CN105256760B - Dykes and dams permeability test simulator moves water installations - Google Patents
Dykes and dams permeability test simulator moves water installations Download PDFInfo
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- CN105256760B CN105256760B CN201510652913.6A CN201510652913A CN105256760B CN 105256760 B CN105256760 B CN 105256760B CN 201510652913 A CN201510652913 A CN 201510652913A CN 105256760 B CN105256760 B CN 105256760B
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- dams
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 43
- 230000035699 permeability Effects 0.000 title claims abstract description 21
- 238000012360 testing method Methods 0.000 title claims abstract description 16
- 238000009434 installation Methods 0.000 title claims abstract description 13
- 230000007246 mechanism Effects 0.000 claims abstract description 15
- 238000000429 assembly Methods 0.000 claims description 13
- 230000000712 assembly Effects 0.000 claims description 13
- 238000001727 in vivo Methods 0.000 claims 1
- 238000007493 shaping process Methods 0.000 claims 1
- 238000013019 agitation Methods 0.000 abstract description 3
- 238000001764 infiltration Methods 0.000 description 5
- 230000008595 infiltration Effects 0.000 description 5
- 230000007613 environmental effect Effects 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000001276 controlling effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000011173 large scale experimental method Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000002688 persistence Effects 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 238000007634 remodeling Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 238000004088 simulation Methods 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
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- Aerodynamic Tests, Hydrodynamic Tests, Wind Tunnels, And Water Tanks (AREA)
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Abstract
The present invention relates to a kind of dynamic water installations of dykes and dams permeability test simulator, are used for the rocker for producing simulated waves including for filling the casing of water, being articulated with casing, rocker is connected with swinging drive mechanism, and swinging drive mechanism adopts the adjustable toggle of amplitude.The built-in water of casing, rocker swing back and forth under the driving of swinging drive mechanism, arrange dykes and dams so as to the water in agitation box body is produced, be easy to study impact of the wave force permeability factor to dykes and dams in simulated waves, casing.
Description
Technical field
The present invention relates to the dynamic water dress of a kind of dykes and dams infiltration experiment device, especially a kind of dykes and dams permeability test simulator
Put.
Background technology
In order to effectively be regulated and controled to the water conservancy of nature, the purpose brought good to and remove all evil is reached, since ancient times, the mankind build
Substantial amounts of hydraulic engineering.Sea wall is located in the boundary line on ocean and land, is the strong barrier of coastline protection.Hydraulic structure
Effect of the complexity of working condition mainly due to environmental load.The environmental load of hydraulic structure mostly come from wind, wave,
Stream, ice and earthquake.Interaction between these environmental loads and hydraulic structure, with obvious dynamic trait, random spy
Property and nonlinear characteristic.Wave load is one of important environmental load, in general, when wave height is more than 0.5m, is just taken an examination
Consider the impact of wave force.Under the Circulation that subject wave force, its infiltration and stability all there occurs very big shadow to sea wall
Ring.Root according to data, has 40.5% to be caused by seepage failure in the dam of accident.Wave force under many circumstances may be used
Controlling load can be become, and there are different waters different wave factors different impacts will be produced to dykes and dams.Therefore, wave
The reasonable analysis of load are particularly important to dam designs.At present, have what some large-scale experiment rooms had a specialty to make ripple pond, but all
Than relatively large, the popularity for using is restricted, and is not specifically designed for the test demand of permeability this aspect, is not suitable for grinding
Study carefully dykes and dams infiltration.
The content of the invention
The present invention provides a kind of dykes and dams permeability test simulator dynamic water installations, bears wave force in simulating dykes and dams work
Situation, so as to study impact of the wave force permeability factor to dykes and dams.
The present invention provides a kind of dykes and dams permeability test simulator dynamic water installations, energy simulated seawater wave force, so as to study
Impact of the wave force permeability factor to dykes and dams.
The technical solution adopted for the present invention to solve the technical problems is：A kind of dynamic water dress of dykes and dams permeability test simulator
Put, be used for the rocker for producing simulated waves including for filling the casing of water, being articulated with casing, rocker is connected with and waves driving machine
Structure, swinging drive mechanism adopt the adjustable toggle of amplitude.The built-in water of casing, driving of the rocker in swinging drive mechanism
Under swing back and forth, so as to the water in agitation box body produces simulated waves, dykes and dams are set in casing, be easy to study wave force infiltration because
Impact of the element to dykes and dams.
Preferably, swinging drive mechanism includes rack-mounted motor, the song on motor
The connecting rod that handle and crank are hinged, crank and connecting rod are adjustable length structure.
