CN105821800B - Bulwark - Google Patents
Bulwark Download PDFInfo
- Publication number
- CN105821800B CN105821800B CN201610190984.3A CN201610190984A CN105821800B CN 105821800 B CN105821800 B CN 105821800B CN 201610190984 A CN201610190984 A CN 201610190984A CN 105821800 B CN105821800 B CN 105821800B
- Authority
- CN
- China
- Prior art keywords
- wall
- gravity
- bulwark
- layer wall
- internal layer
- Prior art date
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- 230000005484 gravity Effects 0.000 claims abstract description 28
- 239000004567 concrete Substances 0.000 claims abstract description 18
- 239000000463 material Substances 0.000 claims abstract description 12
- 241001113556 Elodea Species 0.000 claims abstract description 6
- 239000011380 pervious concrete Substances 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 241000196324 Embryophyta Species 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 239000011248 coating agent Substances 0.000 description 3
- 238000000576 coating method Methods 0.000 description 3
- 239000003673 groundwater Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000779 smoke Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 239000002352 surface water Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000037237 body shape Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000002045 lasting effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
- E02B8/06—Spillways; Devices for dissipation of energy, e.g. for reducing eddies also for lock or dry-dock gates
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Revetment (AREA)
Abstract
The invention discloses bulwark, belong to hydraulic engineering equipment, its structure includes the wall between two adjacent gravity abutments of at least two gravity abutments and connection, wall is curved wall, wall includes outer layer wall, middle wall body and internal layer wall, wavy supporter is provided between outer layer wall and middle wall body, internal layer wall is the indent arc body that arcwall face diameter is tapered into from top to bottom；Each gravity abutment includes rear pier body and some U-shaped piers being arranged on front side of rear pier body respectively, some U-shaped piers are set in step, it is respectively arranged with afterwards in pier body and U-shaped pier in cavity, cavity and is separately filled with concrete, and cavity top is respectively kept with the space of plantation water weeds.There is the present invention whole wall to be curved wall, save material 20% or so, and internal layer wall is indent arc body, weakens and plants water weeds on impulsive force of the wave to wall, gravity abutment, enhances the ecological of wall, the features such as adding aesthetic.
Description
Technical field
The present invention relates to a kind of hydraulic engineering equipment, especially a kind of bulwark.
Background technology
Bulwark is the wall in order to prevent wave from crossing dam crest and be set in dam crest dash forward position, more used in reservoir, river
The places such as road, play a part of wave resistance flood control and dash.
Existing bulwark is mostly with the buttress type for gravity retaining wall and the armored concrete shaping built by laying bricks or stones with stone masonry
Retaining wall is main body, and although its wall meets mechanical requirements, but there is also some defects.One is that wall is unable to growing plant, is broken
It is broken river channel ecology environment；Two be that wall is waterproof, has blocked the connection of surface water and groundwater, has both influenceed level of ground water or increased
Flood fighting pressure is added；Three be that job site needs a large amount of templates and building materials, and four be that speed of application is slow.Also there are some wave resistances at this stage
After the completion of wall is poured, it is sprayed in cement outer surface with exterior coating, can reach U.S. decorations effect, and exterior coating is met for a long time
Water will chip off-falling, come off, due to being built in waterside bulwark, water smoke, the vapor of generation are larger more, thus rainwater or water smoke,
Under the etch of vapor, exterior coating easily fades or come off, and aesthetic can not be lasting.Existing wave wall structure materials
Greatly, wave is big to the impulsive force of wall, and unsightly.
The content of the invention
The technical assignment of the present invention is that, for a kind of above-mentioned not enough bulwark of offer of the prior art, the bulwark has
Whole wall is curved wall, saves material 20% or so, and internal layer wall is indent arc body, weakens wave to wall
Water weeds are planted on impulsive force, gravity abutment, the ecological of wall, the characteristics of adding aesthetic is enhanced.Wall construction
Using can only placing installation, job site is clean and tidy, and speed of application is fast.
The technical solution adopted for the present invention to solve the technical problems is：It includes at least two gravity abutments and connection two
Wall between adjacent gravity abutment, described wall is curved wall, and wall includes outer layer wall, middle wall body and internal layer wall
Body, described middle wall body is arranged between outer layer wall and internal layer wall, described outer layer wall and middle wall body on to
Lower shape is consistent, is provided with wavy supporter between outer layer wall and middle wall body, described internal layer wall be on to
The indent arc body that lower arc surface diameter is tapered into；Each described gravity abutment includes rear pier body and is arranged on rear pier body respectively
Some U-shaped piers of front side, rear pier body is square body, and some U-shaped piers are uniformly arranged along on front side of rear pier body, and are set in step,
It is respectively arranged with afterwards in pier body and U-shaped pier in cavity, cavity and is separately filled with concrete, and cavity top is respectively kept with plantation water
The space of careless plant.
