CN205558422U - Distributing type steel sheet storage reservoir - Google Patents
Distributing type steel sheet storage reservoir Download PDFInfo
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- CN205558422U CN205558422U CN201420332328.9U CN201420332328U CN205558422U CN 205558422 U CN205558422 U CN 205558422U CN 201420332328 U CN201420332328 U CN 201420332328U CN 205558422 U CN205558422 U CN 205558422U
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- water storage
- storage storehouse
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- karst
- steel silo
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- 238000003860 storage Methods 0.000 title claims abstract description 74
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 73
- 239000010959 steel Substances 0.000 title claims abstract description 73
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 127
- 238000005452 bending Methods 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 238000010030 laminating Methods 0.000 claims description 3
- 238000001914 filtration Methods 0.000 claims description 2
- 239000002689 soil Substances 0.000 abstract description 6
- 230000000694 effects Effects 0.000 abstract description 4
- 238000007726 management method Methods 0.000 abstract description 3
- 238000007789 sealing Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 10
- 238000011160 research Methods 0.000 description 9
- 230000008569 process Effects 0.000 description 6
- 230000033228 biological regulation Effects 0.000 description 5
- 238000004162 soil erosion Methods 0.000 description 5
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- 230000007246 mechanism Effects 0.000 description 4
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 3
- 229910052799 carbon Inorganic materials 0.000 description 3
- 238000004177 carbon cycle Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000009826 distribution Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 238000004826 seaming Methods 0.000 description 2
- 239000013049 sediment Substances 0.000 description 2
- 238000012876 topography Methods 0.000 description 2
- 241000238631 Hexapoda Species 0.000 description 1
- 235000019082 Osmanthus Nutrition 0.000 description 1
- 241000333181 Osmanthus Species 0.000 description 1
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- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
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- 230000007423 decrease Effects 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 239000003651 drinking water Substances 0.000 description 1
- 235000020188 drinking water Nutrition 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 230000004907 flux Effects 0.000 description 1
- 239000002316 fumigant Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
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- 238000011835 investigation Methods 0.000 description 1
- 238000012067 mathematical method Methods 0.000 description 1
- 230000035800 maturation Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000002244 precipitate Substances 0.000 description 1
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- 230000001681 protective effect Effects 0.000 description 1
- 230000008844 regulatory mechanism Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000013000 roll bending Methods 0.000 description 1
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- Treatment Of Sludge (AREA)
Abstract
The utility model discloses a distributing type steel sheet storage reservoir, it has a plurality of steel sheets storage reservoir to distribute on the karst massif, and the delivery port of upper steel sheet storage reservoir passes through the water inlet intercommunication of pipeline and lower floor's steel sheet storage reservoir, setting valve on the pipeline, be provided with desilting passageway and sealing door in each steel sheet storage reservoir bottom, be provided with the return flow line with steel sheet storage reservoir intercommunication on the karst massif. The utility model discloses can realize the purpose of karst area layering muddy water collection, silt can be by on the bank protection that tiles once more to arrival keeps the mesh of water and soil non flowing mistake. The water resource is stored, can also jointly manage the optimum management water resource at karst area, solves the hydropenic problem of engineering nature, combines local suitable cultivation and management, and the effect will show very much.
Description
Technical field
The utility model relates to about karst water and soil resources protection technical field, is specifically related to a kind of be distributed several steel silos be built into the water storage storehouse of the combined dispatching water being interconnected according to Karst Mountain Areas landforms situation.
Background technology
Karst (karst) is widely distributed in China, accounts for the last 1/3 of area, and the most exposed type karst outcrop area reaches 910,000 square kilometres, is mainly distributed on the provinces and regions, south eight based on Dian Qian Gui, is China's geographical unit with world-class characteristic.
