CN104234011B - A kind of reservoir device - Google Patents
A kind of reservoir device Download PDFInfo
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- CN104234011B CN104234011B CN201410418114.8A CN201410418114A CN104234011B CN 104234011 B CN104234011 B CN 104234011B CN 201410418114 A CN201410418114 A CN 201410418114A CN 104234011 B CN104234011 B CN 104234011B
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- tank body
- support portion
- retaining
- retaining tank
- reservoir device
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 48
- 230000007423 decrease Effects 0.000 claims abstract description 5
- 238000010276 construction Methods 0.000 description 5
- 238000002347 injection Methods 0.000 description 3
- 239000007924 injection Substances 0.000 description 3
- 230000002459 sustained effect Effects 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 1
- 210000000476 body water Anatomy 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
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Abstract
The present invention relates to a kind of reservoir device.Its objective is that a kind of dam body thickness increases in order to provide, structure is more stable firmly, dam body itself has water-holding capacity, water retention capacity obviously increases, and not need to dam, move when building, excavated volume is minimum, the reservoir device can built with physical features.Reservoir device of the present invention comprises dam body, described dam body comprises some layers of retaining unit from inside to outside, every layer of described retaining unit stands upright on ground hollow retaining tank body by several and surrounds, by the first wall connecting between described retaining tank body, by the second wall connecting between the described retaining tank body of adjacent layer, described dam body forms honeycomb structure, be separated out several water storage spaces by the first body of wall, the second body of wall between adjacent two layers retaining tank body, the height of described each layer retaining unit from inside to outside successively decreases.
Description
Technical field
The present invention relates to hydraulic engineering technical field, particularly relate to a kind of reservoir device.
Background technology
Traditional reservoir construction, addressing requires strict, and should there be enough water storage spaces in residing geographical position, have the river of approach or the water source of abundance again, often due to change that is geographical and weather, some reservoirs are anhydrous to be stored, also have some reservoirs because of dam body thickness low LCL, often break down risk.Therefore, how according to actual needs random access discrete address builds reservoir, and make dam body firmly, safety, be problem demanding prompt solution in hydraulic engineering construction.
Summary of the invention
The technical problem to be solved in the present invention is to provide that a kind of dam body thickness increases, structure is more stable firmly, dam body itself has water-holding capacity, water retention capacity obviously increases, and do not need to dam, move when building, excavated volume is minimum, the reservoir device can built with physical features.
Reservoir device of the present invention, comprise dam body, described dam body comprises some layers of retaining unit from inside to outside, every layer of described retaining unit stands upright on ground hollow retaining tank body by several and surrounds, by the first wall connecting between described retaining tank body, by the second wall connecting between the described retaining tank body of adjacent layer, described dam body forms honeycomb structure, be separated out several water storage spaces by the first body of wall, the second body of wall between adjacent two layers retaining tank body, the height of described each layer retaining unit from inside to outside successively decreases.
Reservoir device difference from prior art of the present invention is that reservoir device of the present invention adopts the multilayer retaining unit of ladder type arrangement to form the dam body of honeycomb, and integral dam thickness is increased, and structure is more firmly stable, and water retention capacity obviously increases.And the construction of this reservoir does not need to dam, move, excavated volume is minimum, can extend the shape of arbitrarily conversion retaining unit and retaining tank body, for the construction of reservoir provides a great convenience with physical features.In addition, the input of this reservoir is easy to control, and investment is easy to regain, and is particularly suitable for employment, pioneering mode, also for solid foundation has been laid in sustainable development.
As further improvement, in reservoir device of the present invention, between adjacent two described retaining tank bodies of highest point, be provided with the 3rd pipeline.Like this, when after a certain retaining tank body retaining being positioned at highest point, be transported in other retaining tank bodies by water by the 3rd pipeline, avoiding is these retaining tank body water fillings of highest point one by one, greatly increases water-injection efficiency.
As further improving, in reservoir device of the present invention, except the described water tank of lowermost layer is external, the top of the described retaining tank body of all the other each layers all offers spout hole.The retaining tank body of eminence fills rear continuation water filling, and water can flow in the retaining tank body of lower by spout hole, so just need not successively water filling.