Preferably, rocking bar is hinged with frame, end and the rocking bar of connecting rod are hinged, and the end of rocking bar passes through connecting rod
It is hinged with rocker.
Preferably, rocking bar is vertically hinged in frame, connecting rod in horizontally disposed, connecting rod in horizontally disposed, connecting rod
End is hinged with the middle part of rocking bar.
Preferably, rocking bar is cylindrical, adapter sleeve on rocking bar, is equipped with, adapter sleeve is formed by two halves make-up, adapter sleeve
Side be provided with hinged seat, hinged seat is hinged with connecting rod.
Preferably, crank includes plug each other the first fixed crank assemblies and the second crank assemblies, the first crank group
Part one end is provided with slot, and the other end is provided with the pivoted housing being connected with motor, and second crank assemblies one end is provided with and inserts
Groove plugs the inserted link of cooperation, and the other end is provided with articulated joint.
Preferably, connecting rod includes the first connecting rod component for plugging each other fixed and second connecting rod component, first connecting rod group
One end of part is provided with the connecting rod head being hinged with crank, and the other end is provided with slot, and one end of second connecting rod component is provided with
The inserted link of cooperation is plugged with slot, the other end is provided with connecting rod head.
Preferably, toggle includes the rocking bar that the connecting rod that crank and crank be hinged and connecting rod are hinged,
Crank is divided into two sections, is connected to form adjustable length structure by telescoping cylinder between two sections, and connecting rod is divided into two sections, passes through between two sections
Telescoping cylinder is connected to form adjustable length structure, and all telescoping cylinders are by controller control realization automatic telescopic.
Preferably, liftable flat water tank is provided with outside casing, flat water tank upper opening, flat water tank are passed through with casing
Water pipe is connected, and in casing, dykes and dams formation zone is provided with some pressure-measuring pipes being vertically arranged.
The invention has the beneficial effects as follows：The built-in water of casing, rocker swing back and forth under the driving of swinging drive mechanism, so as to
Water in agitation box body is produced, and is easy to study impact of the wave force permeability factor to dykes and dams.
Description of the drawings
Fig. 1 is a kind of structural representation of the invention；
Fig. 2 is a kind of bar linkage structure schematic diagram of the invention；
Fig. 3 is a kind of crank structure schematic diagram of the invention；
In figure：1st, casing, 2, rocker, 3, connecting rod, 4, rocking bar, 5, connecting rod, 6, crank, 7, motor, 8, frame, 9,
Flat water tank, 10, pressure-measuring pipe, 11, first connecting rod component, 12, slot, 13, second connecting rod component, 14, inserted link, the 15, first crank
Component, the 16, second crank assemblies.
Specific embodiment
Below by specific embodiment, and accompanying drawing is combined, technical scheme is described in further detail.
Embodiment：A kind of dykes and dams permeability test simulator moves water installations（Referring to Fig. 1）, including for fill water casing 1,
It is articulated with for producing the rocker 2 of simulated waves in casing, rocker is connected with swinging drive mechanism, and swinging drive mechanism adopts width
Spend adjustable toggle.Liftable flat water tank 9, flat water tank upper opening, flat water tank and case are provided with outside casing
Body is connected by water pipe, and in casing, dykes and dams formation zone is provided with some pressure-measuring pipes 10 being vertically arranged.
Swinging drive mechanism includes the motor 7 in the frame 8, crank 6 on motor, and bent
The connecting rod 5 that handle is hinged, crank and connecting rod are adjustable length structure.It is hinged with frame and shakes 4 bars, end and the rocking bar phase of connecting rod
It is hinged, the end of rocking bar is hinged by connecting rod 3 and rocker.Rocking bar is vertically hinged in frame, connecting rod in horizontally disposed,
Connecting rod is in horizontally disposed, and the end of connecting rod is hinged with the middle part of rocking bar.Rocking bar is cylindrical, and connection is equipped with rocking bar
Set, adapter sleeve are formed by two halves make-up, and the side of adapter sleeve is provided with hinged seat, and hinged seat is hinged with connecting rod.
Connecting rod（Referring to Fig. 2）Including the first connecting rod component 11 and second connecting rod component 13 that plug each other fixed, first connects
One end of bar assembly is provided with the connecting rod head being hinged with crank, and the other end is provided with slot 12, one end of second connecting rod component
The inserted link 14 that cooperation is plugged with slot is provided with, the other end is provided with connecting rod head.First connecting rod component and second connecting rod component
Connecting rod entire length is determined after to inserting, inserted link is locked with slot by lock-screw.
