CN204051097U - A kind of groove dam formula riffler and adopt husky system - Google Patents
A kind of groove dam formula riffler and adopt husky system Download PDFInfo
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- CN204051097U CN204051097U CN201420547404.8U CN201420547404U CN204051097U CN 204051097 U CN204051097 U CN 204051097U CN 201420547404 U CN201420547404 U CN 201420547404U CN 204051097 U CN204051097 U CN 204051097U
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- riffler
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Abstract
The utility model relates to adopts husky technical field, particularly relates to a kind of groove dam formula riffler and adopts husky system.This groove dam formula riffler, comprising: riffler main body; The bottom of riffler main body is positioned at riverbed; The length direction of riffler main body is vertical with water (flow) direction, and the bottom of riffler main body is tilted to opposite side by side; The side that riffler subject depth is large is provided with takes out Sha Chi, takes out Sha Chi and is communicated with riffler body interior; The sidewall of riffler main body is in turn connected to form by the first trapezoidal sidewall, the first rectangular side walls, the second trapezoidal sidewall and the second rectangular side walls.The groove dam formula riffler that the utility model provides and adopt husky system because riffler and the position of taking out Sha Chi are fixed, makes to adopt husky job position and fixes, and still can carry out adopting husky operation between flood season, flood peak period, adopt husky operation by the restriction of time.The utility model embodiment does not damage river shoal, riverbed, river course original appearance, not polluted river channel water body, does not affect river natural environment.
Description
Technical field
The utility model relates to adopts husky technical field, in particular to a kind of groove dam formula riffler and adopt husky system.
Background technology
In order to obtain construction material river sand, needing from the river shoal of rivers, riverbed, bank adopt sand.
Current method for determining sand of adopting is generally to use sand winning machine tool (as dredger, sand pump and digging machine etc.) or manually take upstream river from river shoal, riverbed or bank and brings and be deposited on the grains of sand on riverbed or bank.
Existingly adopt the sand that sand that method for determining sand gathers is natural sediment on rivers, adopt husky position and do not fix, change with the change of drift sand deposition position.And existingly adopt method for determining sand, cannot carry out adopting husky operation between sedimentary loading maximum flood season, flood peak period, adopt sand and be subject to time restriction.
Existing method for determining sand of adopting easily damages and changes riverbed, river course, riverbank original appearance, polluted-water, infringement river channel natural environment.
Utility model content
The purpose of this utility model is provide a kind of groove dam formula riffler and adopt husky system, to solve the above problems.
Embodiments provides a kind of groove dam formula riffler of the present utility model, comprising: riffler main body; The bottom of described riffler main body is positioned at riverbed; The length direction of described riffler main body is vertical with water (flow) direction, and the bottom of described riffler main body is tilted to opposite side by side; The side that described riffler subject depth is large is provided with takes out Sha Chi, described in take out described in Sha Chiyu riffler body interior and be communicated with; The sidewall of described riffler main body is in turn connected to form by the first trapezoidal sidewall, the first rectangular side walls, the second trapezoidal sidewall and the second rectangular side walls; Described first trapezoidal sidewall is identical with the shape of described second trapezoidal sidewall, and be arranged in parallel and vertical with described water (flow) direction; Described first rectangular side walls be arranged in parallel with described second rectangular side walls and parallel with described water (flow) direction; The height of described first rectangular side walls is greater than the height of described second rectangular side walls; Riffler main body described in the described Sha Chiyu of taking out shares described first rectangular side walls.
Preferably, described first trapezoidal sidewall is positioned at the side near current upstream; The height of described second trapezoidal sidewall is greater than the height of described first trapezoidal sidewall.
Preferably, the bottom of described riffler main body is arranged at intervals with multiple sand surfing pipe side by side, and the length direction of described sand surfing pipe is vertical with the length direction of described riffler main body; Described sand surfing pipe is provided with multiple flushing sluice, and the large side of described riffler subject depth is pointed to and parallel with the length direction of described riffler main body in the bath direction of described flushing sluice.
Preferably, the sidewall of described riffler main body is concrete side walls or is steel plate sidewall, and the bottom of described riffler main body is concrete base or is bottom steel plate.
The utility model embodiment still provides a kind of groove dam Shi Caisha system, comprises and takes out husky equipment and above-mentioned groove dam formula riffler; Describedly take out husky equipment by what described riffler was arranged and take out the grains of sand that Sha Chi extracts riffler main internal deposition.
Preferably, adopt husky system described in and also comprise washing and sieving equipment; Described washing and sieving equipment is connected with the described output taking out husky equipment, for cleaning the grains of sand taking out the extraction of husky equipment described in screening.
