CN204551376U - A kind of hydraulic engineering protection river levee - Google Patents
A kind of hydraulic engineering protection river levee Download PDFInfo
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- CN204551376U CN204551376U CN201520187177.7U CN201520187177U CN204551376U CN 204551376 U CN204551376 U CN 204551376U CN 201520187177 U CN201520187177 U CN 201520187177U CN 204551376 U CN204551376 U CN 204551376U
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- engaging lug
- link slot
- hydraulic engineering
- river levee
- brick body
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Abstract
The utility model provides a kind of hydraulic engineering protection river levee, belong to hydraulic engineering technical field, comprise Quayside or river bank, dike face and brick body, also comprise liquid injection hole, anode tube, cathode tube, vegetation hole, first engaging lug, second engaging lug, first link slot and the second link slot, described river levee comprises Quayside or river bank and the dike face two parts composition that meets water, wherein Quayside or river bank is provided with liquid injection hole, liquid injection hole is connected with cathode tube with the anode tube being vertically set on dykes and dams bottom surface, dike face is formed by spreading bricks, brick body is provided with the first engaging lug and the first link slot, and second engaging lug and the second link slot, middle part is provided with hollow vegetation hole.The sediment utilizing the chemical reaction between chemical solution to generate is reinforced the soil body, dykes and dams brick body is by brick ear and the mutual clamping of ear groove, build by laying bricks or stones without the need to mortar, can direct drystone, improve seepage capability, technical feasibility, economical rationality, high construction efficiency, have that structure is simple, specious, an advantage of constructability and ecological, environmental protective.
Description
Technical field
The utility model relates to hydraulic engineering technical field, particularly relates to a kind of hydraulic engineering protection river levee.
Background technology
Along with the development of society, people have invented the brick of various material for different field, at present, generally all adopt wall-retaining structure at the river levee of the upstream face of river course or irrigation canals and ditches, existing wall-retaining structure has concrete structure, M7.5 cemented rock Gravity Retaining Wall structure and gabion baffling structure.But they exist following defect respectively: concrete structure, can be used for rectangle and trapezoidal cross-section, because river channel sedimentation is serious, river levee erosion resistance is low, and according to this kind of wall-retaining structure, basis should be excavated to basement rock, and cutting depth is comparatively large, and difficulty of construction is large; M7.5 cemented rock Gravity Retaining Wall structure, because river channel sedimentation is serious, river levee erosion resistance is low, and according to this kind of wall-retaining structure, basis should be excavated to basement rock, and cutting depth is comparatively large, and restrict by geologic(al) factor, excavation face poor stability, difficulty of construction is large; Gabion baffling structure, it meets permeable, ventilative requirement by the macrovoid between block stone, but its ecological effect is not good, do not reach ecology from wall-retaining structure itself and plant fruit of coming into force, and the continuous frictional metal net under the effect of current of the stone in gabion, thus cause breaking and even the destruction of whole barricade of gabion graticule mesh; All there is certain defect in the river levee based on the above-mentioned wall-retaining structure at river course or irrigation canals and ditches upstream face, is therefore badly in need of developing a kind of novel river levee and meets water brick.
Utility model content
The utility model provides a kind of hydraulic engineering protection river levee, the sediment utilizing the chemical reaction between chemical solution to generate is reinforced the soil body, dykes and dams brick body is by brick ear and the mutual clamping of ear groove, build by laying bricks or stones without the need to mortar, can direct drystone, improve seepage capability, technical feasibility, economical rationality, high construction efficiency, have that structure is simple, specious, the advantage of constructability and ecological, environmental protective.
For solving the problems of the technologies described above, the embodiment of the present application provides a kind of hydraulic engineering protection river levee, comprise Quayside or river bank, dike face and brick body, also comprise liquid injection hole, anode tube, cathode tube, vegetation hole, first engaging lug, second engaging lug, first link slot and the second link slot, described river levee comprises Quayside or river bank and the dike face two parts composition that meets water, wherein Quayside or river bank is provided with liquid injection hole, liquid injection hole is connected with cathode tube with the anode tube being vertically set on dykes and dams bottom surface, dike face is formed by spreading bricks, brick body is provided with the first engaging lug and the first link slot, and second engaging lug and the second link slot, middle part is provided with hollow vegetation hole.
As the preferred embodiment of this programme, the chemical solution in described anode tube is calcium chloride solution, and after adding positive electrode, on-the-spot solution concentration is 10-20%; The chemical solution added in negative electrode is sodium silicate solution, and after adding negative electrode, on-the-spot solution concentration is 20-40%.
As the preferred embodiment of this programme, described anode tube and the width of cathode tube are 100-200 mm, and thickness is 3-20 mm, and length is determined according to the degree of depth of design impervious wall; Be arranged alternately successively along embankment direction anodic-cathodic, spacing is 2-4 m.