As further improving again, in reservoir device of the present invention, highly identical described second body of wall offers via hole, the first hydraulic control valve is provided with in described via hole, described first hydraulic control valve comprises the left support portion be mutually stitched together, right support portion, described left support portion, after the splicing of right support portion, middle part forms a cavity, described left support portion, the two ends in right support portion are respectively equipped with inlet port, spheroid is placed with in described cavity, the external diameter of described spheroid is greater than the bore of described inlet port, described left support portion, right support portion screw thread is fixed on the both sides of described via hole.Arranging via hole can facilitate water to flow between the second body of wall of sustained height, facilitates retaining, arranges hydraulic control valve in the vias, block via hole by spheroid, prevents a certain tank body from leaking and causes whole retaining unit to leak.
Preferably, above described dam body, be provided with siphon piping, in the retaining unit that described siphon piping stretches into highest point simultaneously and the highest retaining tank body, the water sources such as the flood of upstream are sucked in reservoir, and these water sources be used for water periphery soil.
Preferably, be provided with drainage pipe bottom described dam body, described drainage pipe is provided with electric control valve, described electric control valve is positioned at outside described dam body.Electric control valve is arranged on outside dam body, people need not in water operated valve, thus facilitate operation widely.
Below in conjunction with accompanying drawing, reservoir device of the present invention is described further.
Accompanying drawing explanation
Fig. 1 be reservoir device of the present invention overlook partial view;
Fig. 2 is that in reservoir device of the present invention, master looks partial sectional view;
Fig. 3 is the partial enlarged drawing at A place in Fig. 1.
Detailed description of the invention
As shown in Figure 1 and Figure 2, reservoir device of the present invention, comprise dam body 100, dam body 100 comprises some layers of retaining unit 1 from inside to outside, and every layer of retaining unit 1 comprises the retaining tank body 3 of several hollows, and retaining tank body 3 is cylindric, retaining tank body 3 is uprightly arranged on the ground, surround one deck retaining unit 1 after being connected by the first body of wall 2 between retaining tank body 3, connected by the second body of wall 4 between the retaining tank body 3 of adjacent two layers, dam body 100 forms honeycomb structure.Like this, can retaining in retaining tank body 3, be also separated out several water storage spaces 5 by the first body of wall 2, second body of wall 4 between adjacent two layers retaining tank body 3.All can retaining in retaining tank body 3 and water storage space 5, each retaining tank body 3 or water storage space 5 can contract cultivation, thus very easily regain reservoir construction investment.The height of each layer retaining unit 1 from inside to outside successively decreases, stepped, and the aperture area of each layer retaining unit 1 from inside to outside increases progressively.Such retaining unit 1 orderly formation dam body 100 straggly, the retaining unit 1 being positioned at center is highly the highest, and aperture area is minimum, and form master library district, be positioned at outermost retaining unit 1 highly minimum, aperture area is maximum.Wherein, the 3rd pipeline 8 is also provided with between adjacent two retaining tank bodies 3 in the retaining unit 1 that the height at center is the highest, be convenient to water circulate between the retaining tank body 3 that this is adjacent, like this, as long as to the water filling of a retaining tank body 3, water just can be flowed in adjacent retaining tank body 3 by the 3rd pipeline 8, until fill water by the retaining unit 1 of highest point, thus greatly facilitates water injection work.In addition, except the retaining tank body 3 of lowermost layer, the top of the retaining tank body 3 of all the other each layers all offers spout hole 31, is convenient to water and flows into the retaining unit 1 being positioned at lower floor from spout hole 31, facilitate water injection work, do not need successively water filling.
Again as shown in Figure 1, Figure 3, can circulate between the second highly identical body of wall 4 for making water, second body of wall 4 offers via hole 6, the water flowed down by eminence can be circulated between the second body of wall 4 by via hole 6, be full of the second body of wall 4, first body of wall 1 one by one, water storage space 5 that retaining tank body 3 surrounds, and need not be water storage space 5 water filling one by one.The first hydraulic control valve 7 is provided with in via hole 6, first hydraulic control valve 7 comprises the left support portion 71 be mutually stitched together, right support portion 72, left support portion 71, right support portion 72 respective some be positioned at via hole 6, left support portion 71, right support portion 72 splices rear middle part and forms a cavity 73, spheroid 74 is provided with in cavity 73, the external diameter of spheroid 74 is less than the maximum inner diameter of cavity 73, the left support portion 71 be stitched together, the two ends in right support portion 72 lay respectively at outside via hole 6, this termination, two ends is respectively equipped with inlet port, the external diameter of spheroid 74 is greater than the bore of inlet port, left support portion 71, the part that right support portion 72 is positioned at outside via hole 6 is provided with external screw thread, left support portion 71, right support portion 72 is fixed on the both sides of via hole 6 respectively by nut 75.
