CN107044106B - Wave blocking structure for extreme section - Google Patents
Wave blocking structure for extreme section Download PDFInfo
- Publication number
- CN107044106B CN107044106B CN201710219815.2A CN201710219815A CN107044106B CN 107044106 B CN107044106 B CN 107044106B CN 201710219815 A CN201710219815 A CN 201710219815A CN 107044106 B CN107044106 B CN 107044106B
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- CN
- China
- Prior art keywords
- existing
- bottom plate
- retaining wall
- building
- wall
- Prior art date
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- 230000000903 blocking effect Effects 0.000 title claims abstract description 14
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 239000004567 concrete Substances 0.000 claims description 5
- 238000005266 casting Methods 0.000 abstract description 3
- 230000007774 longterm Effects 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Images
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
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- 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
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- 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)
- Architecture (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Revetment (AREA)
Abstract
The invention discloses a wave blocking structure for an extreme section, which comprises an existing retaining wall of a embankment and an existing wall body of a building, wherein the existing wall body is built on the upper surface of the existing retaining wall, the wave blocking structure further comprises a wave blocking plate, the wave blocking plate is provided with a vertical baffle plate and a horizontal bottom plate connected with the baffle plate, the baffle plate and the bottom plate are of an L-shaped structure formed by casting reinforced concrete at one time, the baffle plate is tightly attached to the rear wall of the existing wall body and is fixedly connected with the existing wall body, the bottom plate is positioned behind the existing retaining wall and is fixedly connected with the existing retaining wall, and the upper surface of the bottom plate is not lower than the upper surface of the existing retaining wall. The invention ensures that flood control in the area reaches the standard under the condition of not changing the current situation of the building, simultaneously strengthens the strength of the existing wall of the building and ensures the safety of the building and human bodies.
Description
Technical Field
The invention belongs to the field of hydraulic engineering, and particularly relates to a wave blocking structure for reinforcing an extreme area embankment up to standard.
Background
In order to meet flood control elevation and meet the embankment standard, hydraulic engineering often needs to heighten and strengthen the existing embankment, but houses are densely distributed along river channels in economically developed areas, and some houses or plants are directly built on the existing retaining wall, so that land reclamation difficulty is great. In order to ensure flood control up to standard in the area, safety of houses and residents and long-term operation of a factory building, a new wave blocking structure is necessary to design.
Disclosure of Invention
The invention provides an extreme section wave blocking structure which solves the problems in the prior art.
In order to achieve the technical effects, the invention adopts the following technical scheme:
the utility model provides a wave structure is kept off in extreme section, includes the current barricade of dyke, the current wall body of building, current wall body builds at current barricade upper surface, still includes the manger plate, the manger plate is equipped with vertical baffle and the horizontal bottom plate of being connected with the baffle, and the baffle is the L type structure that reinforced concrete once only pours into with the bottom plate and forms, current wall body back wall is hugged closely to the baffle and with current wall body fixed connection, the bottom plate is located current barricade rear and current barricade fixed connection, and the upper surface of bottom plate is not less than current barricade upper surface.
Further, the baffle and the bottom plate are reinforced concrete with double-layer 12@200mm reinforcing mesh sheets.
Further, the baffle thickness is 350mm.
Further, the thickness of the bottom plate is 200mm.
Further, the breakwater is provided with a reinforcing bevel on the inner side of the corner where the baffle plate is connected with the bottom plate.
Further, a cushion layer is arranged below the bottom plate, the cushion layer is made of plain concrete, and the cushion layer is connected with the lower surface of the bottom plate and the rear surface of the existing retaining wall.
Furthermore, a water interception ditch is arranged below the joint of the cushion layer and the existing retaining wall, the water interception ditch is made of plain concrete, and the water interception ditch and the cushion layer are of an integrated structure.
Further, the thickness of the cushion layer is 100mm.
Compared with the prior art, the invention has the beneficial effects that: the L-shaped breakwater poured by the reinforced concrete at one time ensures that flood control of the area reaches the standard under the condition of not changing the current situation of the building, simultaneously strengthens the strength of the existing wall of the building, and ensures the safety of the building and human bodies or long-term running of a factory building.
The foregoing description is only an overview of the present invention, and is intended to be implemented in accordance with the teachings of the present invention, as well as the preferred embodiments thereof, together with the following detailed description of the invention, given by way of illustration only, together with the accompanying drawings.
Drawings
Fig. 1 is a schematic structural view of the present invention.