Preferably, described washing and sieving equipment is also provided with conveyer; Described conveyer is used for the grains of sand sort pass after to cleaning screening.
The groove dam formula riffler that the utility model embodiment provides and adopt husky system, takes out husky equipment and extracts the deposition grains of sand in riffler main body by the Sha Chi that takes out be arranged in riffler main body.Utilize this kind of mode to adopt sand, because riffler is fixed with the position of taking out Sha Chi, make to adopt husky job position and fix, and still can carry out adopting husky operation between flood season, flood peak period, adopt husky operation by the restriction of time.The utility model embodiment does not damage river shoal, riverbed, river course original appearance, not polluted river channel water body, does not affect river natural environment.
Accompanying drawing explanation
Fig. 1 shows the longitudinal sectional drawing of the utility model embodiment middle slot dam formula riffler;
Fig. 2 shows the top view of the utility model embodiment middle slot dam formula riffler;
Fig. 3 shows the perspective view of the utility model embodiment middle slot dam formula riffler;
Fig. 4 shows the structural representation of washing and sieving equipment in the utility model embodiment middle slot dam Shi Caisha system.
Detailed description of the invention
Also by reference to the accompanying drawings the utility model is described in further detail below by specific embodiment.
The utility model embodiments provides a kind of groove dam formula riffler, as shown in Figure 1 to Figure 3, comprising: riffler main body 1; The bottom of riffler main body 1 is positioned at riverbed; The length direction of riffler main body 1 is vertical with water (flow) direction, and the bottom of riffler main body 1 is tilted to opposite side by side; The side that riffler main body 1 degree of depth is large is provided with takes out Sha Chi 2, takes out Sha Chi 2 and is communicated with riffler main body 1 inside; The sidewall of riffler main body 1 is in turn connected to form by the first trapezoidal sidewall 13 of trapezoidal sidewall 12, first rectangular side walls 14, second and the second rectangular side walls 11; First trapezoidal sidewall 12 is identical with the shape of the second trapezoidal sidewall 13, and be arranged in parallel and vertical with water (flow) direction; First rectangular side walls 14 be arranged in parallel with the second rectangular side walls 11 and parallel with water (flow) direction; The height of the first rectangular side walls 14 is greater than the height of the second rectangular side walls 11; Take out Sha Chi 2 and share the first rectangular side walls 14 with riffler main body 1.
As shown in Figure 1 to Figure 3, the bottom of riffler, along the direction perpendicular with water (flow) direction, is tilted to opposite side by side; The side that the riffler degree of depth is large is provided with takes out Sha Chi 2, can make thus the sand of deposition in riffler under gravity preferential deposition enter take out Sha Chi 2 in the darker part of riffler main body 1 degree of depth, be convenient to take out husky equipment 3 and extract the grains of sand deposited in riffler to the full extent.
As shown in Figure 3, first of riffler the trapezoidal sidewall 12 is positioned at the side near current upstream; The height of the second trapezoidal sidewall 13 is greater than the height of the first trapezoidal sidewall 12, and two trapezoidal sidewalls of riffler are so arranged, and formation is riffler, is again the dual-use function of check dam, can play the effect reducing flow velocity and interception drift sand in river bed.
Take compared with natural sediment sand on river course, riverbed, river bank at random with existing; the utility model embodiment adopt husky mode, adopt husky setting and fix, in quicksand volume maximum flood season and flood peak season; still can implement to adopt husky operation; not by the husky number quantitative limitation of natural sediment, increase and adopt husky output, improve grains of sand quality; reduce and adopt husky cost; and riverbed, river course, riverbank original appearance, not polluted river water can not be destroyed, be conducive to the natural environment protecting (river) river.
As shown in Figure 2, the bottom of riffler main body 1 is arranged at intervals with multiple sand surfing pipe 4 side by side, and the length direction of sand surfing pipe 4 is vertical with the length direction of riffler main body 1; Sand surfing pipe 4 is provided with multiple flushing sluice, and the large side of riffler main body 1 degree of depth is pointed to and parallel with the length direction of riffler main body 1 in the bath direction of flushing sluice.
Due to the poor fluidity of desilting, put sand surfing pipe 4 at riffler base fabric as stated above.Pre-buried some sand surfing pipes 4 at the bottom of riffler, every root sand surfing pipe 4 has several sand surfing apertures, the bath direction of flushing sluice point to the riffler degree of depth large take out Sha Chi 2 side and parallel longitudinal with riffler.Sand surfing pipe 4 is connected with the sand surfing pipe 4 outside the sidewall of riffler upstream, is connected in turn with head-tank on the bank again.When the heavy full river sand of riffler needs sand surfing, water under high pressure enters bottom land sand surfing pipe 4 from head-tank through cell wall sand surfing pipe 4 and injects the bottom land grains of sand again, promotes the grains of sand and flows to Chou Sha pond, bank 2.