Karst Area In South China area centered by Guizhou Plateau is that area is maximum, type is the most complicated in the world and distribution most concentrates ecologically fragile areas in flakes, and this area's physical features Xi Gaodong is low, mean sea level about 1100 meters.Area, more than 550,000 square kilometres, lives in concentrated communities 48 nationalitys population more than totally one hundred million, is also Karst Development most typically, the section that the most complicated, landscape types is the abundantest.As a example by Guizhou Province, area 17.6 ten thousand square kilometres, wherein mountain region accounts for 61.7%, and hills accounts for 30.8%, and intermountain embankment accounts for 7.5%, is the national inland Province of mountain region uniquely not having Plain to support.The whole province's karst is widely distributed, it is strong to grow, karst outcrop area 110,000 square kilometres, accounts for the 62% of Guizhou Province's area, is one of most typical area of world's karst features.Special topography and geomorphology, causes stone many soil in Guizhou few, and soil layer is barren, easily weathers, severe water and soil erosion;Meanwhile, this area belongs to middle subtropical zone climatic province, has a moderate climate, rainfall is plentiful, rain hot same season, many sunshines overcast and rainy, few, many average temperatures of the whole year about 15 DEG C, average annual rainfall 1179 millimeters.Being affected by atmospheric circulation and landform etc., weather geographic difference is very big, has the vertical climate characteristic in obvious mountain region, and diastrous weather is more, and the natural calamity such as arid, flood, autumn wind, icepro are frozen, hail takes place frequently.This area is positioned at the Changjiang river and the Zhujiang River two large watershed upstream, is the Changjiang river, the important ecological protective screen of the Zhujiang River.Domestic river is numerous, and water resource is enriched, and Average Annual Runoff 1062 billion cubic meter, per capita water resources quantity 2793 cubic metres, higher than average national level.But water resource spatial and temporal distributions is the most unbalanced, in addition karst features extensive development, height slope, mountain is steep, and breaking topography, water conservation retaining is the most difficult, has water to deposit incessantly, do not use, and engineering water shortage problem is the most prominent.Rocky Desertification Control difficulty is abnormal huge, and ecological environment and vital conjuncture day are aobvious prominent.
Country " 15 ", Eleventh Five-Year Plan and " 12 " plan hammer at " improvement advancing Yunnan, osmanthus, Guizhou Province Karst Desertification ", " carry out southwest stony desertification comprehensive regulation work further " and have gone up the great demand into State-level, governments at all levels and related scientific research mechanism are all in the dynamics constantly strengthening karst comprehensive regulation regulation and control work, therefore, karst structure characteristics of rock mass is carried out from ergonomic point, Evolution and the basic research of Mathematical Method, it is possible not only to disclose the genesis mechanism of karst area catastrophe, and can be the prevention of geological disaster during the stony desertification comprehensive regulation and administer theory support and technical support are provided.
In many research, the basic theory problem of Karst Regions In Southwest China mountain area Rocky desertification process and adaptability restoration of the ecosystem, the Typical Small Watershed of the Karst Regions In Southwest China different ecological ambient zone centered by Guizhou as research object, from research karst mountain area Rocky desertification process mechanism, driving force and change in time and space, with rock-soil-water-biological interaction geochemical process and to the response of stony desertification as core, the soil erosion in emphasis further investigation karst mountain area Rocky desertification process, soil erosion, the Biogeochemistry of ecosystem degradation.Also scholar is had to carry out the karst carbon cycle model and Regulation Mechanism research interacted based on water-rock-soil-gas-life, it is intended to the biogeochemical process of carbon between the vegetation-soil-air-Epi-karst-aquatic ecosystem by research karst, inquire into Watershed Scale with hydrologic cycle for drive each system between carbon converge with Carbon flux change, and climate change and Land_use change are to the driving mechanism of carbon cycle, inherent coupled relation, set up the carbon cycle model of karst.Karst area is studied by these researchs from the angle of macroscopic view and the big system of ecology, achieves useful achievement, but the most to be strengthened and perfect from research and the engineering control method of ergonomic point.