As the preferred embodiment of this programme, the first described engaging lug and the cross section of the second engaging lug are trapezoidal, triangle or rectangle, and the cross section of described first link slot and the second link slot matches with the cross section of the first engaging lug and the second engaging lug.
As the preferred embodiment of this programme, the shape in described vegetation hole can be circular, oval or square.
As the preferred embodiment of this programme, the upper surface of described brick body is provided with wave-shaped groove line.
The one or more technical schemes provided in the embodiment of the present application, at least have following technique effect or advantage:
The sediment utilizing the chemical reaction between chemical solution to generate is reinforced the soil body, dykes and dams brick body is by brick ear and the mutual clamping of ear groove, build by laying bricks or stones without the need to mortar, can direct drystone, improve seepage capability, technical feasibility, economical rationality, high construction efficiency, have that structure is simple, specious, an advantage of constructability and ecological, environmental protective.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the structural representation of the embodiment of the present application;
Fig. 2 is the brick laying structure schematic diagram of the embodiment of the present application.
In Fig. 1-Fig. 2,1, Quayside or river bank, 2, liquid injection hole, 3, anode tube, 4, cathode tube, 5, dike face, 6, vegetation hole, 7, brick body, the 8, first engaging lug, the 9, second engaging lug, the 10, first link slot, the 11, second link slot.
Detailed description of the invention
The utility model provides a kind of hydraulic engineering protection river levee, the sediment utilizing the chemical reaction between chemical solution to generate is reinforced the soil body, dykes and dams brick body is by brick ear and the mutual clamping of ear groove, build by laying bricks or stones without the need to mortar, can direct drystone, improve seepage capability, technical feasibility, economical rationality, high construction efficiency, have that structure is simple, specious, the advantage of constructability and ecological, environmental protective.
In order to better understand technique scheme, below in conjunction with Figure of description and concrete embodiment, technique scheme is described in detail.
As Figure 1-Figure 2, a kind of hydraulic engineering protection river levee, comprise Quayside or river bank 1, dike face 5 and brick body 7, also comprise liquid injection hole 2, anode tube 3, cathode tube 4, vegetation hole 6, first engaging lug 8, second engaging lug 9, first link slot 10 and the second link slot 11, described river levee comprises Quayside or river bank 1 and the dike face 5 two parts composition that meets water, wherein Quayside or river bank 1 is provided with liquid injection hole 2, liquid injection hole 2 is connected with cathode tube 4 with the anode tube 3 being vertically set on dykes and dams bottom surface, dike face 5 is laid by brick body 7 and is formed, brick body 7 is provided with the first engaging lug 8 and the first link slot 10, and second engaging lug 9 and the second link slot 11, middle part is provided with hollow vegetation hole 6.
Wherein, in actual applications, the chemical solution in described anode tube 3 is calcium chloride solution, and after adding positive electrode, on-the-spot solution concentration is 10-20%; The chemical solution added in negative electrode is sodium silicate solution, after adding negative electrode, on-the-spot solution concentration is 20-40%, associating chemical solution electroosmotic drainage is energized after a period of time, the Fieldable chemical solution concentration of detecting electrode inside, and suitably add corresponding chemical solution, make its situ concentration maintain a relatively stable value; Electroosmotic drainage of injecting associating chemical solution adds sodium silicate solution, in negative electrode, adds calcium chloride solution after terminating in positive electrode, utilizes reacted sediment to improve the barrier performance of electrode itself.
Wherein, in actual applications, described anode tube 3 and the width of cathode tube 4 are 100-200 mm, and thickness is 3-20 mm, and length is determined according to the degree of depth of design impervious wall; Be arranged alternately successively along embankment direction anodic-cathodic, spacing is 2-4 m, when barrier performance requires higher time, arranges 2 rows or 3 row's electrodes along embankment direction.
Wherein, in actual applications, the first described engaging lug 8 and the cross section of the second engaging lug 9 are trapezoidal, triangle or rectangle, the cross section of described first link slot 10 and the second link slot 11 matches with the cross section of the first engaging lug 8 and the second engaging lug 9, be connected together up and down by described first engaging lug 8 and the first link slot 10, second engaging lug 9 and the second link slot 11, build by laying bricks or stones without the need to mortar, can direct drystone, improve speed of application, have that structure is simple, specious, the advantage of constructability and ecological, environmental protective.
Wherein, in actual applications, the shape in described vegetation hole 6 can be circular, oval, square or other irregular shapes.
Wherein, in actual applications, the upper surface of described brick body 7 is uneven wave channel line, and wave first impacts bossing, and produces a backflow, offsets, can play the effect of buffering with wave that is follow-up and both sides, reduces the dynamics of wave impact.