Above-mentioned riffler main body 1, the sidewall of riffler main body 1 is concrete side walls or is steel plate sidewall, and the bottom of riffler main body 1 is concrete base or is bottom steel plate.
The riffler main body 1 of the utility model embodiment can need to be set to various shape according to actual sand of adopting, and size can need to determine according to adopting sand.
Take out Sha Chi 2 shape, size, the degree of depth etc. in riffler main body 1 can be arranged flexibly according to the actual needs taking out husky equipment 3.
Based on the thought arranging the drift sand that formula riffler deposition river, groove dam brings on river (river) riverbed, the utility model embodiment provides the preferred exemplary of riffler.
For ease of the extraction of the grains of sand deposited in riffler,
The utility model still further provides the method for construction of above-mentioned groove dam formula riffler, specifically comprises:
First, the position of selected riffler: select that river course is straight, flood season, slower, the useful river sand (bed load) of flow velocity sinks to river bed and moves the position of (not suspending) as the position of building riffler between flood peak period.
As Fig. 2, excavate downwards in the riverbed of select location and use mixed earth (or steel plate) to water to build up a riffler vertical with river sand flow direction.
As Fig. 3, the length of riffler, width and the degree of depth are adopted husky amount according to riverbed width, sand drift amount and plan and are determined, can with useful river sand all or most ofly pass through and sink to riffler for target.
Comparatively dark near the bottom land taking out husky equipment 3 one end bottom riffler, the other end is more shallow, and form a gradient and be beneficial to desilting and flow to taking out husky equipment 3, the gradient is determined according to actual needs.
Suitable the taking out Sha Chi 2 and take out husky equipment 3 (as sand pumping machine or chain bucket) and be connected of size is built on the bank of the darker one end of riffler, the grains of sand in riffler flow into from the higher one end of bottom land to lower one end by gravity and water jet propulsion and take out Sha Chi 2, and are taken out husky equipment 3 and extract ground out.
The utility model embodiment still provides a kind of groove dam Shi Caisha system, as shown in Figure 1 to Figure 3, comprises and takes out husky equipment 3 and groove dam formula riffler; Take out husky equipment 3 to be connected with the Sha Chi 2 that takes out of riffler, for extracting the grains of sand deposited in riffler.
As shown in Figure 4, adopt husky system and also comprise washing and sieving equipment 5; Washing and sieving equipment 5 is connected with the output taking out husky equipment 3, takes out the grains of sand of husky equipment 3 extraction for cleaning screening.Washing and sieving equipment 5 is also provided with conveyer 6; Conveyer 6 for cleaning screening after grains of sand sort pass.
As shown in Figure 4, arrange washing and sieving equipment 5 on river (river) bank, clean extracting the river sand on ground out and sieve, the gravel that particle diameter is larger and the less sand of particle diameter are transported to appointed place by conveyer belt respectively and stack.The production capacity of washing and sieving equipment 5 and the production capacity of riffler supporting, model, structure are selected according to actual needs.
Based on above-mentioned groove dam formula riffler and adopt husky system, the utility model embodiment still provides one and adopts method for determining sand, comprising: take out husky equipment 3 and take out from above-mentioned the grains of sand extracting Sha Chi 2 and enter in riffler main body 1 and take out Sha Chi 2.Preferably, the method also comprises: send in washing and sieving equipment 5 by taking out the grains of sand that husky equipment 3 extracts, to the grains of sand cleaning screening extracted; By the grains of sand after cleaning screening by conveyer 6 sort pass.
Existingly adopt in method for determining sand, Sha Yuan is formed by river sand natural random deposition on riverbed, river shoal.The husky source for exploitation of the utility model embodiment was formed by the artificial deposition that guides at (river) end, river.
The existing husky deposition position of husky job position effluent of adopting adopting husky technology is determined, the sand adopting husky position has been adopted, and needs to move another to and adopts sand ground point, and equipment carrying is frequent, and production cost is higher.
The utility model embodiment adopt method for determining sand, adopt husky job position and fix, be conducive to reduction and adopt husky cost.
Existing adopting between husky technology maximum in sedimentary loading, the most concentrated flood season and flood peak period cannot carry out adopting husky operation.The ground of husky deposition can only be had after flood season and flood peak can to adopt sand just now, and then cannot adopt sand without deposition, output is by flood season and natural sediment quantitative limitation.
Adopt method for determining sand and the technology that arrange groove dam formula riffler in riverbed of the utility model embodiment are for sedimentary loading maximum flood season and the design of flood peak feature, adopt sand not to be subject to seasonal restrictions, can normally carry out adopting husky operation between flood season and flood peak period, output can be obtained to greatest extent and reduce costs.