Utility model content
The purpose of this utility model is for current karst landform severe water and soil erosion problem, it is provided that water resource not only can be saved by one, and the method that the sediment resource of rain drop erosion can be saved.Of the present utility model another object is that based on karst rainfall plentiful, the feature that ground mulching is shallow, propose to utilize steel plates of steel structure storehouse as water cell, and these water cell pipelines and water conservancy machinery are connected, form the conception of distributed steel silo reservoir.The wet season unnecessary water yield can effectively be collected by this distributed steel silo reservoir, decreases rainwater and washes away increased surface covering;Meanwhile, the water resource of surplus can be supplementary with other necessary life and agricultural water as effective drinking water source of people in dry season.
Realize the technical scheme that above-mentioned purpose is taked: a kind of distributed steel silo water storage storehouse, multilayer steel plates storage reservoir is distributed along massif difference elevation from top to bottom on karst massif, every layer of steel silo water storage storehouse includes water inlet and the delivery port of downside of upside, between mud storehouse and delivery port in every layer of steel silo water storage storehouse, filter course is set, the delivery port in steel silo water storage storehouse, upper strata is connected with the water inlet in lower floor's steel silo water storage storehouse by pipeline, and pipeline arranges valve;It is provided with desilting passage and hermatic door bottom the mud storehouse in each steel silo water storage storehouse;Arranging terraced fields on the bank protection of karst massif, arrange return flow line inside silt layer terraced fields, terraced fields slope inwardly and make outside height be more than inside height;Each return flow line connects with the water inlet in steel silo water storage storehouse.
Described karst massif utilizes junked tire mesh sheet as the external protection of bank protection, and this junked tire mesh sheet is to utilize steel strand wires that each junked tire is concatenated formation network structure, and to each steel strand wires Shi Hanzhang.
Side or bottom within steel silo water storage storehouse being provided with filter course and forms filter chamber, delivery port is positioned at filter chamber's sidewall.Can also filter indoor location water pump, the delivery port of water pump is connected with the water inlet in steel silo water storage storehouse, upper strata or is connected with return flow line entrance.Described steel silo water storage storehouse is the cylinder by steel plate curling, is bending and laminating structure at adjacent upper lower steel plate abutment joint.
Upper and lower layer water storage storehouse is single line connectivity structure, or is mutually to form netted connectivity structure.
The beneficial effects of the utility model: 1, the utility model provides a kind of method solving karst muddy water losing issue, the purpose that karst layering muddy water is collected can be realized, utilize water storage storehouse to muddy water precipitate and separate, retaining can be transferred in neighbouring water storage storehouse by pipeline, silt can be tiled on bank protection again, thus arrives the purpose not run off that conserves water and soil.Owing to water resource is stored, it is also possible to carry out combined dispatching optimum management water resource in karst, the problem solving engineering water shortage, in conjunction with local suitably Cultivate administration, effect is by highly significant.
2, the utility model utilizes steel silo water storage storehouse, has air-tightness good, widely applicable advantage.This by the seaming of special equipment bending and molding, sealing property is particularly good, can store granular, powdery, aqueous material, can meet the technological requirements such as fumigant insect killing simultaneously, has obtained the application of maturation in fields such as building materials, grain, sewage disposals.Short construction period investment instant effect.Site operation, Cang Ding ground are installed, and investment takes effect rapidly, goes into operation soon.Floor space is few, from heavy and light.The height of silo, diameter arbitrarily can select in tremendous range, little to 50 centimetres of steel silo spacing, can make full use of space.
3, the deadweight of spiral curl steel plate storehouse is only the 1/6 of co-content concrete storehouse, suitable with the reinforcing bar weight in co-content concrete storehouse, can be substantially reduced foundation structure load and cost of opening a position.Intensity is high, the life-span is long.The continuous helical undercut of steel silo is five times in mother metal thickness, has been greatly reinforced the load resistant power of warehouse, has extended the service life of steel silo reliablely.Warehouse material can be selected optimal sheet material proportioning according to storage material to the anticorrosive and requirement of grinding intensity, reach 20~35 years service life.
