CN104988947B - A kind of retaining wall for hydraulic engineering - Google Patents
A kind of retaining wall for hydraulic engineering Download PDFInfo
- Publication number
- CN104988947B CN104988947B CN201510318679.3A CN201510318679A CN104988947B CN 104988947 B CN104988947 B CN 104988947B CN 201510318679 A CN201510318679 A CN 201510318679A CN 104988947 B CN104988947 B CN 104988947B
- Authority
- CN
- China
- Prior art keywords
- pedestal
- trapezoidal
- reinforced concrete
- trapezoidal pedestal
- retaining
- 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.)
- Expired - Fee Related
Links
- 238000005260 corrosion Methods 0.000 claims abstract description 13
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 13
- 239000004567 concrete Substances 0.000 claims abstract description 5
- 238000010276 construction Methods 0.000 claims description 3
- 230000003628 erosive Effects 0.000 abstract description 4
- 239000000203 mixture Substances 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 241000272814 Anser sp. Species 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
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Abstract
The invention discloses a kind of retaining wall for hydraulic engineering, including a L-type reinforced concrete beds, in addition to first, second, third trapezoidal pedestal, first, second trapezoidal pedestal and L-type reinforced concrete beds side pass through the first high strength exploitation；Each pedestal and L-type reinforced concrete beds bottom surface respectively by second, third, the 4th high strength exploitation；And interconnected between three pedestals by concaveconvex structure.First, second, third trapezoidal pedestal is armored concrete, cobblestone mixed structure simultaneously, and each base-plates surface is equipped with one layer of Corrosion Resistant Frp body；The present invention is installed using fabricated structure, and splices occlusion mutually using concaveconvex structure between each combination block, not only firm, and maintenance is convenient to, due to surface there is provided Corrosion Resistant Frp body, corrosion resistant erosion degree is also greatly reinforced.
Description
Technical field
The present invention relates to a kind of water engineering facility, more particularly to a kind of retaining wall for hydraulic engineering.
Background technology
The retaining wall used at present on power station, dam is typically all to be poured to form by the armored concrete of monoblock, its
Firmness degree is fine, but corrosion-resistant difference, and use time one grows easy cracking, due to being integral installation, so tieed up after cracking
Repair extremely difficult, cause maintenance cost to increase.
The content of the invention
The present invention proposes a kind of retaining wall for hydraulic engineering aiming above mentioned problem, and the retaining wall structure is firm, corrosion resistant
Erosion, and it is easy to maintenance.
To reach above-mentioned technical purpose, present invention employs a kind of retaining wall for hydraulic engineering, including a L-type steel reinforced concrete
Ground, in addition to the first trapezoidal pedestal, the second trapezoidal pedestal and the 3rd trapezoidal pedestal, the first, second trapezoidal pedestal and L-type
Reinforced concrete beds side passes through the first high strength exploitation；Three trapezoidal pedestals are arranged and three bases in block form
In inclination, parallel construction gradually between the upper surface in seat section；Meanwhile, each pedestal and L-type the reinforced concrete beds bottom
Face respectively by second, third, the 4th high strength exploitation.
Further, interconnected between three pedestals by concaveconvex structure.
Further, the described first trapezoidal pedestal, the second trapezoidal pedestal and the 3rd trapezoidal pedestal are armored concrete, goose
Cobble mixed structure, and each base-plates surface is equipped with one layer of Corrosion Resistant Frp body.
The present invention is installed using fabricated structure, and splices occlusion mutually using concaveconvex structure between each combination block, no
But it is firm, and maintenance be convenient to, due to surface there is provided Corrosion Resistant Frp body, corrosion resistant erosion degree is also greatly reinforced.
Brief description of the drawings
Shown in Fig. 1 is appearance assumption diagram of the present invention；
Wherein, 1, L-type reinforced concrete beds；2nd, the first trapezoidal pedestal；3rd, the second trapezoidal pedestal；4th, the 3rd trapezoidal base
Seat；5th, the first high-strength bolt；6th, the second high-strength bolt；7th, the 3rd high-strength bolt；8th, the 4th high-strength bolt；9th, it is concavo-convex
Structure；10th, Corrosion Resistant Frp body.
Embodiment
The present invention is described in more detail with reference to the accompanying drawings and detailed description.
As shown in Figure 1, a kind of retaining wall for hydraulic engineering, including a L-type reinforced concrete beds 1, in addition to first is trapezoidal
Pedestal 2, the second trapezoidal pedestal 4 of trapezoidal pedestal 3 and the 3rd, the first trapezoidal pedestal 2, the second trapezoidal pedestal 3 and L-type steel reinforced concrete
The side of ground 1 is connected by the first high-strength bolt 5.
In the present invention, the first trapezoidal pedestal 2, trapezoidal pedestal 4 these three the trapezoidal pedestals of the second trapezoidal pedestal 3 and the 3rd are in
Block form is arranged and between the upper surface in three pedestal sections in inclination, parallel construction gradually；Meanwhile, the first trapezoidal pedestal 2,
The bottom surface of two trapezoidal pedestal 3 and the 3rd trapezoidal pedestals 4 and L-type reinforced concrete beds 1 respectively by the second high-strength bolt 6,
3rd high-strength bolt 7, the 4th high-strength bolt 8 are connected, and are interconnected between three pedestals by concaveconvex structure 9.