The above, it is only preferred embodiment of the present utility model, not any pro forma restriction is done to the utility model, although the utility model discloses as above with preferred embodiment, but and be not used to limit the utility model, any those skilled in the art, do not departing within the scope of technical solutions of the utility model, make a little change when the technology contents of above-mentioned announcement can be utilized or be modified to the Equivalent embodiments of equivalent variations, in every case be the content not departing from technical solutions of the utility model, according to any simple modification that technical spirit of the present utility model is done above embodiment, equivalent variations and modification, all still belong in the scope of technical solutions of the utility model.
Claims (6)
1. a hydraulic engineering protection river levee, comprise Quayside or river bank (1), dike face (5) and brick body (7), it is characterized in that, also comprise liquid injection hole (2), anode tube (3), cathode tube (4), vegetation hole (6), first engaging lug (8), second engaging lug (9), first link slot (10) and the second link slot (11), described river levee comprises Quayside or river bank (1) and dike face (5) two parts composition that meets water, Quayside or river bank (1) is provided with liquid injection hole (2), liquid injection hole (2) is connected with cathode tube (4) with the anode tube (3) being vertically set on dykes and dams bottom surface, dike face (5) is laid by brick body (7) and is formed, brick body (7) is provided with the first engaging lug (8) and the first link slot (10), and second engaging lug (9) and the second link slot (11), middle part is provided with hollow vegetation hole (6).
2. a kind of hydraulic engineering protection river levee according to claim 1, it is characterized in that, the chemical solution in described anode tube (3) is calcium chloride solution, and after adding positive electrode, on-the-spot solution concentration is 10-20%; The chemical solution added in negative electrode is sodium silicate solution, and after adding negative electrode, on-the-spot solution concentration is 20-40%.
3. a kind of hydraulic engineering protection river levee according to claim 1, it is characterized in that, described anode tube (3) and the width of cathode tube (4) they are 100-200 mm, and thickness is 3-20 mm, and length is determined according to the degree of depth of design impervious wall; Be arranged alternately successively along embankment direction anodic-cathodic, spacing is 2-4 m.
4. a kind of hydraulic engineering protection river levee according to claim 1, it is characterized in that, described the first engaging lug (8) and the cross section of the second engaging lug (9) are trapezoidal, triangle or rectangle, and the cross section of described first link slot (10) and the second link slot (11) matches with the cross section of the first engaging lug (8) and the second engaging lug (9).
5. a kind of hydraulic engineering protection river levee according to claim 1, is characterized in that, the shape in described vegetation hole (6) can be circular, oval or square.
6. a kind of hydraulic engineering protection river levee according to claim 1, it is characterized in that, the upper surface of described brick body (7) is provided with wave-shaped groove line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520187177.7U CN204551376U (en) | 2015-03-31 | 2015-03-31 | A kind of hydraulic engineering protection river levee |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520187177.7U CN204551376U (en) | 2015-03-31 | 2015-03-31 | A kind of hydraulic engineering protection river levee |
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| Publication Number | Publication Date |
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| CN204551376U true CN204551376U (en) | 2015-08-12 |
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| CN201520187177.7U Expired - Fee Related CN204551376U (en) | 2015-03-31 | 2015-03-31 | A kind of hydraulic engineering protection river levee |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105274966A (en) * | 2015-11-24 | 2016-01-27 | 上海市普陀区社区绿化管理所 | Spongy ecological embankment and building method thereof |
| CN110878550A (en) * | 2019-11-29 | 2020-03-13 | 深圳市东深工程有限公司 | Prevention of seepage hydraulic engineering dykes and dams |
| CN110894714A (en) * | 2019-11-13 | 2020-03-20 | 四川建筑职业技术学院 | Hydraulic engineering protection river bank and protection method thereof |
-
2015
- 2015-03-31 CN CN201520187177.7U patent/CN204551376U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105274966A (en) * | 2015-11-24 | 2016-01-27 | 上海市普陀区社区绿化管理所 | Spongy ecological embankment and building method thereof |
| CN110894714A (en) * | 2019-11-13 | 2020-03-20 | 四川建筑职业技术学院 | Hydraulic engineering protection river bank and protection method thereof |
| CN110878550A (en) * | 2019-11-29 | 2020-03-13 | 深圳市东深工程有限公司 | Prevention of seepage hydraulic engineering dykes and dams |
| CN110878550B (en) * | 2019-11-29 | 2021-04-06 | 深圳市东深工程有限公司 | Prevention of seepage hydraulic engineering dykes and dams |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150812 Termination date: 20160331 |
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| CF01 | Termination of patent right due to non-payment of annual fee |