Accompanying drawing explanation
Fig. 1 is a kind of schematic diagram of the utility model performance;
Fig. 2 is one of structural representation in water storage storehouse in Fig. 1;
Fig. 3 is in Fig. 1 the two of the structural representation in water storage storehouse;
Fig. 4 is a kind of version of bank protection;
Fig. 5 is the junked tire mesh sheet structural representation that in Fig. 4, bank protection uses;
Fig. 6 is the another kind of schematic diagram of the utility model performance;
Fig. 7 is the rolled state schematic diagram in steel silo water storage storehouse;
Fig. 8 is the perspective view in steel silo water storage storehouse.
In figure, label 1 is the massif of karst, and 2 is water storage storehouse, and 21 is hermatic door, and 22 is water inlet, and 23 is delivery port, 24 is filter course, and 25 is water pump, and 26 is pump outlet, and 27 is ground, and 3 is pipeline, 4 is junked tire, and 5 is silt layer terraced fields, and 6 is steel strand wires, and 7 is return flow line.
Detailed description of the invention
A kind of distributed steel silo water storage storehouse, such as Fig. 1 or Fig. 6, multiple steel silo water storage storehouse is distributed on the massif 1 of karst, every layer of steel plate 2 reservoir of storing in a warehouse includes water inlet 22 and delivery port 23, the delivery port in steel silo water storage storehouse, upper strata is connected with the water inlet in lower floor's steel silo water storage storehouse by pipeline 3, and pipeline 3 arranges valve;Each steel silo water storage bottom of the reservior portion is provided with desilting passage and hermatic door 21;The massif 1 of karst is provided with the return flow line connected with steel silo water storage storehouse.For preventing silt to be discharged, the side or bottom within steel silo water storage storehouse being provided with filter course 24 and forms filter chamber, delivery port 23 is positioned at filter chamber's sidewall.Filtering indoor location water pump 25, the delivery port 26 of water 25 pump connects with the water inlet in steel silo water storage storehouse, upper strata and is used for realizing upper and lower water resource regulation, and water pump 25 can also be as the power of plantation water.
For reaching rapid construction purpose, steel silo water storage storehouse uses the rolled fashion shown in Fig. 7, is gradually crimped by steel plate and forms, and uses the mode of bending and laminating at the adjacent upper lower steel plate abutment joint of curly course.Steel silo water storage storehouse perspective view sees Fig. 8.Spiral bending process citing: after equipment Site for Unit is in place, roll bending wide for 495mm is sent into forming machine by uncoiler and is rolled into required geometry, it is incorporated to bender bending, seaming, outside bulkhead, form that 30mm~40mm is wide, the screwed holding convex row band of five times of mother metal thickness, utilize the steel silo that bearing support will be gradually completing, fall into storehouses after automatic lifting to desired height.Steel silo professional equipment unit has: uncoiler, forming machine, bar folder, H load-bearing pillar, connection framework, horizontal trimming machine, high frequency stud welding machine etc..
Utilize described steel silo water storage storehouse as karst water and soil resources keeping method, the massif 1 of karst is distributed several water storage storehouses 2, depending on the quantity in water storage storehouse 2 is according to massif elevation and gradient situation.It is interconnected between adjacent upper and lower layer water storage storehouse 2, depending on mode of communicating is according to practical situation, such as, can see Fig. 1, it is also possible to take upper and lower layer water storage storehouse mutually to form netted connectivity structure, see Fig. 6 in the way of taking the single line connection of upper and lower layer water storage storehouse.
Being provided with the return flow line 7 for collecting muddy water on bank protection, muddy water converges in neighbouring water storage storehouse 2 along return flow line 7, thus is not directly washed under bank protection.The purpose arranging water storage storehouse 2 can reclaim muddy water exactly, reuses.