When installing above-mentioned first hydraulic control valve 7, first inserted in via hole by spheroid 74, then be stitched together in left support portion 71, right support portion 72 respectively, after splicing, spheroid 74 is located in cavity 73, and then with nut 75 by fastening to left support portion 71, right support portion 72.Generally, when some water storage spaces 5 leak not serious, and water-head between the water storage space 5 of other sustained heights is little, and hydraulic pressure is little, and spheroid 74 sinks to bottom cavity 73 due to himself gravity, does not affect water and flows through from via hole 6.When leaking serious, water-head sharply increases, hydraulic pressure also sharply increases, spheroid 74 is pushed in cavity 73 mobile, when spheroid 74 moves to the inlet port place in left support portion 71, (the present embodiment only illustrates to move to place of left support portion, according to the difference in flow action direction, also may be shift to place of right support portion, the action principle of two kinds of move modes is identical), external diameter due to spheroid 74 is greater than the bore of inlet port, inlet port blocks by spheroid 74, namely block via hole 6 simultaneously, anti-sealing continues to flow out, water surface elevation in the water storage space 5 of sustained height is consistent, the water that timely shutoff via hole 6 also efficiently avoid whole reservoir is simultaneously missed from the retaining tank body 3 leaked or water storage space 5.
As shown in Figure 2, for convenience of water intaking, above dam body 100, be provided with siphon piping 11, in the retaining unit 1 that siphon piping 11 can stretch into highest point simultaneously and the highest retaining tank body 3.Certainly, also can with water pumper by the rainwater of periphery or flood suction reservoir.For convenience of draining, and avoid controlling draining under water, drainage pipe 12 is provided with, like this, even if reservoir middle water level is lower bottom dam body 100, water also can drain, improve the utilization rate of retaining, drainage pipe 12 is provided with electric control valve 121, electric control valve 121 is positioned at outside dam body 100, people can operate outward electric control valve 121 at the water surface, so that draining as required.
Be cylindrical being described for the shape of retaining tank body 3 in the present embodiment, but detailed description of the invention is not limited thereto, retaining tank body 3 can also be designed to square, irregular shape or other shapes according to physical features, with satisfied different demand, meanwhile, retaining unit 1 also can crowd around into various shape by retaining tank body 3 with the first body of wall 2, to adapt to different terrains, and the number of plies of retaining unit 1 is also not limited to 3 layers in the present embodiment, can increase and decrease the number of plies as required, differ a citing herein.
To sum up, reservoir device of the present invention adopts can the ladder type honeycomb structure dam body of retaining, and stability is good, safe and reliable, can play arbitrarily its shape according to physical features, and the reservoir water yield is sufficient, fetches water, discharge water easily.In addition, some tank bodies are higher than ground, make the sewage of periphery be not easy to flow into, effectively reduce the loss of polluting and causing.Therefore, this reservoir device is easy to employment, starts an undertaking, and particularly build in desert area, desertificated area, Loess Plateau, can increase water source Wetland Area, can expand cultivation again, preserve the ecological environment, be achieve many things at one stroke.
Above embodiment is only be described the preferred embodiment of the present invention; not scope of the present invention is limited; under not departing from the present invention and designing the prerequisite of spirit; the various distortion that those of ordinary skill in the art make technical scheme of the present invention and improvement, all should fall in protection domain that claims of the present invention determines.
Claims (6)
1. a reservoir device, it is characterized in that: comprise dam body (100), described dam body (100) comprises some layers of retaining unit (1) from inside to outside, every layer of described retaining unit (1) stands upright on ground hollow retaining tank body (3) by several and surrounds, connected by the first body of wall (2) between described retaining tank body (3), connected by the second body of wall (4) between the described retaining tank body (3) of adjacent layer, described dam body (100) forms honeycomb structure, by the first body of wall (2) between adjacent two layers retaining tank body (3), second body of wall (4) is separated out several water storage spaces (5), the height of described each layer retaining unit (1) from inside to outside successively decreases.