Crank（Referring to Fig. 3）Including the first fixed crank assemblies 15 and the second crank assemblies 16 of plugging each other, first is bent
Handle component one end is provided with slot 12, and the other end is provided with the pivoted housing being connected with motor, and second crank assemblies one end is arranged
There is the inserted link 14 that cooperation is plugged with slot, the other end is provided with articulated joint.First crank assemblies and the second crank assemblies are to inserting
After determine crank entire length, inserted link is locked with slot by lock-screw.
Rocker promotes the water of casing with simulated waves in the driving lower swing of swinging drive mechanism and produces wave penetration,
By each measured value of pressure-measuring pipe inside dykes and dams so as to study permeation effects of the wave force to dykes and dams, flat water tank upper opening changes
Become the height of flat water tank, you can change the height of water in casing, so as to the height of the relative dykes and dams of the horizontal plane for changing the wave of simulation
Degree, the amplitude of fluctuation of rocker can be adjusted by swinging drive mechanism, so as to realize the infiltration of different wave sizes generations
Impact of the power to dykes and dams.
The regulation of crank and connecting rod can be connected using telescoping cylinder using automatically adjusting, and telescoping cylinder is controlled certainly by controller
The dynamic flexible automatic telescopic so as to realize crank and connecting rod is adjusted.After realization is automatically adjusted, can be according to the division of day and night of concrete tide
The amplitude of rocker is determined with unrestrained height, so as to realize that persistence is tested, different wave force permeabilitys is received beneficial to dykes and dams long-time
Influence research.
Embodiment described above is a kind of preferred version of the present invention, not makees any pro forma limit to the present invention
System, also has other variants and remodeling on the premise of without departing from the technical scheme described in claim.
Claims (7)
1. a kind of dykes and dams permeability test simulator moves water installations, it is characterised in that include for filling the casing of water, being articulated with case
It is used in vivo producing the rocker of simulated waves, rocker is connected with swinging drive mechanism, and swinging drive mechanism is adjustable using amplitude
Toggle；Swinging drive mechanism include rack-mounted motor, the crank on motor and
The connecting rod that crank is hinged, crank and connecting rod are adjustable length structure；Crank includes the first fixed crank assemblies that plug each other
With the second crank assemblies, first crank assemblies one end is provided with slot, and the other end is provided with the pivoted housing being connected with motor, and
Two crank assemblies one end are provided with the inserted link that cooperation is plugged with slot, and the other end is provided with articulated joint.
2. dykes and dams permeability test simulator according to claim 1 moves water installations, it is characterised in that be hinged with frame
Rocking bar, end and the rocking bar of connecting rod are hinged, and the end of rocking bar is hinged with rocker by connecting rod.
3. dykes and dams permeability test simulator according to claim 2 moves water installations, it is characterised in that rocking bar is vertically hinged
In frame, connecting rod is in horizontally disposed, and connecting rod is in horizontally disposed, and the end of connecting rod is hinged with the middle part of rocking bar.
4. the dynamic water installations of dykes and dams permeability test simulator according to Claims 2 or 3, it is characterised in that rocking bar is in cylinder
Shape, is equipped with adapter sleeve on rocking bar, adapter sleeve is formed by two halves make-up, and the side of adapter sleeve is provided with hinged seat, hinged seat with
Connecting rod is hinged.
5. the dynamic water installations of dykes and dams permeability test simulator according to claim 1 or 2 or 3, it is characterised in that connecting rod bag
The first connecting rod component and second connecting rod component for plugging each other fixed is included, one end of first connecting rod component is provided with mutually is cut with scissors with crank
The connecting rod head for connecing, the other end are provided with slot, and one end of second connecting rod component is provided with the inserted link that cooperation is plugged with slot, separately
One end is provided with connecting rod head.
6. the dynamic water installations of dykes and dams permeability test simulator according to claim 1 or 2 or 3, it is characterised in that crank connects
Linkage includes the rocking bar that the connecting rod that crank and crank be hinged and connecting rod are hinged, and crank is divided into two sections, leads between two sections
Crossing telescoping cylinder and being connected to form adjustable length structure, connecting rod is divided into two sections, adjustable length is connected to form by telescoping cylinder between two sections
Structure, all telescoping cylinders are by controller control realization automatic telescopic.