In water storage storehouse 2, sediment deposition is in bottom, and retaining is positioned at top.Desilting facility periodically desilting are set in water storage storehouse 2, when shoal materials reaches to clear up and requires, the retaining on top, water storage storehouse are entered in lower floor's water storage storehouse, the silt bottom water storage storehouse 2 is transported and is used for outside water storage storehouse bank protection is reinforced.In order to reach the purpose that the water resource in upper and lower layer water storage storehouse 2 mutually regulates, it is also possible to arrange the water pump 25 making lower floor's water storage storehouse be back to water storage storehouse, upper strata.
Protection to bank protection can utilize junked tire mesh sheet as the external protection of bank protection, and this junked tire mesh sheet is to utilize steel strand wires 6 that each junked tire 4 is concatenated formation network structure, and to each steel strand wires 6 Shi Hanzhang.
Can arrange terraced fields on bank protection, the silt gone out by desilting covers and forms silt layer terraced fields 5 on terraced fields, arranges return flow line 7 inside silt layer terraced fields 5.In order to improve silt reflowing result, silt layer terraced fields 5 should slope inwardly, i.e. silt layer terraced fields 5 outside height is more than inside height, and silt layer terraced fields 5 upper surface is less than 30 degree with horizontal plane angle more than zero degree.
Water resource temporary in upper and lower layer water storage storehouse 2 can also meet each layer terrace cropping water, when running into arid season, can meet plantation water in water resource in water storage storehouse 2 is entered silt layer terraced fields 5 by water pump.Be possible not only to solve the problem that karst soil erosion is serious, it is also possible to solve karst for want of water resource and be unfavorable for plantation problem.
Claims (5)
1. a distributed steel silo water storage storehouse, it is characterized in that: on karst massif, multilayer steel plates storage reservoir is distributed along massif difference elevation from top to bottom, every layer of steel silo water storage storehouse includes water inlet and the delivery port of downside of upside, between mud storehouse and delivery port in every layer of steel silo water storage storehouse, filter course is set, the delivery port in steel silo water storage storehouse, upper strata is connected with the water inlet in lower floor's steel silo water storage storehouse by pipeline, and pipeline arranges valve;It is provided with desilting passage and hermatic door bottom the mud storehouse in each steel silo water storage storehouse;Karst massif is provided with plash or ponding canal, plash or ponding canal connected with steel silo water storage storehouse by return flow line.
Distributed steel silo water storage storehouse the most according to claim 1, is characterized in that: the side or bottom within steel silo water storage storehouse being provided with filter course and forms filter chamber, delivery port is positioned at filter chamber's sidewall;Filtering indoor location water pump, the delivery port of water pump is connected with the water inlet in steel silo water storage storehouse, upper strata or is connected with return flow line entrance.
Distributed steel silo water storage storehouse the most according to claim 1; it is characterized in that: described karst massif utilizes junked tire mesh sheet as the external protection of bank protection; this junked tire mesh sheet is to utilize steel strand wires that each junked tire is concatenated formation network structure, and to each steel strand wires Shi Hanzhang.
Distributed steel silo water storage storehouse the most according to claim 1, is characterized in that: described steel silo water storage storehouse is the cylinder by steel plate curling, is bending and laminating structure at adjacent upper lower steel plate abutment joint.
Distributed steel silo water storage storehouse the most according to claim 1, is characterized in that: upper and lower layer water storage storehouse is single line connectivity structure, or is mutually to form netted connectivity structure.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
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CN2013202818576 | 2013-06-22 | ||
CN201320281857 | 2013-06-22 |
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CN205558422U true CN205558422U (en) | 2016-09-07 |
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CN201420332328.9U Expired - Lifetime CN205558422U (en) | 2013-06-22 | 2014-06-21 | Distributing type steel sheet storage reservoir |
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2014
- 2014-06-21 CN CN201420332328.9U patent/CN205558422U/en not_active Expired - Lifetime
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Granted publication date: 20160907 |