Existingly adopt the sand ribbon that husky technology excavates on riverbed, river shoal, riverbank and have more silty sand, mud and other non-husky impurity, second-rate.
The groove dam formula riffler that arranges in riverbed of the utility model embodiment adopts the sand that sand that method for determining sand adopts is river bed flowing, and through washing and sieving after extraction, quality is higher.
Existingly adopt husky technical side and easily change riverbed, river course original appearance, polluted river water, destroy river channel natural view.Of the present utility modelly adopting husky technical method and to adequately protect river channel natural view, is the mode of production with natural harmony.
These are only preferred embodiment of the present utility model, be not limited to the utility model, for a person skilled in the art, the utility model can have various modifications and variations according to the different condition such as riverbed, flow, flow velocity, sedimentary loading implementing point.All within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (7)
1. a groove dam formula riffler, is characterized in that, comprising: riffler main body;
The bottom of described riffler main body is positioned at riverbed; The length direction of described riffler main body is vertical with water (flow) direction, and the bottom of described riffler main body is tilted to opposite side by side; The side that described riffler subject depth is large is provided with takes out Sha Chi, described in take out described in Sha Chiyu riffler body interior and be communicated with;
The sidewall of described riffler main body is in turn connected to form by the first trapezoidal sidewall, the first rectangular side walls, the second trapezoidal sidewall and the second rectangular side walls;
Described first trapezoidal sidewall is identical with the shape of described second trapezoidal sidewall, and be arranged in parallel and vertical with described water (flow) direction;
Described first rectangular side walls be arranged in parallel with described second rectangular side walls and parallel with described water (flow) direction;
The height of described first rectangular side walls is greater than the height of described second rectangular side walls; Riffler main body described in the described Sha Chiyu of taking out shares described first rectangular side walls.
2. riffler according to claim 1, is characterized in that, described first trapezoidal sidewall is positioned at the side near current upstream; The height of described second trapezoidal sidewall is greater than the height of described first trapezoidal sidewall.
3. riffler according to claim 1, is characterized in that, the bottom of described riffler main body is arranged at intervals with multiple sand surfing pipe side by side, and the length direction of described sand surfing pipe is vertical with the length direction of described riffler main body; Described sand surfing pipe is provided with multiple flushing sluice, and the large side of described riffler subject depth is pointed to and parallel with the length direction of described riffler main body in the bath direction of described flushing sluice.
4. riffler according to claim 1, is characterized in that, the sidewall of described riffler main body is concrete side walls or is steel plate sidewall, and the bottom of described riffler main body is concrete base or is bottom steel plate.
5. a groove dam Shi Caisha system, is characterized in that, comprises and takes out husky equipment and the groove dam formula riffler as described in any one of claim 1-4;
Describedly take out husky equipment by what described riffler was arranged and take out the grains of sand that Sha Chi extracts riffler main internal deposition.
6. according to claim 5ly adopt husky system, it is characterized in that, also comprise washing and sieving equipment;
Described washing and sieving equipment is connected with the described output taking out husky equipment, for cleaning the grains of sand taking out the extraction of husky equipment described in screening.
7. according to claim 6ly adopt husky system, it is characterized in that, described washing and sieving equipment is also provided with conveyer;
Described conveyer is used for the grains of sand sort pass after to cleaning screening.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420547404.8U CN204051097U (en) | 2014-09-22 | 2014-09-22 | A kind of groove dam formula riffler and adopt husky system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420547404.8U CN204051097U (en) | 2014-09-22 | 2014-09-22 | A kind of groove dam formula riffler and adopt husky system |
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| CN204051097U true CN204051097U (en) | 2014-12-31 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104225970A (en) * | 2014-09-22 | 2014-12-24 | 谢云龙 | Slot dam type sand-settling tank, sand excavating system and sand excavating method |
| CN104674870A (en) * | 2015-01-31 | 2015-06-03 | 山东国地水利土地勘察设计有限公司 | Pipeline sand delivery system |
-
2014
- 2014-09-22 CN CN201420547404.8U patent/CN204051097U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104225970A (en) * | 2014-09-22 | 2014-12-24 | 谢云龙 | Slot dam type sand-settling tank, sand excavating system and sand excavating method |
| CN104225970B (en) * | 2014-09-22 | 2016-03-30 | 谢云龙 | A kind of groove dam formula riffler, adopt husky system and adopt method for determining sand |
| CN104674870A (en) * | 2015-01-31 | 2015-06-03 | 山东国地水利土地勘察设计有限公司 | Pipeline sand delivery system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141231 Termination date: 20170922 |