CN206233171U - Multi-layer Minitype manual discharges water culvert - Google Patents
Multi-layer Minitype manual discharges water culvert Download PDFInfo
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- CN206233171U CN206233171U CN201621130337.5U CN201621130337U CN206233171U CN 206233171 U CN206233171 U CN 206233171U CN 201621130337 U CN201621130337 U CN 201621130337U CN 206233171 U CN206233171 U CN 206233171U
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Abstract
The utility model discloses multi-layer Minitype manual and discharges water culvert, including：A, one group of culvert monomer that discharges water for building the side that met water in check dam by laying bricks or stones, L-type water pipe is embedded with the culvert monomer that discharges water；Each culvert monomer that discharges water misplaces and builds by laying bricks or stones from the bottom to top according to the check dam gradient, and each discharges water and contains the water inlet of monomer and be additionally provided with block, delivery port towards check dam；B, the header tank being embedded in check dam dam body, the side of header tank are distributed with one group of through hole from the bottom to top, and through hole corresponds to form cooperation with the apopore of the culvert monomer that discharges water；C, drainpipe, one end of drainpipe are connected with header tank bottom, and the other end stretches out check dam land side；Storehouse pool water level discharges water higher than certain layer and opens the block of this layer when containing monomer and carry out draining；Need to soar storage capacity when, can open the multilayer below water level manually discharge water culvert monomer water inlet block, accelerate sluice；When needing control storehouse pool water level to be maintained at a certain layer, all water inlet blocks that will be above this layer are opened, you can play overflow dam effect.
Description
Technical field
The utility model is related to water conservancy equipment technical field, and specifically multi-layer Minitype manual discharges water culvert.
Background technology
Our province Huaihe River areas to the south especially Yangze river and Huai river watershed area is dispersed with numerous, and storage capacity is at tens of thousands of to millions of cubes
Rice, height of dam is in the small-sized main pool storehouse for picking up below rice, and these medium and small reservoirs are the important iirigation water sources of local agricultural production, right
Local higher yield of crops stable yields serves important supporting role with increasing peasant income.
But these storehouse pool point volumes are big, and wilderness field is distributed in mostly, design and the maintenance management of the culverts and water gates that discharges water are normal
Normal headachy something, if using overflow dam pattern, it is anhydrous when easily causing low water to put, and flood season causes greatly
The rain flood of amount is lost in vain；If using conventional culverts and water gates pattern, needing supporting headstock gear and gate and dynamical system, often
Year be required for it is daily manage and protect with maintenance, not in place due to managing and protecting, when often needing to discharge water, gate is not opened；Therefore much
The small-sized storehouse pool in side is all by the way of earth dam trench digging, although saves and manages and protects spending, but brings potential safety hazard to storehouse dam.
Utility model content
The purpose of this utility model is to provide multi-layer Minitype manual to discharge water culverts, and the culvert that discharges water daily need not be managed and protected, root
According to storehouse pool water level, freely discharged water by urban water demand, it is simple structure, easy to operate.
The utility model solves the technical scheme that its technical problem used：
Multi-layer Minitype manual discharges water culvert, including：
A, one group of culvert monomer that discharges water for building the side that met water in check dam by laying bricks or stones, each culvert monomer that discharges water are cube, and discharge water culvert
L-type water pipe is embedded with monomer；The water inlet of L-type water pipe is located to discharge water contains the top surface of monomer, and the delivery port of L-type water pipe is located to be put
Water contains the side of monomer；Each culvert monomer that discharges water misplaces and builds by laying bricks or stones from the bottom to top according to the check dam gradient, and each discharges water and contains monomer
Water inlet is additionally provided with block, delivery port towards inside check dam dam body；
B, the header tank being embedded in check dam dam body, the side of header tank are distributed with one group of through hole from the bottom to top, described
Through hole corresponds to form cooperation with the apopore of the culvert monomer that discharges water；
C, drainpipe, one end of drainpipe are connected with header tank bottom, and the other end stretches out check dam land side, drainpipe
Caliber be more than discharge water contain monomer in L-type water pipe caliber.
The beneficial effects of the utility model are, when storehouse pool water level discharges water culvert monomer higher than certain layer, can to open this layer
Block, water enters header tank by L-type water pipe, then carries out being emitted into irrigation canal or gutter, discharges water and finishes bonnet upper cap i.e.
Can；When need to soar storage capacity when, can open the multilayer below water level manually discharge water culvert monomer water inlet block, accelerate sluice；
When needing control storehouse pool water level to be maintained at a certain layer, all water inlet blocks that will be above this layer are opened, you can play boiling water
Dam is acted on.
Brief description of the drawings
The utility model is further illustrated with reference to the accompanying drawings and examples：
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the enlarged diagram for discharging water in the utility model and containing monomer.