Such structure setting, intensity, dynamics first in view of structure earth-retaining, if second some trapezoidal pedestal goes wrong, as long as
The pedestal is changed, and need not be changed comprehensively, so that maintenance cost is substantially reduced.
In the present invention, the first trapezoidal pedestal 2, the second trapezoidal pedestal 4 of trapezoidal pedestal 3 and the 3rd be armored concrete,
Cobblestone mixed structure, and each base-plates surface is equipped with one layer of Corrosion Resistant Frp body 10.Such material structure can be significantly
Strengthen the overall intensity of retaining wall, using durability degree, and surface is set up after Corrosion Resistant Frp body 10, can greatly strengthen ladder
The corrosion resistant erosion degree of shape pedestal.
Claims (1)
1. a kind of retaining wall for hydraulic engineering, including a L-type reinforced concrete beds, it is characterised in that：Also include the first trapezoidal base
Seat, the second trapezoidal pedestal and the 3rd trapezoidal pedestal, first, second trapezoidal pedestal and L-type the reinforced concrete beds side are logical
Cross per high strength exploitation；Three trapezoidal pedestals are lifted up in block form and are in gradually between upper surface on three pedestal sections
Secondary inclination, parallel construction；Meanwhile, each pedestal and L-type the reinforced concrete beds bottom surface respectively by second, third,
Four high strength exploitations；Interconnected between three pedestals by concaveconvex structure；The first trapezoidal pedestal, second
Trapezoidal pedestal and the 3rd trapezoidal pedestal are armored concrete, cobblestone mixed structure, and each base-plates surface is equipped with one layer
Corrosion Resistant Frp body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510318679.3A CN104988947B (en) | 2015-06-11 | 2015-06-11 | A kind of retaining wall for hydraulic engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510318679.3A CN104988947B (en) | 2015-06-11 | 2015-06-11 | A kind of retaining wall for hydraulic engineering |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104988947A CN104988947A (en) | 2015-10-21 |
| CN104988947B true CN104988947B (en) | 2017-07-21 |
Family
ID=54300829
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510318679.3A Expired - Fee Related CN104988947B (en) | 2015-06-11 | 2015-06-11 | A kind of retaining wall for hydraulic engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104988947B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487304A (en) * | 2018-04-13 | 2018-09-04 | 张剑 | A kind of water conservancy retaining wall |
| CN109958462A (en) * | 2019-04-03 | 2019-07-02 | 江苏金阳交通工程有限公司 | A kind of tunnel sound-proof wall |
| CN111236300A (en) * | 2020-01-13 | 2020-06-05 | 张洋 | Prefabricated base of road or bridge temporary retaining wall |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1451067A (en) * | 2000-06-29 | 2003-10-22 | 李承勋 | Block retaining wall structure and setback locator therefor |
| JP2006291575A (en) * | 2005-04-11 | 2006-10-26 | Kanuka Design:Kk | Retaining wall and method of constructing the same |
| CN101372833A (en) * | 2008-09-10 | 2009-02-25 | 程卫国 | Soil block and method for building retaining wall using the same |
| CN101418575A (en) * | 2007-10-23 | 2009-04-29 | 中铁第一勘察设计院集团有限公司 | L shaped retaining wall, construction method and detection method thereof |
| KR101125725B1 (en) * | 2011-12-23 | 2012-03-26 | 주식회사 강탄산업 | Precast concrete retaining wall and construction method of the same |
| CN203654316U (en) * | 2013-12-20 | 2014-06-18 | 杨文革 | Retaining wall for hydraulic engineering |
-
2015
- 2015-06-11 CN CN201510318679.3A patent/CN104988947B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1451067A (en) * | 2000-06-29 | 2003-10-22 | 李承勋 | Block retaining wall structure and setback locator therefor |
| JP2006291575A (en) * | 2005-04-11 | 2006-10-26 | Kanuka Design:Kk | Retaining wall and method of constructing the same |
| CN101418575A (en) * | 2007-10-23 | 2009-04-29 | 中铁第一勘察设计院集团有限公司 | L shaped retaining wall, construction method and detection method thereof |
| CN101372833A (en) * | 2008-09-10 | 2009-02-25 | 程卫国 | Soil block and method for building retaining wall using the same |
| KR101125725B1 (en) * | 2011-12-23 | 2012-03-26 | 주식회사 강탄산업 | Precast concrete retaining wall and construction method of the same |
| CN203654316U (en) * | 2013-12-20 | 2014-06-18 | 杨文革 | Retaining wall for hydraulic engineering |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104988947A (en) | 2015-10-21 |
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| C06 | Publication | ||
| C10 | Entry into substantive examination | ||
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| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170721 Termination date: 20190611 |
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| CF01 | Termination of patent right due to non-payment of annual fee |