carrying water flow water conservancy engineering material is provided, this device can be under high flow rate or ultra high rate silt carrying flow, the hydraulic engineering material is impacted and wear test, to study the anti-impact mill performance of the anti-high speed silt carrying flow of different impact-resisting wear-resisting materials, for the development new material with in different hydraulic engineerings, especially select for use suitable impact-resisting wear-resisting material that reference is provided in the large hydraulic engineering.
The anti-impact wear resistance test device for high speed silt-carrying water flow water conservancy engineering material that the utility model provides, it is characterized in that this device is made up of cistern, water pump, motor, operation valve, water jet, gaza mechanism, sample stent, sand basin and flowmeter, water pump links to each other with motor, cistern, water pump, operation valve and water jet are connected successively by pipeline, water jet is stretched in the sand basin, gaza mechanism is positioned at water jet outlet top, sample stent is arranged in water jet the place ahead of sand basin, and flowmeter is positioned on the rising pipe of sand basin.
During test, earlier test specimen is fixed on the sample stent, energising makes machine operation drive the water pump rotation then, water in the cistern is extracted out, and by connecting tube with water through operation valve from water jet high-speed jet ejection, the jet of ejection is carrying with the grains of sand that the gaza mechanism that is about to be positioned at the water jet top falls, and rushes at the test specimen surface that is fixed on the sample stent, wash away the silt carrying flow that falls behind the test specimen in sand basin behind the silt sediment, current are drained through the flowmeter metering.
In order to realize goal of the invention better, the utility model has also adopted following optimisation technique measure:
1, it is thinner to consider that institute adds the grains of sand, the dried grains of sand are added in the process of jet when adding sand tube, water is easy to immerse from lower nozzle, the grains of sand are lumpd in tiny adding in the sand tube, cause stopping up and make gaza's failure, so with gaza's mechanism design for by hourglass, water injection pipe with add sand tube and forms, hourglass is installed in and adds above the sand tube, the husky plate of one control is arranged at the bottom, control gaza amount; Water injection pipe is positioned at hourglass sand outlet below side, makes water blend that the grains of sand that fall and water injection pipe flow out form the high concentration silt carrying flow and flows out from gaza's mouth of pipe, with the formation high speed silt carrying flow of lumping together of the water of water jet high-speed jet; The high concentration silt carrying flow of flowing out adds the dihedral plate of sand tube by the both sides, bottom and is fixed on the outer ring flange of water jet, so that can be lumped together with the water of water jet high-speed jet better.
2, be the amount weir with flowmeter design, be arranged in the open channel loop between sand basin and the cistern.The amount weir can be measured flow exactly, open channel can make on the one hand the water that contains thinner silt return further to deposit before the cistern to be removed, it can be used as recirculated water, the conserve water resource, in the time of can guaranteeing that recirculated water re-uses on the other hand, water jet is unlikely to be denuded by the high speed silt carrying flow.
3, be two groups or more with water pump and design of electrical motor, be installed in parallel between cistern and operation valve, and the pipeline that each water pump links to each other with operation valve is provided with controlled valve, so that bigger discharge to be provided, to be convenient to operation valve and can to regulate the water velocity of spraying in a big way.
4, the cross sectional shape with the water jet jet segment is a rectangle, so that to be fixed in the test specimen end limit of water delivering orifice front end parallel with sample stent, thereby the water (flow) direction that guarantees to enter test section and workplace (is workplace from the end face of the high-velocity flow of nozzle ejaculation) are parallel to each other, and make test more near the abrasion situation of material in actual hydraulic engineering.
Compared with the prior art the utility model also has the following advantages:
1, because the utility model is provided with two groups or more parallel water pump and motor, very big discharge can be provided, thereby can make on the one hand Peak Flow Rate in the test reach current in the present engineering reality speed 50m/s and more than, obtain high-velocity flow, also can make operation valve can in a big way, regulate the water velocity of spraying on the other hand, make the utility model applicable surface more wide in range.
2, since the mode that the utility model will obtain silt carrying flow be designed to export at water jet, add the high concentration silt carrying flow and mix and obtain by adding sand tube, the water that water jet is ejected all is no husky clear water, thereby avoided prior art very capable because of high speed silt carrying flow abrasion, when flow velocity is excessive, the problem of comparatively serious abrasion can be caused to water jet, the jet velocity of silt carrying flow in the test can be improved greatly.
3, because the test section of the utility model device is designed to pressure free current, and for fear of diffusion owing to jet, make that adding the sand tube exit can add silt because of hydraulic pressure is excessive, add sand tube outlet bottom surface and dash the mill workplace and all move up slightly, form a step of stepping back, make the current that eject to contact with air in large area, make high speed silt carrying flow aerations in a large number, can obtain to combine abrasion, cavitation corrosion and aeration are to the current of the factors such as influence of abrasion, the test condition that makes device is more near engineering reality, solved prior art because of the impossible aeration of the current in the equipment, so the actual flow condition in its test condition and the hydraulic engineering outlet structure escape works there is the problem than big difference.
