CN104988947B - A kind of retaining wall for hydraulic engineering - Google Patents

A kind of retaining wall for hydraulic engineering Download PDF

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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
Application number
CN201510318679.3A
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Chinese (zh)
Other versions
CN104988947A (en
Inventor
周文
曹琳
曹波
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
North China University of Water Resources and Electric Power
Original Assignee
North China University of Water Resources and Electric Power
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by North China University of Water Resources and Electric Power filed Critical North China University of Water Resources and Electric Power
Priority to CN201510318679.3A priority Critical patent/CN104988947B/en
Publication of CN104988947A publication Critical patent/CN104988947A/en
Application granted granted Critical
Publication of CN104988947B publication Critical patent/CN104988947B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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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

A kind of retaining wall for hydraulic engineering
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.
CN201510318679.3A 2015-06-11 2015-06-11 A kind of retaining wall for hydraulic engineering Expired - Fee Related CN104988947B (en)

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

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Family Applications (1)

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CN201510318679.3A Expired - Fee Related CN104988947B (en) 2015-06-11 2015-06-11 A kind of retaining wall for hydraulic engineering

Country Status (1)

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Families Citing this family (3)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Patent Citations (6)

* Cited by examiner, † Cited by third party
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

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