CN107044106A - A kind of extreme location wave screening structure - Google Patents
A kind of extreme location wave screening structure Download PDFInfo
- Publication number
- CN107044106A CN107044106A CN201710219815.2A CN201710219815A CN107044106A CN 107044106 A CN107044106 A CN 107044106A CN 201710219815 A CN201710219815 A CN 201710219815A CN 107044106 A CN107044106 A CN 107044106A
- Authority
- CN
- China
- Prior art keywords
- existing
- barricade
- bottom plate
- wave screening
- wall
- 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.)
- Granted
Links
- 238000012216 screening Methods 0.000 title claims abstract description 16
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 8
- 239000004567 concrete Substances 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 2
- 238000005728 strengthening Methods 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 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
- E02B3/066—Quays
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
-
- 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
Abstract
The invention discloses a kind of extreme location wave screening structure, the existing wall of existing barricade and building including dyke, the existing wall, which is built, is located at existing barricade upper surface, also include manger board, the manger board is provided with vertical baffle and the horizonal base plate being connected with baffle plate, baffle plate and the L-type structure that bottom plate is reinforced concrete primary concreting, the baffle plate is close to existing wall rear wall and is fixedly connected with existing wall, the bottom plate is fixedly connected positioned at existing barricade rear with existing barricade, and the upper surface of bottom plate is not less than existing barricade upper surface.Built this invention ensures that flood control of this section of area under conditions of building present situation is not changed is up to standard, while also strengthening the existing strength of wall body of building, it is ensured that the safety of building and human body.
Description
Technical field
The invention belongs to hydraulic engineering field, and in particular to a kind of wave screening structure of extreme location dyke reinforcing up to standard.
Background technology
Hydraulic engineering is in order to meet flood control elevation, to meet dyke up to standard, it is often necessary to carry out heightening and consolidation to existing dike,
But house is densely covered with along the river course of developed area, some house or factory building are directly built on existing barricade, and expropriation of land is torn open
Move difficulty very big.To ensure this section area flood control longtime running up to standard and house, the safety of resident and factory building, it is necessary to set
Count a kind of new wave screening structure.
The content of the invention
This solution the problems of the prior art, the present invention provides a kind of extreme location wave screening structure.
In order to reach above-mentioned technique effect, the technical solution adopted by the present invention is：
A kind of extreme location wave screening structure, including the existing barricade of dyke, the existing wall of building, the existing wall, which is built, to be set
In existing barricade upper surface, in addition to manger board, the manger board is provided with vertical baffle and the horizonal base plate being connected with baffle plate, gear
Plate and bottom plate are the L-type structure of reinforced concrete primary concreting, the baffle plate be close to existing wall rear wall and with existing wall
It is fixedly connected, the bottom plate is fixedly connected positioned at existing barricade rear with existing barricade, and the upper surface of bottom plate is not less than existing gear
Wall upper surface.
Further, the baffle plate and bottom plate are the reinforced concrete of double-deck 12@200mm reinforced mesh.
Further, the Weir Plate Thickness is 350mm.
Further, the base plate thickness is 200mm.
Further, the manger board is provided with the inside of the corner that baffle plate is connected with bottom plate and reinforces oblique angle.
Further, the bottom plate lower section is provided with bed course, and the course is plain concrete, and bed course is with bottom plate lower surface and now
There is surface after barricade to connect.
Further, the bed course with existing barricade junction below be provided with intercepting ditch, the intercepting ditch material for element
Concrete, intercepting ditch and bed course are formed in one structure.
Further, the cushion thickness is 100mm.
Compared with prior art, the beneficial effects of the invention are as follows：Wave is kept off by using the L-type of reinforced concrete primary concreting
Plate, it is ensured that flood control of this section of area under conditions of building present situation is not changed is up to standard to build, while also strengthening building
Existing strength of wall body, it is ensured that the longtime running of the safety or factory building of building and human body.
Described above is only the general introduction of technical solution of the present invention, in order to better understand the technological means of the present invention,
And can be practiced according to the content of specification, and in order to allow the above and other objects, features and advantages of the present invention can
Become apparent, below especially exemplified by preferred embodiment, and coordinate accompanying drawing, described in detail.
Brief description of the drawings
Fig. 1 is structural representation of the invention.
Each label and corresponding entitled in figure：
1. existing barricade, 2. existing walls, 3. manger boards, 4. bed courses, 5. intercepting ditch, 31. baffle plates, 32. bottom plates.
Embodiment
As shown in figure 1, a kind of extreme location wave screening structure, including the existing barricade 1 of dyke, the existing wall 2 of building,
Manger board 3, existing wall 2, which is built, is located at the existing upper surface of barricade 1, and manger board is located at the rear of existing barricade 1 and existing wall 2.
Manger board 3 is provided with vertical baffle 31 and the horizonal base plate 32 being connected with baffle plate 31, and the thickness of baffle plate 31 is 350mm, the thickness of bottom plate 32
For 200mm.Baffle plate 31 is formed with bottom plate 32 using the reinforced concrete primary concreting of double-deck 12@200mm reinforced mesh, is L-type knot
Structure, provided with reinforcing oblique angle on the inside of the corner that baffle plate 31 is connected with bottom plate 32.Baffle plate 31 be close to the existing rear wall of wall 2 and with it is existing
Wall 2 is fixedly connected, and bottom plate 32 is connected positioned at the existing rear of barricade 1 with existing barricade 1, and the upper surface of bottom plate 32 is not less than existing
The upper surface of barricade 1.The lower section of bottom plate 32 is provided with bed course 4 thick 100mm, bed course 4 and surface after the lower surface of bottom plate 32 and existing barricade 1
It is fixedly connected.Bed course 4 with the existing junction of barricade 1 below be provided with intercepting ditch 5, intercepting ditch 5 and bed course 4 be using plain concrete once
Property pours shaping.
