CN106192884A - A kind of retaining wall for hydraulic engineering - Google Patents
A kind of retaining wall for hydraulic engineering Download PDFInfo
- Publication number
- CN106192884A CN106192884A CN201610806757.9A CN201610806757A CN106192884A CN 106192884 A CN106192884 A CN 106192884A CN 201610806757 A CN201610806757 A CN 201610806757A CN 106192884 A CN106192884 A CN 106192884A
- Authority
- CN
- China
- Prior art keywords
- noumenon
- retaining wall
- hole
- connector
- hydraulic engineering
- 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.)
- Pending
Links
- 238000005260 corrosion Methods 0.000 claims abstract description 13
- 239000000725 suspension Substances 0.000 claims abstract description 11
- 239000002689 soil Substances 0.000 claims abstract description 9
- 238000007789 sealing Methods 0.000 claims abstract description 6
- 238000010276 construction Methods 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012806 monitoring device Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000011152 fibreglass Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 239000004575 stone Substances 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a kind of retaining wall for hydraulic engineering, including the first noumenon, second body, suspension ring, hole to be provided body, seal cap, anchor rod, nut, connector, protruding, anchor hole, anti-corrosion layer, it is equipped with anchor rod on described the first noumenon and the second body, the first noumenon is connected by connector and the second body, connector is connected by nut and anchor rod are fixing, the first noumenon and the second body are provided with suspension ring, it is equipped with projection on the first noumenon and the second body prism, anchor hole, protruding for increasing the frictional force between retaining wall and the soil body, the first noumenon and second internal are provided with hole to be provided body, hole to be provided body upper end is provided with sealing cap, the first noumenon and second body one end are equipped with anti-corrosion layer.This retaining wall for hydraulic engineering is simple to manufacture, and is combined into one by multiple retaining walls, easy construction, and the projection that skew back face is arranged increases the frictional force between retaining wall and the soil body, makes structure more stable.
Description
Technical field
The present invention relates to water engineering facility, be specifically related to a kind of retaining wall for hydraulic engineering.
Background technology
Retaining wall refers to that supporting the dam dam foundation bankets or the hillside soil body, prevent from banketing or the structure of soil deformation unstability.
Existing retaining wall generally uses stone to assemble and forms, and its structural strength is poor, and construction period is long, and poor impact resistance is susceptible to
Landslide, the most existing retaining wall outward appearance is ugly, does not meets the requirement of modern residential environment, and currently used retaining wall is general
Being all to be poured by the armored concrete of monoblock to form, its firmness degree is fine, but corrosion-resistant difference, and use the time one long easily
Cracking, owing to being integral installation, so keeping in repair extremely difficult after Kai Lie, causes maintenance cost to increase.
Summary of the invention
It is an object of the invention to provide a kind of retaining wall for hydraulic engineering, with asking of solving to propose in above-mentioned background technology
Topic.
For achieving the above object, the present invention provides following technical scheme: a kind of retaining wall for hydraulic engineering, including first
Body, the second body, suspension ring, hole to be provided body, sealing cap, anchor rod, nut, connector, projection, anchor hole, anti-corrosion layer, described
Being equipped with anchor rod on the first noumenon and the second body, the first noumenon is connected by connector and the second body, and connector passes through
Nut is fixing with anchor rod to be connected, and the first noumenon and the second body are provided with on suspension ring, the first noumenon and the second body prism
Being equipped with projection, anchor hole, protruding for increasing the frictional force between retaining wall and the soil body, the first noumenon and second internal set
There are hole to be provided body, hole to be provided body upper end to be provided with sealing cap, the first noumenon and second body one end and are equipped with anti-corrosion layer.
Preferably, the space formed between described the first noumenon and the second body uses waterproof roll to seal.
Preferably, it is provided with drainage channel inside described the first noumenon and the second body.
Compared with prior art, the invention has the beneficial effects as follows: this retaining wall for hydraulic engineering is simple to manufacture, by multiple gears
Cob wall is combined into one, easy construction；The projection that skew back face is arranged increases the frictional force between retaining wall and the soil body, makes structure
More stable；The pressure in monitoring device monitoring retaining wall, humidity can be placed by hole to be provided body, prevent emergency case from sending out
Raw；The anti-corrosion layer arranged can extend the service life of retaining wall.
Accompanying drawing explanation
Fig. 1 is present configuration schematic diagram.
In figure: 1-the first noumenon, 2-hole to be provided body, 3-seals cap, 4-suspension ring, 5-the second body, and 6-anchor rod, 7-is convex
Rise, 8-anchor hole, 9-anti-corrosion layer, 10-connector, 11-nut, 12-drainage channel.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Describe, it is clear that described embodiment is only a part of embodiment of the present invention rather than whole embodiments wholely.Based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under not making creative work premise
Embodiment, broadly falls into the scope of protection of the invention.
Refer to Fig. 1, a kind of embodiment that the present invention provides: a kind of retaining wall for hydraulic engineering, including the first noumenon 1, the
Two bodies 5, suspension ring 4, hole to be provided body 2, seal cap 3, anchor rod 6, nut 11, connector 10, protruding 7, anchor hole 8, corrosion-resistant
Layer 9, described the first noumenon 1 and the second body 5 are equipped with anchor rod 6, and the first noumenon 1 is by connector 10 and the second body 5
Connecting, connector 10 is fixed with anchor rod 6 by nut 11 and is connected, and the first noumenon 1 and the second body 5 are provided with suspension ring 4, and first
Being equipped with projection 7, anchor hole 8 on body 1 and the second body 5 prism, protruding 7 for increasing rubbing between retaining wall and the soil body
Wiping power, is provided with hole to be provided body 2 in the first noumenon 1 and the second body 5, hole to be provided body 2 upper end is provided with sealing cap 3, the first noumenon 1 He
Second body 5 one end is equipped with anti-corrosion layer 9, and the space formed between the first noumenon 1 and the second body 5 uses waterproof roll close
Envelope, is provided with drainage channel 12 inside the first noumenon 1 and the second body 5.
Specifically used mode: in the present invention, by the first noumenon the 1, second body 5, suspension ring 4, hole to be provided body 2, seals cap
3, anchor rod 6, nut 11, connector 10, projection 7, anchor hole 8, anti-corrosion layer 9 constitute this device, are lifted by suspension ring 4
The first noumenon the 1, second body 5, is then spliced in one by connector 10 and is fixed on anchor rod 6 by nut 11,
Further by anchor hole 8, timber or other rigid material are squeezed into ground, increase fastness, the hole to be provided body 2 of setting
Can inside place monitoring device to seal with sealing cap 3 simultaneously, the stable performance of retaining wall can be monitored at any time, prevent burst
Situation occurs, and discharges outside wall by drainage channel 12 by the water oozing out the soil body, and the anti-corrosion layer of setting uses fiberglass body extension
Retaining wall service life.
It is obvious to a person skilled in the art that the invention is not restricted to the details of above-mentioned one exemplary embodiment, Er Qie
In the case of the spirit or essential attributes of the present invention, it is possible to realize the present invention in other specific forms.Therefore, no matter
From the point of view of which point, all should regard embodiment as exemplary, and be nonrestrictive, the scope of the present invention is by appended power
Profit requires rather than described above limits, it is intended that all by fall in the implication of equivalency and scope of claim
Change is included in the present invention.Should not be considered as limiting involved claim by any reference in claim.
Although moreover, it will be appreciated that this specification is been described by according to embodiment, but the most each embodiment only wraps
Containing an independent technical scheme, this narrating mode of description is only that for clarity sake those skilled in the art should
Description can also be formed those skilled in the art through appropriately combined as an entirety, the technical scheme in each embodiment
May be appreciated other embodiments.
Claims (3)
1. a retaining wall for hydraulic engineering, including the first noumenon (1), the second body (5), suspension ring (4), hole to be provided body (2), seals
Cap (3), anchor rod (6), nut (11), connector (10), protruding (7), anchor hole (8), anti-corrosion layer (9), it is characterised in that:
Being equipped with anchor rod (6) on described the first noumenon (1) and the second body (5), the first noumenon (1) passes through connector (10) and second
Body (5) connects, and connector (10) is connected by nut (11) and anchor rod (6) are fixing, the first noumenon (1) and the second body
(5) it is provided with on suspension ring (4), the first noumenon (1) and the second body (5) prism and is equipped with projection (7), anchor hole (8), protruding
(7) in increasing the frictional force between retaining wall and the soil body, the first noumenon (1) and the second body (5), it is provided with hole to be provided body
(2), hole to be provided body (2) upper end is provided with sealing cap (3), and the first noumenon (1) and the second body (5) one end are equipped with anti-corrosion layer
(9).
A kind of retaining wall for hydraulic engineering the most according to claim 1, it is characterised in that described the first noumenon (1) and second
The space formed between body (5) uses waterproof roll to seal.
A kind of retaining wall for hydraulic engineering the most according to claim 1, it is characterised in that described the first noumenon (1) and second
Body (5) the inside is provided with drainage channel (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610806757.9A CN106192884A (en) | 2016-09-07 | 2016-09-07 | A kind of retaining wall for hydraulic engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610806757.9A CN106192884A (en) | 2016-09-07 | 2016-09-07 | A kind of retaining wall for hydraulic engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106192884A true CN106192884A (en) | 2016-12-07 |
Family
ID=58067912
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610806757.9A Pending CN106192884A (en) | 2016-09-07 | 2016-09-07 | A kind of retaining wall for hydraulic engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106192884A (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20050113128A (en) * | 2004-05-27 | 2005-12-01 | 이정수 | Plantable reinforced earth wall and its block and construction method of reinforced earth wall |
| KR100592720B1 (en) * | 2005-11-02 | 2006-06-28 | (주)원엔지니어링 | Breast wall construction of assembly type for road |
| CN102691308A (en) * | 2012-05-15 | 2012-09-26 | 西南交通大学 | Reinforced gravity type retaining wall antiknock construction |
| CN203113374U (en) * | 2013-02-21 | 2013-08-07 | 哈尔滨职业技术学院 | Strengthening type verdurization retaining wall |
| CN103452130A (en) * | 2013-08-20 | 2013-12-18 | 中铁第四勘察设计院集团有限公司 | Prestressing force reinforcing mesh ribbing earth pillar plate type retaining wall |
| CN103758084A (en) * | 2014-01-27 | 2014-04-30 | 浙江水利水电学院 | Ecological river interlocking type building blocks and construction method for building protection ridge through building blocks |
| CN203639941U (en) * | 2013-12-27 | 2014-06-11 | 重庆科技学院 | Balance weight type 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 |
| CN203834511U (en) * | 2014-04-24 | 2014-09-17 | 浙江省交通工程建设集团第三交通工程有限公司 | Bolting-grouting retaining wall with specially-shaped section |
| CN105421485A (en) * | 2015-10-30 | 2016-03-23 | 杭州江润科技有限公司 | Construction method of high-fill prefabricated cast-in-situ combined pile slab wall protection structure |
-
2016
- 2016-09-07 CN CN201610806757.9A patent/CN106192884A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20050113128A (en) * | 2004-05-27 | 2005-12-01 | 이정수 | Plantable reinforced earth wall and its block and construction method of reinforced earth wall |
| KR100592720B1 (en) * | 2005-11-02 | 2006-06-28 | (주)원엔지니어링 | Breast wall construction of assembly type for road |
| CN102691308A (en) * | 2012-05-15 | 2012-09-26 | 西南交通大学 | Reinforced gravity type retaining wall antiknock construction |
| CN203113374U (en) * | 2013-02-21 | 2013-08-07 | 哈尔滨职业技术学院 | Strengthening type verdurization retaining wall |
| CN103452130A (en) * | 2013-08-20 | 2013-12-18 | 中铁第四勘察设计院集团有限公司 | Prestressing force reinforcing mesh ribbing earth pillar plate type 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 |
| CN203639941U (en) * | 2013-12-27 | 2014-06-11 | 重庆科技学院 | Balance weight type retaining wall |
| CN103758084A (en) * | 2014-01-27 | 2014-04-30 | 浙江水利水电学院 | Ecological river interlocking type building blocks and construction method for building protection ridge through building blocks |
| CN203834511U (en) * | 2014-04-24 | 2014-09-17 | 浙江省交通工程建设集团第三交通工程有限公司 | Bolting-grouting retaining wall with specially-shaped section |
| CN105421485A (en) * | 2015-10-30 | 2016-03-23 | 杭州江润科技有限公司 | Construction method of high-fill prefabricated cast-in-situ combined pile slab wall protection structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20161207 |
|
| WD01 | Invention patent application deemed withdrawn after publication |