Described some U-shaped piers and the line formation one on the front side summit of rear pier body are domatic, and slope ratio is 1：0.35.
Described wall is made up of C40 pervious concrete materials.
Described gravity abutment is made up of C30 concrete materials, and concrete of filling is C30 concrete in it.
The height of described gravity abutment be 3000mm~9000mm, width 600mm~1000mm, bottom thickness 1400mm~
4000mm, top thickness is 600mm, and two gravity abutment spacing are 4000mm.
Described rear pier body and the wall thickness of U-shaped pier are respectively 100mm.
The present invention bulwark compared to the prior art, with beneficial effect following prominent：Whole wall is curved wall
Body, saves material, and internal layer wall is indent arc body, weakens and plants water on impulsive force of the wave to wall, gravity abutment
Careless plant, the features such as adding ecological and aesthetic.
Brief description of the drawings
Accompanying drawing 1 is the main structure diagram of bulwark；
Accompanying drawing 2 is the overlooking the structure diagram of bulwark；
Accompanying drawing 3 is the A-A sectional views shown in Fig. 2；
Accompanying drawing 4 is the B-B sectional views shown in Fig. 2；
Accompanying drawing 5 is the C-C sectional views shown in Fig. 2；
Description of reference numerals：1st, gravity abutment, 11, rear pier body, 12, U-shaped pier, 13, cavity, 14, concrete, 2, wall, 21,
Outer layer wall, 22, middle wall body, 23, internal layer wall, 24, supporter, 3, concrete foundation.
Embodiment
It is described in detail below with reference to Figure of description 1 to 5 pairs of bulwarks of the invention of accompanying drawing.
The bulwark of the present invention, its structure includes the wall between two adjacent gravity abutments of at least two gravity abutments 1 and connection
Body 2, described wall 2 is curved wall, and wall 2 includes outer layer wall 21, middle wall body 22 and internal layer wall 23, it is described in
Between wall 22 be arranged between outer layer wall 21 and internal layer wall 23, described outer layer wall 21 with middle wall body 22 from top to bottom
Shape is consistent, wavy supporter 24 is provided between outer layer wall 21 and middle wall body 22, described internal layer wall 23 is
The indent arc body that arcwall face diameter is tapered into from top to bottom, weakens impulsive force of the wave to wall；Each described gravity
Pier 1 includes rear pier body 11 and some U-shaped piers 12 being arranged on front side of rear pier body respectively, and rear pier body 11 is square body, some U-shaped piers
12 are uniformly arranged along the rear front side of pier body 11, and are set in step, and cavity 13 is respectively arranged with rear pier body 11 and U-shaped pier 12,
Concrete 14 is separately filled with cavity 13, and the top of cavity 13 is respectively kept with the space of plantation water weeds.
Described some U-shaped piers 12 and the line formation one on the front side summit of rear pier body 11 are domatic, and slope ratio is 1：0.35.
Described wall 2 is made up of C40 pervious concrete materials.With good water penetration, it is ensured that surface and ground water
Insertion.
Described gravity abutment 1 is made up of C30 concrete materials, and concrete of filling is C30 concrete in it.
The height of described gravity abutment 1 is 5000mm, and width is 2000mm, and thickness is 600mm.
Described rear pier body 11 and the wall thickness of U-shaped pier 12 are respectively 100mm.
Gravity abutment 1 can make reinforced concrete structure according to structure stress requirement, available for inland lake engineering and coastline.
Because effect of water pressure is on the internal layer wall 23 of interior concave arc body shape, positive correlation is presented with depth in stress, should
Power maximum position occurs in the root of internal layer wall, therefore bulwark pulls open the bad left and right for being concentrated mainly on internal layer wall root
Both sides, the position being connected with gravity abutment, and center section pulls open bad unobvious, therefore the maximum position of stress occurs in internal layer wall
Root, therefore thickness is done into internal layer wall root, to keep out wave destruction.
In use, the bulwark of the present invention is mutually fixed with concrete foundation 3, water weeds are planted on gravity abutment 1, are had
Ecological performance, has beautified environment, and sound construction, intensity is high, and wall 2 is made up of C40 pervious concrete materials, disclosure satisfy that various
There is the requirement of engineering of permeable requirement for concrete, be conducive to maintaining ecological balance and realize sustainable development, and wall 2 is
Curved wall, saves material, and internal layer wall 23 is the indent arc body that arcwall face diameter is tapered into from top to bottom, weakens ripple
Wave is to the impulsive force of wall, and stability and wave resistance effect for bulwark have obvious effect.