4, the utility model structural design is simple, and is easy to manufacture, and what are easy to adjust with containing sand for the current size, have filled up the blank of anti-impact wear resistance test device for high speed silt-carrying water flow water conservancy engineering material.
Description of drawings
Fig. 1 is the annexation synoptic diagram of a kind of version of the utility model installation optimization; Fig. 2 is the cross-sectional view of the utility model test section part; Fig. 3 is hourglass, water injection pipe and adds the sand tube inflow point enlarged diagram of position relation each other; Fig. 4 is sample stent, add the structure and the annexation synoptic diagram of sand tube and water jet.
Embodiment
Provide embodiment and the utility model is specifically described below in conjunction with accompanying drawing.Be necessary to be pointed out that at this following examples only are used for that the utility model is described in further detail; can not be interpreted as restriction to the utility model protection domain; some nonessential improvement and adjustment that the professional and technical personnel in this field makes according to above-mentioned content of the present utility model still belong to protection domain of the present utility model.
As shown in Figure 1, the anti-impact wear resistance test device for high speed silt-carrying water flow water conservancy engineering material that provides of present embodiment is made up of cistern 1, water pump 2, motor 3, operation valve 5, water jet 7, gaza mechanism, sample stent 13, sand basin 16 and flowmeter 18.Cistern 1, water pump 2, operation valve 5, water jet 7, sand basin 16 and flowmeter 18 are connected successively by pipeline 6, constitute a circulation system.
Water pump 2 links to each other with motor 3, and the water pump 2 of present embodiment and motor 3 are two groups, be installed in parallel between cistern 1 and operation valve 5, and the pipeline 6 that each water pump 2 links to each other with operation valve 5 is provided with controlled valve 4.Water jet 7 is stretched in the sand basin 16, and the cross sectional shape of its jet segment is rectangle A-A, with fixing with sample stent 13 and to be positioned at the test specimen 20 end limits of water delivering orifice front end parallel, the ring flange 8 that the water delivering orifice external end head is connected as a single entity in addition.Gaza mechanism is positioned at water jet 7 water delivering orifices top, by hourglass 9, water injection pipe 11 with add sand tube 12 and form, hourglass 9 is installed in and adds sand tube 12 tops, the husky plate 10 of one control is arranged at the bottom, water injection pipe 11 is positioned at hourglass 9 sand outlets below side, add sand tube 12 by the bottom with ring flange 8 be fixed on the outer ring flange 8 of water jet 7, see Fig. 2,3.Sample stent 13 is arranged in water jet 7 the place aheads of sand basin 16, be to constitute by one " H " shape frame 14 and test specimen brace summer 15, test specimen brace summer 15 is two, be arranged in parallel, the one end is connected on the crossbeam of " H " shape frame 14, the other end is fixed with one with the ring flange 8 that adds both sides, sand tube 12 bottom, sees Fig. 4.During test, present embodiment is test specimen 20 to be made xsect be "T"-shaped three-dimensional part, and the dual-side of this solid part is held on the test specimen brace summer 15, and Lower Half is embedded in the cavity that two test specimen brace summers 15, " H " shape frame 14 crossbeams and gaza mechanism surround.Be positioned at if flowmeter 19 is selected electronic flow-meter for use on the rising pipe 17 of sand basin 16, but the flowmeter amount of the being preferably weir 19 of present embodiment is arranged in open channel 18 loops between sand basin 16 and the cistern 1, sees Fig. 1.
Claims (10)
1, a kind of anti-impact wear resistance test device for high speed silt-carrying water flow water conservancy engineering material, it is characterized in that this device is by cistern (1), water pump (2), motor (3), operation valve (5), water jet (7), gaza mechanism, sample stent (13), sand basin (16) and flowmeter (19) are formed, water pump (2) links to each other with motor (3), cistern (1), water pump (2), operation valve (5) is connected by pipeline (6) successively with water jet (7), water jet (7) is stretched in the sand basin (16), gaza mechanism is positioned at water jet (7) outlet top, sample stent (13) is arranged in water jet (7) the place ahead of sand basin (16), and flowmeter (19) is positioned on the rising pipe (17) of sand basin (16).
2, anti-impact wear resistance test device for high speed silt-carrying water flow water conservancy engineering material according to claim 1, it is characterized in that gaza mechanism is by hourglass (9), water injection pipe (11) with add sand tube (12) and form, hourglass (9) is installed in and adds sand tube (12) top, one control husky plate (10) is arranged at the bottom, water injection pipe (11) is positioned at hourglass (9) sand outlet below side, add sand tube (12) by the bottom with ring flange (8) be fixed on the outer ring flange (8) of water jet (7).
3, anti-impact wear resistance test device for high speed silt-carrying water flow water conservancy engineering material according to claim 1 and 2 is characterized in that flowmeter (19) for the amount weir, is arranged in open channel (18) loop between sand basin (16) and the cistern (1).
4, hydraulic engineering material impact-resisting wear-resisting test unit under the high speed silt carrying flow according to claim 1 and 2, it is characterized in that water pump (2) and motor (3) are two groups or more, be installed in parallel between cistern (1) and operation valve (5), and the pipeline (6) that each water pump (2) links to each other with operation valve (5) is provided with controlled valve (4).
