CN105603932A - Rushing-proof water conservancy dam - Google Patents
Rushing-proof water conservancy dam Download PDFInfo
- Publication number
- CN105603932A CN105603932A CN201610085696.1A CN201610085696A CN105603932A CN 105603932 A CN105603932 A CN 105603932A CN 201610085696 A CN201610085696 A CN 201610085696A CN 105603932 A CN105603932 A CN 105603932A
- Authority
- CN
- China
- Prior art keywords
- breastwork
- water conservancy
- drain bar
- breast wall
- water
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The invention discloses a rushing-proof water conservancy dam. The rushing-proof water conservancy dam comprises a water drainage plate, wherein the water drainage plate is located on the lower surface of a breast wall; water drainage holes corresponding to the breast wall are formed in the water drainage plate; the left and right heights of the breast wall are inconsistent; the upper surface of the middle part of the breast wall is in a convex structure, and a vegetation layer is arranged at a convex part; gravel cushion layers are arranged at the parts, close to the two sides, of the breast wall; water seepage pipes are vertically mounted on the gravel cushion layers; the water seepage pipes correspond to the water drainage holes; fences are vertically mounted at the parts, close to the two sides, of the lower surface of the water drainage plate; the tops of the fences penetrate through the water drainage plate and extend into the breast wall to be fixedly connected with the breast wall; transverse reinforcing ribs and longitudinal reinforcing ribs are arranged in the fences respectively; and no less than one transverse reinforcing rib and no less than one longitudinal reinforcing rib are arranged. The rushing-proof water conservancy dam provided by the invention can bear the gravity relatively well and has a good stopping effect; the stress performance can be effectively improved, and loss of water and soil is reduced by using the effect of vegetation; and meanwhile, a lot of construction materials can be reduced, and dam construction cost is reduced.
Description
Technical field
The present invention relates to a kind of dykes and dams, particularly a kind of erosion control water conservancy dykes and dams.
Background technology
For not washed away by flood or tidewater in protection key water control project, river bank and bank, ocean etc.; prevent that silt from blocking river course for preventing erosion; protection vegetation; usually can adopt in river course, small reservoir, reservoir and seashore etc. build dykes and dams; the place's stone-laying of the steep bank of side slope or concreting; thereby adopt this type of mode to protect it; but these modes are constructed, cost is not only high; and construction is complicated; quantities is large and loaded down with trivial details; and adopt general enclosing mode, and be exactly simply to lay stone, stone is piled up to form protecting wall one. Although can play the effect that certain protection stops, in serviceability, still there is certain deficiency, can not better meet actual user demand.
Summary of the invention
The technical problem to be solved in the present invention is: overcomes the problems referred to above, provides one can better bear gravity, and the good erosion control water conservancy dykes and dams of blocking effect.
To achieve these goals, the technical solution used in the present invention is such: erosion control water conservancy dykes and dams of the present invention, comprise drain bar, drain bar is positioned at a breastwork lower surface, and on drain bar, have the osculum corresponding with breastwork, breastwork left and right is highly all inconsistent, it is positioned at middle part upper surface and is a male-type structure, its high spot is provided with vegetable layer, it is equipped with sand-gravel cushion near both sides place, soakaway trench is vertically installed on sand-gravel cushion, the corresponding osculum setting of soakaway trench, drain bar lower surface is all vertically provided with fence near both sides place, fence top also and breastwork adopts fixed form to be connected in drain bar extends in breastwork, in it, be respectively equipped with cross reinforcing and waling, all more than one of cross reinforcing and waling, cross reinforcing and waling adopt netted braiding structure.
Further, as a kind of concrete version, breastwork of the present invention comprises front platform, wave wall body and rear platform.
Further, as a kind of concrete version, breastwork of the present invention bottom is provided with bed course.
Further, as a kind of concrete version, cross reinforcing of the present invention and vertical strengthening ribs all adopt stainless steel to make.
Further, as a kind of concrete version, vegetable layer thickness of the present invention is 1/5th of breastwork height.
Compared with prior art, the invention has the advantages that: erosion control water conservancy dykes and dams of the present invention can better bear gravity, and blocking effect is good, can effectively improve stress performance, and can utilize the effect of vegetation to reduce the loss of water and soil, can reduce in a large number construction material, reduced dykes and dams construction cost simultaneously.