The reference numerals and corresponding names in the drawings are:
1. the retaining wall comprises an existing retaining wall body 2, an existing wall body 3, a breakwater 4, a cushion layer 5, a water intercepting ditch 31, a baffle plate 32 and a bottom plate.
Detailed Description
As shown in fig. 1, an extreme section wave blocking structure comprises an existing retaining wall 1 of a embankment, an existing wall body 2 of a building and a wave blocking plate 3, wherein the existing wall body 2 is built on the upper surface of the existing retaining wall 1, and the wave blocking plate is arranged behind the existing retaining wall 1 and the existing wall body 2. The breakwater 3 is provided with a vertical baffle 31 and a horizontal bottom plate 32 connected to the baffle 31, the baffle 31 having a thickness of 350mm and the bottom plate 32 having a thickness of 200mm. The baffle 31 and the bottom plate 32 are formed by casting reinforced concrete with double layers of 12@200mm reinforcing meshes at one time, and are of an L-shaped structure, and a reinforcing bevel angle is arranged on the inner side of a corner where the baffle 31 and the bottom plate 32 are connected. The baffle 31 is tightly attached to the rear wall of the existing wall body 2 and fixedly connected with the existing wall body 2, the bottom plate 32 is positioned behind the existing retaining wall 1 and is connected with the existing retaining wall 1, and the upper surface of the bottom plate 32 is not lower than the upper surface of the existing retaining wall 1. A cushion layer 4 with the thickness of 100mm is arranged below the bottom plate 32, and the cushion layer 4 is fixedly connected with the lower surface of the bottom plate 32 and the rear surface of the existing retaining wall 1. The pad layer 4 is provided with a water interception ditch 5 below the joint of the pad layer 4 and the existing retaining wall 1, and the water interception ditch 5 and the pad layer 4 are formed by casting plain concrete at one time.
The invention adopts the L-shaped breakwater poured by reinforced concrete once after the existing wall body of the building and the existing retaining wall of the embankment, thereby ensuring that flood control in the area reaches the standard, strengthening the strength of the existing wall body of the building and ensuring the safety of the building and human bodies or long-term running of a factory building. Through setting up breakwater bottom plate and setting up bed course and intercepting ditch below the bottom plate to guaranteed building ground ooze footpath length, guaranteed the floor strength of building, guaranteed the inside human body of building or the safety of article, guaranteed the long-term operation of factory building, the bottom plate can be concurrently factory building terrace simultaneously, and the baffle is the current wall body of factory building concurrently, has reduced the later maintenance or the improvement cost of building.
The present invention is not limited to the above-described specific embodiments, and it is apparent to those skilled in the art from the above-described idea that various modifications can be made without inventive step and without departing from the scope of the present invention.
Claims (5)
1. The wave blocking structure for the extreme section comprises an existing retaining wall of a embankment and an existing wall of a building, wherein the existing wall is built on the upper surface of the existing retaining wall;
the breakwater is provided with a reinforcing bevel on the inner side of a corner where the baffle plate is connected with the bottom plate;
a cushion layer is arranged below the bottom plate, the cushion layer is made of plain concrete, and the cushion layer is connected with the lower surface of the bottom plate and the rear surface of the existing retaining wall;
the water interception ditch is arranged below the joint of the cushion layer and the existing retaining wall, the water interception ditch is made of plain concrete, and the water interception ditch and the cushion layer are of an integrated structure.
2. The wave blocking structure for the extreme fields according to claim 1, wherein the baffle plates and the bottom plate are reinforced concrete with reinforced meshes of double layers of 12@200mm.
3. An extreme wave choke structure according to claim 2, characterized in, that the thickness of the baffle is 350mm.
4. An extreme wave structure according to claim 2, wherein the thickness of the bottom plate is 200mm.
5. An extreme wave structure according to claim 1, wherein the mat is 100mm thick.
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 CN107044106A (en) | 2017-08-15 |
| CN107044106B true 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) |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201459675U (en) * | 2009-08-04 | 2010-05-12 | 刘红静 | Triangle section breakwater |
| CN104563058B (en) * | 2014-12-19 | 2016-08-17 | 河海大学 | A kind of realization integrates generating, the breakwater device of desalinization and method |
| 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 |
| JP6327215B2 (en) * | 2015-08-03 | 2018-05-23 | Ｊｆｅスチール株式会社 | Gravity 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
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| Publication number | Publication date |
|---|---|
| CN107044106A (en) | 2017-08-15 |
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