Specific embodiment
With reference to shown in Fig. 1 and Fig. 2, the utility model provides multi-layer Minitype manual and discharges water culvert, including：
A, one group build by laying bricks or stones check dam 1 meet water side discharge water culvert monomer 2, each discharge water culvert monomer 2 be cube, discharge water
Contain in monomer 2 and be embedded with L-type water pipe 2a；The water inlet of L-type water pipe 2a is located to discharge water contains the top surface of monomer 2, and L-type water pipe 2a's goes out
The mouth of a river is located to discharge water contains the side of monomer 2；Each culvert monomer that discharges water misplaces and builds by laying bricks or stones from the bottom to top according to the gradient of check dam 1, is formed
The culvert that discharges water of multilayer, every layer discharge water contain monomer water inlet be exposed independent from, each discharge water contain monomer 2 water inlet be additionally provided with block 3,
Delivery port is towards inside check dam dam body；
B, the header tank 4 being embedded in the dam body of check dam 1, the side of header tank 4 are distributed with one group of through hole 4a from the bottom to top,
The through hole 4a and each layer discharge water and contain the apopore of monomer 2 and correspond to form cooperation；
C, drainpipe 5, one end of drainpipe 5 are connected with the bottom of header tank 4, and the other end stretches out the land side of check dam 1, row
The caliber of water pipe 5 is more than to discharge water contains the caliber of L-type water pipe 2a in monomer 2.
When storehouse pool water level discharges water culvert monomer higher than certain layer, the block of this layer can be opened, water enters collection by L-type water pipe
Water tank, then irrigation canal or gutter are emitted into by drainpipe 5, discharge water and finish bonnet upper cap；When need to soar storage capacity when,
The multilayer below water level can be opened and manually discharged water and contain monomer water inlet block, accelerate to sluice；Protected when control storehouse pool water level is needed
Hold in a certain layer, all water inlet blocks that will be above this layer are opened, you can play overflow dam effect.
The utility model is managed and protected without daily, and one can operate, and the culvert monomer that discharges water can enter according to waterdrainage amount size
Row batch is prefabricated, can be integrally formed with small-sized main storehouse pool earth dam, and starts different levels water inlet according to storehouse pool water level height
Discharged water, while overflow dam can also be played a part of.
The above, is only preferred embodiment of the present utility model, not makees any formal to the utility model
Limitation；Any those of ordinary skill in the art, it is all available in the case where technical solutions of the utility model ambit is not departed from
The methods and techniques content of the disclosure above makes many possible variations and modification to technical solutions of the utility model, or is revised as
The Equivalent embodiments of equivalent variations.Therefore, every content without departing from technical solutions of the utility model, according to of the present utility model
Technical spirit still falls within this practicality to any simple modification made for any of the above embodiments, equivalent, equivalence changes and modification
In the range of the protection of new technique scheme.
Claims (1)
1. multi-layer Minitype manual discharges water culvert, it is characterised in that including：
A, one group of culvert monomer that discharges water for building the side that met water in check dam by laying bricks or stones, each culvert monomer that discharges water are cube, and discharge water culvert monomer
Inside it is embedded with L-type water pipe；The water inlet of L-type water pipe is located to discharge water contains the top surface of monomer, and the delivery port of L-type water pipe is located at the culvert that discharges water
The side of monomer；Each culvert monomer that discharges water misplaces and builds by laying bricks or stones from the bottom to top according to the check dam gradient, each discharge water contain monomer enter water
Mouth is additionally provided with block, delivery port towards inside check dam dam body；
B, the header tank being embedded in check dam dam body, the side of header tank are distributed with one group of through hole, the through hole from the bottom to top
Apopore with the culvert monomer that discharges water corresponds to form cooperation；
C, drainpipe, one end of drainpipe are connected with header tank bottom, and the other end stretches out check dam land side, the pipe of drainpipe
Footpath is more than to discharge water contains the caliber of L-type water pipe in monomer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621130337.5U CN206233171U (en) | 2016-10-18 | 2016-10-18 | Multi-layer Minitype manual discharges water culvert |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621130337.5U CN206233171U (en) | 2016-10-18 | 2016-10-18 | Multi-layer Minitype manual discharges water culvert |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206233171U true CN206233171U (en) | 2017-06-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621130337.5U Active CN206233171U (en) | 2016-10-18 | 2016-10-18 | Multi-layer Minitype manual discharges water culvert |
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| Country | Link |
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| CN (1) | CN206233171U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107524119A (en) * | 2017-09-13 | 2017-12-29 | 安徽金贺财建筑工程有限公司 | A kind of scenic spot overfall dam for being used to remove suspension |
-
2016
- 2016-10-18 CN CN201621130337.5U patent/CN206233171U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107524119A (en) * | 2017-09-13 | 2017-12-29 | 安徽金贺财建筑工程有限公司 | A kind of scenic spot overfall dam for being used to remove suspension |
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