The present invention is kept off by the L-type using reinforced concrete primary concreting after the existing wall of building and the existing barricade of dyke
Wave plate, it is ensured that this section of regional flood control is up to standard, while also strengthening the existing strength of wall body of building, it is ensured that building and people
The safety of body or the longtime running of factory building.By setting manger board bottom plate and bed course and intercepting ditch being set below bottom plate, from
And ensure that constructure ground seepage paths length, it is ensured that the ground intensity of building, it is ensured that interior of building human body or article
Safety, it is ensured that the longtime running of factory building, while bottom plate can also serve as factory building terrace, baffle plate also serves as the existing wall of factory building, reduction
The later maintenance of building or improvement cost.
The present invention is not limited to above-mentioned specific embodiment, for the person of ordinary skill of the art from above-mentioned structure
Think of is set out, and without performing creative labour, made a variety of conversion are within the scope of the present invention.
Claims (8)
1. a kind of extreme location wave screening structure, includes existing barricade, the existing wall of building of dyke, the existing wall is built
It is located at existing barricade upper surface, it is characterised in that also including manger board, the manger board is connected provided with vertical baffle and with baffle plate
Horizonal base plate, baffle plate and bottom plate are the L-type structure of reinforced concrete primary concreting, and the baffle plate is close to existing wall rear wall
And be fixedly connected with existing wall, the bottom plate is fixedly connected positioned at existing barricade rear with existing barricade, the upper surface of bottom plate
It is not less than existing barricade upper surface.
2. a kind of extreme location wave screening structure according to claim 1, it is characterised in that the baffle plate is double with bottom plate
The reinforced concrete of 12@200mm of layer reinforced mesh.
3. a kind of extreme location wave screening structure according to claim 2, it is characterised in that the Weir Plate Thickness is 350mm.
4. a kind of extreme location wave screening structure according to claim 2, it is characterised in that the base plate thickness is 200mm.
5. a kind of extreme location wave screening structure according to claim 1, it is characterised in that the manger board is in baffle plate and bottom
Provided with reinforcing oblique angle on the inside of the connected corner of plate.
6. a kind of extreme location wave screening structure according to claim 1, it is characterised in that provided with pad below the bottom plate
Layer, the course is plain concrete, and bed course is connected with surface after bottom plate lower surface and existing barricade.
7. a kind of extreme location wave screening structure according to claim 6, it is characterised in that the bed course with existing barricade
It is provided with intercepting ditch below junction, the intercepting ditch material is plain concrete, intercepting ditch and bed course are formed in one structure.
8. a kind of extreme location wave screening structure according to claim 6, it is characterised in that the cushion thickness is 100mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710219815.2A CN107044106B (en) | 2017-04-06 | 2017-04-06 | Wave blocking structure for extreme section |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710219815.2A CN107044106B (en) | 2017-04-06 | 2017-04-06 | Wave blocking structure for extreme section |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107044106A true CN107044106A (en) | 2017-08-15 |
| CN107044106B CN107044106B (en) | 2023-06-23 |
Family
ID=59545248
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710219815.2A Active CN107044106B (en) | 2017-04-06 | 2017-04-06 | Wave blocking structure for extreme section |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107044106B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201459675U (en) * | 2009-08-04 | 2010-05-12 | 刘红静 | Triangle section breakwater |
| CN104563058A (en) * | 2014-12-19 | 2015-04-29 | 河海大学 | Bulwark device and method capable of integrating power generation and sea water desalination |
| CN204530620U (en) * | 2015-03-14 | 2015-08-05 | 上海市水利工程设计研究院有限公司 | A kind of novel combination type Ecological Retaining Wall |
| JP2017031677A (en) * | 2015-08-03 | 2017-02-09 | Ｊｆｅスチール株式会社 | Gravity-type breakwater |
| CN206721809U (en) * | 2017-04-06 | 2017-12-08 | 江苏省太湖水利规划设计研究院有限公司 | A kind of wave screening structure |
-
2017
- 2017-04-06 CN CN201710219815.2A patent/CN107044106B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201459675U (en) * | 2009-08-04 | 2010-05-12 | 刘红静 | Triangle section breakwater |
| CN104563058A (en) * | 2014-12-19 | 2015-04-29 | 河海大学 | Bulwark device and method capable of integrating power generation and sea water desalination |
| CN204530620U (en) * | 2015-03-14 | 2015-08-05 | 上海市水利工程设计研究院有限公司 | A kind of novel combination type Ecological Retaining Wall |
| JP2017031677A (en) * | 2015-08-03 | 2017-02-09 | Ｊｆｅスチール株式会社 | Gravity-type breakwater |
| CN206721809U (en) * | 2017-04-06 | 2017-12-08 | 江苏省太湖水利规划设计研究院有限公司 | A kind of wave screening structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107044106B (en) | 2023-06-23 |
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| GR01 | Patent grant |