5, anti-impact wear resistance test device for high speed silt-carrying water flow water conservancy engineering material according to claim 3, it is characterized in that water pump (2) and motor (3) are two groups or more, be installed in parallel between cistern (1) and operation valve (5), and the pipeline (6) that each water pump (2) links to each other with operation valve (5) is provided with controlled valve (4).
6, anti-impact wear resistance test device for high speed silt-carrying water flow water conservancy engineering material according to claim 1 and 2, the cross sectional shape that it is characterized in that water jet (7) jet segment is a rectangle, with fixing with sample stent (13) and to be positioned at test specimen (20) the end limit of water delivering orifice front end parallel.
7, anti-impact wear resistance test device for high speed silt-carrying water flow water conservancy engineering material according to claim 5, the cross sectional shape that it is characterized in that water jet (7) jet segment is a rectangle, with fixing with sample stent (13) and to be positioned at test specimen (20) the end limit of water delivering orifice front end parallel.
8, anti-impact wear resistance test device for high speed silt-carrying water flow water conservancy engineering material according to claim 1 and 2, it is characterized in that sample stent (13) is made of one " H " shape frame (14) and test specimen brace summer (15), test specimen brace summer (15) is two, be arranged in parallel, the one end is connected on the crossbeam of " H " shape frame (14), and the other end is fixed with one with the ring flange (8) that adds sand tube (12) both sides, bottom.
9, anti-impact wear resistance test device for high speed silt-carrying water flow water conservancy engineering material according to claim 5, it is characterized in that sample stent (13) is made of one " H " shape frame (14) and test specimen brace summer (15), test specimen brace summer (15) is two, be arranged in parallel, the one end is connected on the crossbeam of " H " shape frame (14), and the other end is fixed with one with the ring flange (8) that adds sand tube (12) both sides, bottom.
10, anti-impact wear resistance test device for high speed silt-carrying water flow water conservancy engineering material according to claim 7, it is characterized in that sample stent (13) is made of one " H " shape frame (14) and test specimen brace summer (15), test specimen brace summer (15) is two, be arranged in parallel, the one end is connected on the crossbeam of " H " shape frame (14), and the other end is fixed with one with the ring flange (8) that adds sand tube (12) both sides, bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620035068 CN2935124Y (en) | 2006-07-27 | 2006-07-27 | Anti-impact wearable test device for high speed sand-containing water flow hydraulic engineering material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620035068 CN2935124Y (en) | 2006-07-27 | 2006-07-27 | Anti-impact wearable test device for high speed sand-containing water flow hydraulic engineering material |
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| CN2935124Y true CN2935124Y (en) | 2007-08-15 |
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| CN 200620035068 Expired - Fee Related CN2935124Y (en) | 2006-07-27 | 2006-07-27 | Anti-impact wearable test device for high speed sand-containing water flow hydraulic engineering material |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103674751A (en) * | 2014-01-14 | 2014-03-26 | 三峡大学 | Jet concrete stamping and milling tester |
| CN103712870A (en) * | 2013-12-30 | 2014-04-09 | 河海大学常州校区 | Jet flow type mortar erosive wearing testing device with precise and controllable sand percentage |
| CN104089841A (en) * | 2014-07-08 | 2014-10-08 | 杭州国电大坝安全工程有限公司 | Anti-abrasion simulation test device and method |
| CN106018143A (en) * | 2016-05-11 | 2016-10-12 | 浙江理工大学 | Design method for visualization pipeline flowing wear testing device |
| CN108106955A (en) * | 2017-12-14 | 2018-06-01 | 中国特种飞行器研究所 | A kind of big flow, high speed water scouring test methods |
| CN109115641A (en) * | 2018-08-30 | 2019-01-01 | 水利部交通运输部国家能源局南京水利科学研究院 | Concrete for hydraulic structure punching mill and cavitation corrosion immixture test method |
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2006
- 2006-07-27 CN CN 200620035068 patent/CN2935124Y/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103712870A (en) * | 2013-12-30 | 2014-04-09 | 河海大学常州校区 | Jet flow type mortar erosive wearing testing device with precise and controllable sand percentage |
| CN103674751A (en) * | 2014-01-14 | 2014-03-26 | 三峡大学 | Jet concrete stamping and milling tester |
| CN104089841A (en) * | 2014-07-08 | 2014-10-08 | 杭州国电大坝安全工程有限公司 | Anti-abrasion simulation test device and method |
| CN106018143A (en) * | 2016-05-11 | 2016-10-12 | 浙江理工大学 | Design method for visualization pipeline flowing wear testing device |
| CN106018143B (en) * | 2016-05-11 | 2018-06-15 | 浙江理工大学 | A kind of visualization pipeline flowing abrasion experiment device design method |
| CN108106955A (en) * | 2017-12-14 | 2018-06-01 | 中国特种飞行器研究所 | A kind of big flow, high speed water scouring test methods |
| CN109115641A (en) * | 2018-08-30 | 2019-01-01 | 水利部交通运输部国家能源局南京水利科学研究院 | Concrete for hydraulic structure punching mill and cavitation corrosion immixture test method |
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| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |