CN104863175B - Hydraulic engineering retaining wall - Google Patents

Hydraulic engineering retaining wall Download PDF

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Publication number
CN104863175B
CN104863175B CN201510188972.2A CN201510188972A CN104863175B CN 104863175 B CN104863175 B CN 104863175B CN 201510188972 A CN201510188972 A CN 201510188972A CN 104863175 B CN104863175 B CN 104863175B
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CN
China
Prior art keywords
ground
concrete wall
concrete
steel
corrosion
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
CN201510188972.2A
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Chinese (zh)
Other versions
CN104863175A (en
Inventor
王凤群
刘欣
海琴
张靖
崔文娟
李利琴
张锦霞
魏鹏
郭孝义
沈振锋
刘远征
李涛
郭淑君
李移
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.)
HENAN YELLOW RIVER RECONNAISSANCE DESIGN AND RESEARCH INSTITUTE
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HENAN YELLOW RIVER RECONNAISSANCE DESIGN AND RESEARCH INSTITUTE
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Priority to CN201510188972.2A priority Critical patent/CN104863175B/en
Publication of CN104863175A publication Critical patent/CN104863175A/en
Application granted granted Critical
Publication of CN104863175B publication Critical patent/CN104863175B/en
Expired - Fee Related legal-status Critical Current
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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls

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  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Retaining Walls (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

The invention discloses a kind of hydraulic engineering retaining wall, including concrete wall, concrete wall is made up of concrete slab and built-in reinforcing rod, steel connecting elements is installed at concrete wall inner top surface, steel connecting elements top is fixed on concrete wall, it is connected with a steel supporting component bottom it, weld between steel supporting component with steel connecting elements, it is positioned at bottom concrete wall on a ground, embed bottom concrete wall and be arranged in ground, reinforcing plate it is transversely provided with in ground, reinforcing plate two ends are connected with ground by buffer stopper, concrete walls body side surface is provided with diagonal bar, triangular structure is formed between diagonal bar and concrete wall and ground.This hydraulic engineering is solid and reliable by retaining wall entirety, can coordinate with surrounding member and coincide to be connected, have good resistance to impact, compressive resistance is strong, having good drainage performance, between structure and structure, connectivity is tight simultaneously, it is adaptable to capital construction and the reinforcing of engineering.

Description

Hydraulic engineering retaining wall
Technical field
The present invention relates to a kind of retaining wall, particularly to a kind of hydraulic engineering retaining wall.
Background technology
Along with expansion and the demand of the energy in city, underground piping gets more and more, plays and act on widely in daily life, and different underground pipings has different functions.When installing these pipelines, landfill depth typically can not be too deep, crosses and is deeply the most very likely crushed, cause rupturing of pipeline, if sewage conduct, after sewage flows out pipeline, surrounding be will also result in pollution, even if employing tube material, but because its corrosion resistance is not strong, it is easily subject in moistening underground corrode, causes and leak, after leaking, sewage diffusion is very fast, is not easily susceptible to control.Accordingly, it would be desirable to build retaining wall, in order to good gear soil effect and gear scrubbing water etc. can be played and act on, but general retaining wall self structure imperfection, cause using effect not good enough.
Summary of the invention
The technical problem to be solved in the present invention is: overcome the problems referred to above, it is provided that a kind of overall solid and reliable, can coordinate with surrounding member and coincide to be connected, have good resistance to impact, the hydraulic engineering retaining wall that compressive resistance is strong.
nullTo achieve these goals,The technical solution used in the present invention is such that the hydraulic engineering retaining wall of the present invention,Including concrete wall,Concrete wall is made up of concrete slab and built-in reinforcing rod,Steel connecting elements is installed at concrete wall inner top surface,Steel connecting elements top is fixed on concrete wall,It is connected with a steel supporting component bottom it,Weld between steel supporting component with steel connecting elements,It is positioned at bottom concrete wall on a ground,Embed bottom concrete wall and be arranged in ground,Reinforcing plate it is transversely provided with in ground,Reinforcing plate two ends are connected with ground by buffer stopper,Concrete walls body side surface is provided with diagonal bar,Triangular structure is formed between diagonal bar and concrete wall and ground,Diagonal bar is connected with concrete wall and ground respectively by clip,Corrosion-resistant plate is vertically installed between diagonal bar and ground,The built-in steel bar of corrosion-resistant plate,Corrosion-resistant plate more than one,And it is interspersed with connecting plate between corrosion-resistant plate two-by-two,Connecting plate is fixed on corrosion-resistant plate.
Further, as a kind of concrete version, reinforcing plate of the present invention uses high molecule plastic material composition.
Further, as a kind of concrete version, ground of the present invention offering gutter, gutter is vertically arranged on ground.
Further, as a kind of concrete version, being additionally provided with sand bedding course between concrete wall of the present invention and ground, sand bedding course surface is equipped with non-woven fabrics.
Further, as a kind of concrete version, extend in ground bottom steel supporting component of the present invention.
Further, as a kind of concrete version, resistant material structure sheaf in ground of the present invention, it is filled with.
Further, as a kind of concrete version, the built-in dowel of connecting plate of the present invention.
Compared with prior art, it is an advantage of the current invention that: this hydraulic engineering retaining wall entirety is solid and reliable, can coordinate with surrounding member and coincide to be connected, there is good resistance to impact, compressive resistance is strong, having good drainage performance, between structure and structure, connectivity is tight simultaneously, it is adaptable to capital construction and the reinforcing of engineering.
Accompanying drawing explanation
The present invention is further described with embodiment below in conjunction with the accompanying drawings.
Fig. 1 is the structural representation of the present invention;
In figure: 1. concrete wall;2. steel connecting elements;3. steel supporting component;4. ground;5. reinforcing plate;6. diagonal bar;7. corrosion-resistant plate;8. connecting plate.
Detailed description of the invention
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the schematic diagram of simplification, and the basic structure of the present invention is described the most in a schematic way, and therefore it only shows the composition relevant with the present invention.
nullThe preferred embodiment of hydraulic engineering retaining wall of the present invention as shown in Figure 1,Including concrete wall 1,Concrete wall 1 is made up of concrete slab and built-in reinforcing rod,At concrete wall 1 inner top surface, steel connecting elements 2 is installed,Steel connecting elements 2 top is fixed on concrete wall 1,It is connected with a steel supporting component 3 bottom it,Weld between steel supporting component 3 with steel connecting elements 2,It is positioned at bottom concrete wall 1 on a ground 4,Embed bottom concrete wall 1 and be arranged in ground 4,Reinforcing plate 5 it is transversely provided with in ground 4,Reinforcing plate 5 two ends are connected with ground 4 by buffer stopper,Concrete wall 1 side is provided with diagonal bar 6,Triangular structure is formed between diagonal bar 6 and concrete wall 1 and ground 4,Diagonal bar 6 is connected with concrete wall 1 and ground 4 respectively by clip,Corrosion-resistant plate 7 is vertically installed between diagonal bar 6 and ground 4,The built-in steel bar of corrosion-resistant plate 7,Corrosion-resistant plate 7 more than one,And it is interspersed with connecting plate 8 between corrosion-resistant plate 7 two-by-two,Connecting plate 8 is fixed on corrosion-resistant plate 7,Described reinforcing plate 5 uses high molecule plastic material to form,Gutter is offered on described ground 4,Gutter is vertically arranged on ground 4,It is additionally provided with sand bedding course between described concrete wall 1 and ground 4,Sand bedding course surface is equipped with non-woven fabrics,Extend in ground 4 bottom described steel supporting component 3,It is filled with resistant material structure sheaf in described ground 4,The described built-in dowel of connecting plate 8.
The hydraulic engineering retaining wall entirety of the present invention is solid and reliable, can coordinate with surrounding member and coincide to be connected, have good resistance to impact, compressive resistance is strong, having good drainage performance, between structure and structure, connectivity is tight simultaneously, it is adaptable to capital construction and the reinforcing of engineering.Described reinforcing plate 5 uses high molecule plastic material to form, and improves the self structure hardness of reinforcing plate 5;Offering gutter on described ground 4, gutter is vertically arranged on ground 4, it is simple to sewage is discharged;Being additionally provided with sand bedding course between described concrete wall 1 and ground 4, sand bedding course surface is equipped with non-woven fabrics, can be connected carrying out secure seal between concrete wall 1 with ground 4;Extend in bottom described steel supporting component 3 in ground 4 so that it is steel supporting component 3 is difficult to impaired, and stable connection;It is filled with resistant material structure sheaf, it is to avoid ground 4 is impaired in described ground 4;The described built-in dowel of connecting plate 8, switching performance is better.
With the above-mentioned desirable embodiment according to the present invention for enlightenment, by above-mentioned description, relevant staff can carry out various change and amendment completely in the range of without departing from this invention technological thought.The content that the technical scope of this invention is not limited in description, it is necessary to determine its technical scope according to right.

Claims (1)

  1. null1. a hydraulic engineering retaining wall,Including concrete wall,It is characterized in that: concrete wall is made up of concrete slab and built-in reinforcing rod,Steel connecting elements is installed at concrete wall inner top surface,Steel connecting elements top is fixed on concrete wall,It is connected with a steel supporting component bottom it,Weld between steel supporting component with steel connecting elements,It is positioned at bottom concrete wall on a ground,Embed bottom concrete wall and be arranged in ground,Reinforcing plate it is transversely provided with in ground,Reinforcing plate two ends are connected with ground by buffer stopper,Concrete walls body side surface is provided with diagonal bar,Triangular structure is formed between diagonal bar and concrete wall and ground,Diagonal bar is connected with concrete wall and ground respectively by clip,Corrosion-resistant plate is vertically installed between diagonal bar and ground,The built-in steel bar of corrosion-resistant plate,Corrosion-resistant plate more than one,And it is interspersed with connecting plate between corrosion-resistant plate two-by-two,Connecting plate is fixed on corrosion-resistant plate;Described reinforcing plate uses high molecule plastic material composition;Offering gutter on described ground, gutter is vertically arranged on ground;Being additionally provided with sand bedding course between described concrete wall and ground, sand bedding course surface is equipped with non-woven fabrics;Extend in ground bottom described steel supporting component;Resistant material structure sheaf it is filled with in described ground;The built-in dowel of described connecting plate.
CN201510188972.2A 2015-04-21 2015-04-21 Hydraulic engineering retaining wall Expired - Fee Related CN104863175B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510188972.2A CN104863175B (en) 2015-04-21 2015-04-21 Hydraulic engineering retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510188972.2A CN104863175B (en) 2015-04-21 2015-04-21 Hydraulic engineering retaining wall

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CN104863175A CN104863175A (en) 2015-08-26
CN104863175B true CN104863175B (en) 2016-10-05

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Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108661070A (en) * 2018-05-22 2018-10-16 钟利芬 A kind of water conservancy construction retaining wall

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203113374U (en) * 2013-02-21 2013-08-07 哈尔滨职业技术学院 Strengthening type verdurization retaining wall
CN203741868U (en) * 2013-10-11 2014-07-30 山西宏厦建筑工程有限公司 Reinforced concrete retaining wall structure with combined anchor wire
CN204000522U (en) * 2014-07-10 2014-12-10 浙江金筑交通建设有限公司 A kind of novel roadbed retaining structure
CN204000929U (en) * 2014-07-22 2014-12-10 江阴市水资源管理办公室 Retaining wall for hydraulic engineering

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08158383A (en) * 1994-12-08 1996-06-18 Iwamoto:Kk Execution method of retaining wall, etc.

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203113374U (en) * 2013-02-21 2013-08-07 哈尔滨职业技术学院 Strengthening type verdurization retaining wall
CN203741868U (en) * 2013-10-11 2014-07-30 山西宏厦建筑工程有限公司 Reinforced concrete retaining wall structure with combined anchor wire
CN204000522U (en) * 2014-07-10 2014-12-10 浙江金筑交通建设有限公司 A kind of novel roadbed retaining structure
CN204000929U (en) * 2014-07-22 2014-12-10 江阴市水资源管理办公室 Retaining wall for hydraulic engineering

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C41 Transfer of patent application or patent right or utility model
CB03 Change of inventor or designer information

Inventor after: Wang Fengqun

Inventor after: Shen Zhenfeng

Inventor after: Liu Yuanzheng

Inventor after: Li Tao

Inventor after: Guo Shujun

Inventor after: Li Yi

Inventor after: Liu Xin

Inventor after: Hai Qin

Inventor after: Zhang Jing

Inventor after: Cui Wenjuan

Inventor after: Li Liqin

Inventor after: Zhang Jinxia

Inventor after: Wei Peng

Inventor after: Guo Xiaoyi

Inventor before: Liang Feng

COR Change of bibliographic data
TA01 Transfer of patent application right

Effective date of registration: 20160831

Address after: 450000 No. 12 Jinshui Road, Henan, Zhengzhou

Applicant after: HENAN YELLOW RIVER RECONNAISSANCE DESIGN AND RESEARCH INSTITUTE

Applicant after: Shen Zhenfeng

Applicant after: Liu Yuanzheng

Applicant after: Li Tao

Applicant after: Guo Shujun

Applicant after: Li Yi

Applicant after: Liu Xin

Applicant after: Hai Qin

Applicant after: Zhang Jing

Applicant after: Cui Wenjuan

Applicant after: Li Liqin

Applicant after: Zhang Jinxia

Applicant after: Wei Peng

Applicant after: Guo Xiaoyi

Address before: 610000 Sichuan Province, Qingyang District, Jinyang Road, No. 7, building 6, building 19, No. 112

Applicant before: CHENGDU JIAMEIJIA SCIENCE & TECHNOLOGY CO., LTD.

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CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20161005

Termination date: 20180421