Brief description of the drawings
Below in conjunction with drawings and Examples, the present invention is further described.
Fig. 1 is structural representation of the present invention; In figure: 1. drain bar; 2. sand-gravel cushion; 3. vegetable layer; 4. fence; 5. cross reinforcing; 6. vertical strengthening ribs; 7. breastwork.
Detailed description of the invention
In conjunction with the accompanying drawings, the present invention is further detailed explanation. These accompanying drawings are the schematic diagram of simplification, and basic structure of the present invention is only described in a schematic way, and therefore it only shows the formation relevant with the present invention.
The preferred embodiment of erosion control water conservancy dykes and dams of the present invention as shown in Figure 1, comprise drain bar 1, drain bar 1 is positioned at breastwork 7 lower surfaces, and on drain bar 1, have the osculum corresponding with breastwork 7, breastwork 7 left and right are highly all inconsistent, it is positioned at middle part upper surface and is a male-type structure, its high spot is provided with vegetable layer 3, it is equipped with sand-gravel cushion 2 near both sides place, soakaway trench is vertically installed on sand-gravel cushion 2, the corresponding osculum setting of soakaway trench, drain bar 7 lower surfaces are all vertically provided with fence 4 near both sides place, fence 4 tops in drain bar 1 extends in breastwork 7 and and breastwork 7 adopt fixed form to be connected, in it, be respectively equipped with cross reinforcing 5 and waling 6, all more than one of cross reinforcing 5 and waling 6, cross reinforcing 5 and waling 6 adopt netted braiding structure.
Described breastwork 7 comprises front platform, wave wall body and rear platform. Can better keep out the impact of high seas.
Described breastwork 7 bottoms are provided with bed course. Can play certain protective action to breastwork 7, bed course can adopt steel construction.
Described cross reinforcing 5 and vertical strengthening ribs 6 all adopt stainless steel to make. Longer service life, the power that withstands shocks is larger.
Described vegetable layer 3 thickness are 1/5th of breastwork 7 height. Can not affect the normal use of dykes and dams.
The erosion control water conservancy dykes and dams of invention of the present invention can better bear gravity, and blocking effect is good, can effectively improve stress performance, and can utilize the effect of vegetation to reduce the loss of water and soil, can reduce in a large number construction material simultaneously, have reduced dykes and dams construction cost. Comprise drain bar 1, drain bar 1 is positioned at breastwork 7 lower surfaces, and on drain bar 1, has the osculum corresponding with breastwork 7, is convenient to carry out draining, avoids current too much to affect the use of dykes and dams; Breastwork 7 left and right are highly all inconsistent, and it is positioned at middle part upper surface and is a male-type structure, and its high spot is provided with vegetable layer 3, it is equipped with sand-gravel cushion 2 near both sides place, soakaway trench is vertically installed on sand-gravel cushion 2, and the corresponding osculum setting of soakaway trench, has further strengthened drainage; Drain bar 7 lower surfaces are all vertically provided with fence 4 near both sides place, fence 4 tops in drain bar 1 extends in breastwork 7 and and breastwork 7 adopt fixed form to be connected, facilitate and be connected with ground level; Fence 4 tops in drain bar 1 extends in breastwork 7 and and breastwork 7 adopt fixed form to be connected, in it, be respectively equipped with cross reinforcing 5 and waling 6, all more than one of cross reinforcing 5 and waling 6, cross reinforcing 5 and waling 6 adopt netted braiding structure, both can better bear gravity, again can be firm be connected with ground.
Taking above-mentioned foundation desirable embodiment of the present invention as enlightenment, by above-mentioned description, relevant staff can, not departing from the scope of this invention technological thought, carry out various change and amendment completely. The technical scope of this invention is not limited to the content on description, must determine its technical scope according to claim scope.
Claims (5)
1. erosion control water conservancy dykes and dams, comprise drain bar, it is characterized in that: drain bar is positioned at a breastwork lower surface, and on drain bar, have the osculum corresponding with breastwork, breastwork left and right is highly all inconsistent, it is positioned at middle part upper surface and is a male-type structure, its high spot is provided with vegetable layer, it is equipped with sand-gravel cushion near both sides place, soakaway trench is vertically installed on sand-gravel cushion, the corresponding osculum setting of soakaway trench, drain bar lower surface is all vertically provided with fence near both sides place, fence top also and breastwork adopts fixed form to be connected in drain bar extends in breastwork, in it, be respectively equipped with cross reinforcing and waling, all more than one of cross reinforcing and waling, cross reinforcing and waling adopt netted braiding structure.