Illustrative embodiments listed above are only not to technical scheme described in the invention for understanding that the present invention is used
Restriction, about the those of ordinary skill in field, on the basis of technical scheme described in claim, a variety of changes can also be made
Change or deform, all equivalent changes or deformation should all be covered within the claims of the present invention.The present invention is not
Part is described in detail, is the known technology of those skilled in the art of the present technique.
Claims (6)
1. bulwark, it is characterized in that：It is described including the wall between two adjacent gravity abutments of at least two gravity abutments and connection
Wall is curved wall, and wall includes outer layer wall, middle wall body and internal layer wall, and described middle wall body is arranged on outer layer wall
Between body and internal layer wall, shape is consistent from top to bottom with middle wall body for described outer layer wall, outer layer wall and middle wall body
Between be provided with wavy supporter, described internal layer wall is arcwall face diameter is tapered into from top to bottom indent arc
Body；Each described gravity abutment includes rear pier body and some U-shaped piers being arranged on front side of rear pier body respectively, and rear pier body is square
Body, some U-shaped piers are uniformly arranged along on front side of rear pier body, and are set in step, and sky is respectively arranged with rear pier body and U-shaped pier
Concrete is separately filled with chamber, cavity, and cavity top is respectively kept with the space of plantation water weeds.
2. bulwark according to claim 1, it is characterized in that：Described some U-shaped piers and the front side summit of rear pier body
Line formation one is domatic, and slope ratio is 1：0.35.
3. bulwark according to claim 1, it is characterized in that：Described wall is made up of C40 pervious concrete materials.
4. bulwark according to claim 1, it is characterized in that：Described gravity abutment is made up of C30 concrete materials, in it
The concrete of filling is C30 concrete.
5. bulwark according to claim 1, it is characterized in that：The height of described gravity abutment is 3000mm~9000mm,
Width 600mm~1000mm, bottom thickness 1400mm~4000mm, top thickness are 600mm, and two gravity abutment spacing are
4000mm。
6. bulwark according to claim 1, it is characterized in that：Described rear pier body and the wall thickness of U-shaped pier are respectively
100mm。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610190984.3A CN105821800B (en) | 2016-03-30 | 2016-03-30 | Bulwark |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610190984.3A CN105821800B (en) | 2016-03-30 | 2016-03-30 | Bulwark |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105821800A CN105821800A (en) | 2016-08-03 |
| CN105821800B true CN105821800B (en) | 2017-09-22 |
Family
ID=56524480
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610190984.3A Active CN105821800B (en) | 2016-03-30 | 2016-03-30 | Bulwark |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105821800B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110195425A (en) * | 2019-05-28 | 2019-09-03 | 上海勘测设计研究院有限公司 | A kind of reflection wave retaining wall |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2013060769A (en) * | 2011-09-14 | 2013-04-04 | Kurenai Sugiyama | Breakwater for seismic sea wave |
| CN204000748U (en) * | 2014-08-12 | 2014-12-10 | 中国路桥工程有限责任公司 | Fill out the wave wall structure under Haiti district complex geological condition |
| CN204703124U (en) * | 2015-06-24 | 2015-10-14 | 中水北方勘测设计研究有限责任公司 | A kind of off-load type that opens ice wave wall for cold district |
| CN204780767U (en) * | 2015-07-08 | 2015-11-18 | 国家电网公司 | Novel wave wall |
| CN205576831U (en) * | 2016-03-30 | 2016-09-14 | 济南栋源水泥制品有限公司 | Wave wall |
-
2016
- 2016-03-30 CN CN201610190984.3A patent/CN105821800B/en active Active
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| Publication number | Publication date |
|---|---|
| CN105821800A (en) | 2016-08-03 |
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| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: Wave wall Effective date of registration: 20220524 Granted publication date: 20170922 Pledgee: Qilu bank Limited by Share Ltd. Ji'nan Jiyang branch Pledgor: JINAN DONGYUAN CEMENT PRODUCTS Co.,Ltd. Registration number: Y2022980006242 |
|
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 251400 South of National Highway 220, 500 meters north of Guanfang Village, Jiyang Office, Jiyang County, Jinan City, Shandong Province (formerly known as Shandong Agricultural Machinery Experimental Farm) Patentee after: Shandong Dongyuan Building Energy Conservation Technology Co.,Ltd. Address before: 251400 Jibei Development Zone, Jiyang County, Jinan City, Shandong Province (south of 183km of national highway 220) Patentee before: JINAN DONGYUAN CEMENT PRODUCTS Co.,Ltd. |