2. reservoir device according to claim 1, is characterized in that: be provided with the 3rd pipeline (8) between adjacent two the described retaining tank bodies (3) being positioned at highest point.
3. reservoir device according to claim 2, is characterized in that: except the described retaining tank body (3) of lowermost layer, and the top of the described retaining tank body (3) of all the other each layers all offers spout hole (31).
4. reservoir device according to claim 3, it is characterized in that: highly identical described second body of wall (4) offers via hole (6), the first hydraulic control valve (7) is provided with in described via hole (6), described first hydraulic control valve (7) comprises the left support portion (71) be mutually stitched together, right support portion (72), described left support portion (71), after right support portion (72) splicing, middle part forms a cavity (73), described left support portion (71), the two ends in right support portion (72) are respectively equipped with inlet port, spheroid (74) is placed with in described cavity (73), the external diameter of described spheroid (74) is greater than the bore of described inlet port, described left support portion (71), right support portion (72) screw thread is fixed on the both sides of described via hole (6).
5. reservoir device according to claim 4, it is characterized in that: described dam body (100) top is provided with siphon piping (11), in the described retaining unit (1) that described siphon piping (11) stretches into highest point simultaneously and in the described retaining tank body (3) of highest point.
6. reservoir device according to claim 5, it is characterized in that: described dam body (100) bottom is provided with drainage pipe (12), described drainage pipe (12) is provided with electric control valve (121), described electric control valve (121) is positioned at described dam body (100) outward.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410418114.8A CN104234011B (en) | 2014-08-22 | 2014-08-22 | A kind of reservoir device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410418114.8A CN104234011B (en) | 2014-08-22 | 2014-08-22 | A kind of reservoir device |
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| Publication Number | Publication Date |
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| CN104234011A CN104234011A (en) | 2014-12-24 |
| CN104234011B true CN104234011B (en) | 2016-02-17 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201410418114.8A Active CN104234011B (en) | 2014-08-22 | 2014-08-22 | A kind of reservoir device |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101161945A (en) * | 2006-10-09 | 2008-04-16 | 宛兴田 | Water storage dam |
| CN201058987Y (en) * | 2006-11-16 | 2008-05-14 | 周学军 | Low-water-noise low-lipper dam apparatus |
| CN102251502A (en) * | 2011-04-29 | 2011-11-23 | 华北水利水电学院 | Water storage tank type steel structural dam |
| KR101281990B1 (en) * | 2010-10-12 | 2013-07-03 | 한국건설기술연구원 | Maintenance structure for dam and reservoir strucrute using the same |
| CN103774612A (en) * | 2014-03-04 | 2014-05-07 | 矫明义 | Flood-fighting rescue device |
-
2014
- 2014-08-22 CN CN201410418114.8A patent/CN104234011B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101161945A (en) * | 2006-10-09 | 2008-04-16 | 宛兴田 | Water storage dam |
| CN201058987Y (en) * | 2006-11-16 | 2008-05-14 | 周学军 | Low-water-noise low-lipper dam apparatus |
| KR101281990B1 (en) * | 2010-10-12 | 2013-07-03 | 한국건설기술연구원 | Maintenance structure for dam and reservoir strucrute using the same |
| CN102251502A (en) * | 2011-04-29 | 2011-11-23 | 华北水利水电学院 | Water storage tank type steel structural dam |
| CN103774612A (en) * | 2014-03-04 | 2014-05-07 | 矫明义 | Flood-fighting rescue device |
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| Publication number | Publication date |
|---|---|
| CN104234011A (en) | 2014-12-24 |
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Inventor after: Wang Yonghui Inventor before: Hu Wei |
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| CB03 | Change of inventor or designer information | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20171215 Address after: 241300, A building, building 2018, competition Incubation Park, Nanling Economic Development Zone, Wuhu, Anhui Patentee after: Nanling Wangke Intellectual Property Management Co., Ltd. Address before: 241000 Jinghu District, Anhui, Mount Huangshan East Road, Yang Zi District, room 60, building 201, room Patentee before: Hu Wei |
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| TR01 | Transfer of patent right |