2. erosion control water conservancy dykes and dams according to claim 1, is characterized in that: described breastwork comprises front platform, wave wall body and rear platform.
3. erosion control water conservancy dykes and dams according to claim 1, is characterized in that: described breastwork bottom is provided with bed course.
4. erosion control water conservancy dykes and dams according to claim 1, is characterized in that: described cross reinforcing and vertical strengthening ribs all adopt stainless steel to make.
5. erosion control water conservancy dykes and dams according to claim 1, is characterized in that: described vegetable layer thickness is 1/5th of breastwork height.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610085696.1A CN105603932A (en) | 2016-02-15 | 2016-02-15 | Rushing-proof water conservancy dam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610085696.1A CN105603932A (en) | 2016-02-15 | 2016-02-15 | Rushing-proof water conservancy dam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105603932A true CN105603932A (en) | 2016-05-25 |
Family
ID=55984240
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610085696.1A Pending CN105603932A (en) | 2016-02-15 | 2016-02-15 | Rushing-proof water conservancy dam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105603932A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592519A (en) * | 2016-11-04 | 2017-04-26 | 成都启立辰智科技有限公司 | Flood control shearing force drainage dyke |
| CN107700300A (en) * | 2017-10-17 | 2018-02-16 | 蒋昌霞 | A kind of safety protective road foundation |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN200985497Y (en) * | 2006-12-15 | 2007-12-05 | 中国神华能源股份有限公司 | Dam |
| CN200992698Y (en) * | 2006-12-31 | 2007-12-19 | 中国神华能源股份有限公司 | Dam |
| CN201261878Y (en) * | 2008-09-10 | 2009-06-24 | 上海外高桥造船有限公司 | Water retaining apparatus for dock enlargement |
| WO2011131886A1 (en) * | 2010-04-21 | 2011-10-27 | Hydroplus | Fusegate for a hydraulic construction, in particular a dam |
| CN102287003A (en) * | 2011-05-30 | 2011-12-21 | 中国葛洲坝集团股份有限公司 | Dam concrete cabin surface water accumulation hidden pipe discharge method |
| CN204000747U (en) * | 2014-08-09 | 2014-12-10 | 关凤臣 | The anti-piece clitter that breaks down that is provided with rubble sedimentation well or subsiding belt is built mole |
| CN205576834U (en) * | 2016-02-15 | 2016-09-14 | 中交广州水运工程设计研究院有限公司 | Scour protection water conservancy dykes and dams |
-
2016
- 2016-02-15 CN CN201610085696.1A patent/CN105603932A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN200985497Y (en) * | 2006-12-15 | 2007-12-05 | 中国神华能源股份有限公司 | Dam |
| CN200992698Y (en) * | 2006-12-31 | 2007-12-19 | 中国神华能源股份有限公司 | Dam |
| CN201261878Y (en) * | 2008-09-10 | 2009-06-24 | 上海外高桥造船有限公司 | Water retaining apparatus for dock enlargement |
| WO2011131886A1 (en) * | 2010-04-21 | 2011-10-27 | Hydroplus | Fusegate for a hydraulic construction, in particular a dam |
| CN102287003A (en) * | 2011-05-30 | 2011-12-21 | 中国葛洲坝集团股份有限公司 | Dam concrete cabin surface water accumulation hidden pipe discharge method |
| CN204000747U (en) * | 2014-08-09 | 2014-12-10 | 关凤臣 | The anti-piece clitter that breaks down that is provided with rubble sedimentation well or subsiding belt is built mole |
| CN205576834U (en) * | 2016-02-15 | 2016-09-14 | 中交广州水运工程设计研究院有限公司 | Scour protection water conservancy dykes and dams |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592519A (en) * | 2016-11-04 | 2017-04-26 | 成都启立辰智科技有限公司 | Flood control shearing force drainage dyke |
| CN107700300A (en) * | 2017-10-17 | 2018-02-16 | 蒋昌霞 | A kind of safety protective road foundation |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160525 |