7. the dynamic water installations of dykes and dams permeability test simulator according to claim 1 or 2 or 3, it is characterised in that outside casing
Portion is provided with liftable flat water tank, and flat water tank upper opening, flat water tank are connected by water pipe with casing, dykes and dams shaping in casing
Area is provided with some pressure-measuring pipes being vertically arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510652913.6A CN105256760B (en) | 2015-10-10 | 2015-10-10 | Dykes and dams permeability test simulator moves water installations |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510652913.6A CN105256760B (en) | 2015-10-10 | 2015-10-10 | Dykes and dams permeability test simulator moves water installations |
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| Publication Number | Publication Date |
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| CN105256760A CN105256760A (en) | 2016-01-20 |
| CN105256760B true CN105256760B (en) | 2017-04-05 |
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Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106192870A (en) * | 2016-07-14 | 2016-12-07 | 河海大学 | A kind of wave simulating overflow device continuously |
| CN106710418B (en) * | 2017-01-25 | 2023-10-13 | 北京师范大学 | Simulator for long-term exposure of plants to shallow water wave environment |
| CN118565753A (en) * | 2024-08-01 | 2024-08-30 | 杭州国华检测技术有限公司 | Hydraulic engineering gate quality detection device and detection method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3432264A1 (en) * | 1984-09-01 | 1986-03-06 | Bergwerksverband Gmbh, 4300 Essen | COLLECTOR FOR SEALING KNIFE |
| US6612779B1 (en) * | 1998-12-10 | 2003-09-02 | Capri Tech Italia S.R.L. | Embankment dam and waterproofing method |
| CN103091214A (en) * | 2011-10-29 | 2013-05-08 | 成都理工大学 | Under-dam seepage flow experiment apparatus |
| CN204256587U (en) * | 2014-11-20 | 2015-04-08 | 张兴洲 | A kind of Seepage Experiment Pedals type lifting operator's console device |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN200950318Y (en) * | 2006-09-18 | 2007-09-19 | 湖南科技大学 | Device for simulating dam seepage and detection based on distributed fiber sensing |
-
2015
- 2015-10-10 CN CN201510652913.6A patent/CN105256760B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3432264A1 (en) * | 1984-09-01 | 1986-03-06 | Bergwerksverband Gmbh, 4300 Essen | COLLECTOR FOR SEALING KNIFE |
| US6612779B1 (en) * | 1998-12-10 | 2003-09-02 | Capri Tech Italia S.R.L. | Embankment dam and waterproofing method |
| CN103091214A (en) * | 2011-10-29 | 2013-05-08 | 成都理工大学 | Under-dam seepage flow experiment apparatus |
| CN204256587U (en) * | 2014-11-20 | 2015-04-08 | 张兴洲 | A kind of Seepage Experiment Pedals type lifting operator's console device |
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| CN105256760A (en) | 2016-01-20 |
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Effective date of registration: 20200714 Address after: 710000 Shaanxi Xi'an economic and Technological Development Zone, Fengcheng four road, Ming Guang road, southeast corner of the new business building 1808 Patentee after: SHAANXI ZHUANYI INTELLECTUAL PROPERTY OPERATION CO.,LTD. Address before: Zhejiang Sci-Tech University Hangzhou city 310018 Park in Xiasha Higher Education of Zhejiang Province Patentee before: ZHEJIANG SCI-TECH University |
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Effective date of registration: 20201026 Address after: 215600 station 0002, 20th floor, building A-1, shazhouhu science and Technology Innovation Park, Huachang Road, yangshe Town, Zhangjiagang City, Suzhou City, Jiangsu Province (cluster registration) Patentee after: Youbiao e-commerce (Suzhou) Co.,Ltd. Address before: 710000 Shaanxi Xi'an economic and Technological Development Zone, Fengcheng four road, Ming Guang road, southeast corner of the new business building 1808 Patentee before: SHAANXI ZHUANYI INTELLECTUAL PROPERTY OPERATION Co.,Ltd. |
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Effective date of registration: 20240914 Address after: Building B7/Unit 1, Floor 8, Zhongyou Jinyintan Petrochemical Production Project, Hongtu Avenue, Jiangjun Road, Dongxihu District, Wuhan City, Hubei Province 430048, China (12) Patentee after: Zhonghu Pump Industry (Hubei) Co.,Ltd. Country or region after: China Address before: 215600 station 0002, 20th floor, building A-1, shazhouhu science and Technology Innovation Park, Huachang Road, yangshe Town, Zhangjiagang City, Suzhou City, Jiangsu Province (cluster registration) Patentee before: Youbiao e-commerce (Suzhou) Co.,Ltd. Country or region before: China |