CN206477355U - A kind of retaining wall for hydraulic engineering - Google Patents
A kind of retaining wall for hydraulic engineering Download PDFInfo
- Publication number
- CN206477355U CN206477355U CN201621472707.3U CN201621472707U CN206477355U CN 206477355 U CN206477355 U CN 206477355U CN 201621472707 U CN201621472707 U CN 201621472707U CN 206477355 U CN206477355 U CN 206477355U
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- China
- Prior art keywords
- groove
- drainpipe
- baffle plate
- concrete wall
- wall
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- 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
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- Retaining Walls (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a kind of retaining wall for hydraulic engineering, including ground, pour in the concrete wall on ground, cylinder and the time relay, the ground is provided with a first horizontal drainpipe, provided with a second vertical drainpipe in concrete wall, second drainpipe lower end is connected with the first drainpipe, the wall back of concrete wall is provided tiltedly with a groove, an inclined screen pack is fixedly mounted in the opening of groove, the opening of groove is sealed by described screen pack, the top that concrete wall is located at groove is provided with a mounting groove, the bottom that concrete wall is located at groove is provided with a positioning hole, more than one piece of baffle plate is fixedly mounted in groove, the inclined structure setting of baffle plate, a through hole is equipped with the middle of baffle plate, water-absorbing sponge layer is equipped with baffle surface.The utility model is simple in construction, adds the fastness of retaining wall, and adds water imbibition, the water in soil is quickly suctioned out, it is to avoid soil because of excess moisture and caused by landslide.
Description
Technical field
The utility model is related to hydraulic engineering technical field, more particularly to a kind of retaining wall for hydraulic engineering.
Background technology
Retaining wall for hydraulic engineering is the building on firm slope, to reinforced soil slopes or stoneledge, prevents landslide, prevents projection
Fallen with stone, and protect the safety of pedestrian and nearby buildings, water and soil balance can also be prevented；Retaining wall for hydraulic engineering has
Have it is simple in construction, take up an area less, easy construction and it is cheap many advantages, such as；Current retaining wall for hydraulic engineering is not only widely used in
Highway, urban construction, while being also applied to dam construction, riverbed regulation, port engineering, water and soil conservation, mountain region planning, massif cunning
The prevention and control fields such as slope；Existing retaining wall for hydraulic engineering is assembled frequently with stone to be formed, and its structural strength is poor, and construction period is long,
Poor impact resistance is easily caved in；Retaining wall for hydraulic engineering well can not discharge the ponding in soil simultaneously so that soil
Body water content is big, can influence the intensity of whole concrete wall.
The content of the invention
Technical problem to be solved in the utility model be to provide it is a kind of simple in construction, it is easy to use, add retaining wall
Fastness, and add water imbibition, the water in soil is quickly suctioned out, it is to avoid soil because of excess moisture and caused by collapse
The retaining wall for hydraulic engineering of side.
The utility model is achieved through the following technical solutions：A kind of retaining wall for hydraulic engineering, including ground, pour
In the concrete wall on ground, cylinder and the time relay, the ground is provided with a first horizontal drainpipe, concrete
Provided with a second vertical drainpipe in wall, the second drainpipe lower end is connected with the first drainpipe, the wall back of the body of concrete wall
On be provided tiltedly with a groove, the opening of groove one inclined screen pack of fixed installation, the opening of groove passes through described filtering
Net sealing, the top that concrete wall is located at groove is provided with a mounting groove, and concrete wall is located at the bottom of groove provided with certain
It is fixedly mounted in position hole, groove in the middle of more than one piece of baffle plate, the inclined structure setting of baffle plate, baffle plate and is equipped with a through hole,
Homogeneously it is correspondingly arranged between through hole and through hole, water-absorbing sponge layer is equipped with baffle surface.
As preferred technical scheme, cylinder and the time relay are fixedly installed in mounting groove, the piston on cylinder
Opening along mounting groove is extended in groove, and a straight-bar is fixedly mounted, and straight-bar one end is from top to down through the upper of baffle plate
Water-absorbing sponge layer on through hole and baffle plate, until in insertion positioning hole, straight-bar is located at water-absorbing sponge layer upper end and is fixedly mounted one
Pressing plate.
As preferred technical scheme, concrete wall, which is located at every piece of baffle plate, is fixedly mounted inclined 3rd draining
Pipe, the 3rd drainpipe one end is fixedly connected with the first drainpipe, and the other end is communicated with inside grooves.
As preferred technical scheme, time relay one end is fixedly connected by electric wire with cylinder, and the other end passes through electricity
Line is fixedly connected with extraneous power supply.
The beneficial effects of the utility model are：The utility model is simple in construction, easy to use, is built before changing using stone
The mode built, and by the way of concrete is directly poured, the fastness and service life of retaining wall are added, and pass through
Water-absorbing sponge layer in wall back of the body groove can quickly absorb the moisture in soil, effectively avoid because soil moisture is excessive
The landslide caused.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
Or the accompanying drawing used required in description of the prior art is briefly described, it should be apparent that, drawings in the following description are only
It is some embodiments of the present utility model, for those of ordinary skill in the art, is not paying the premise of creative work
Under, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is overall structure diagram of the present utility model；
Fig. 2 is the partial enlarged drawing at A in Fig. 1.
Embodiment
All features disclosed in this specification, or disclosed all methods or during the step of, except mutually exclusive
Feature and/or step beyond, can combine in any way.
This specification（Including any accessory claim, summary and accompanying drawing）Disclosed in any feature, except non-specifically is chatted
State, can alternative features equivalent by other or with similar purpose replaced.I.e., unless specifically stated otherwise, each feature
It is an example in a series of equivalent or similar characteristics.
As depicted in figs. 1 and 2, a kind of retaining wall for hydraulic engineering of the present utility model, including ground 14, pour in ground 14
On concrete wall 13, cylinder 9 and the time relay（It is not shown）, the ground 14 is provided with a first horizontal drainpipe
15, provided with a second vertical drainpipe 12 in concrete wall 13, the lower end of the second drainpipe 12 is connected with the first drainpipe 15,
The wall back of concrete wall 13 is provided tiltedly with one inclined screen pack 7 of fixed installation, groove in a groove 8, the opening of groove 8
8 opening is sealed by described screen pack 7, can effectively avoid soil from entering in groove by screen pack, concrete wall
13 tops for being located at groove 8 are provided with a mounting groove 10, and the bottom that concrete wall 13 is located at groove 8 is provided with a positioning hole 1, groove
It is fixedly mounted in 8 in the middle of more than one piece of baffle plate 3, the inclined structure setting of baffle plate 3, baffle plate 3 and is equipped with a through hole 4, through hole
Homogeneously it is correspondingly arranged between through hole, water-absorbing sponge layer 5 is equipped with the surface of baffle plate 3, straight-bar is made by one by positioning hole
Individual flexible space.
Cylinder 9 and the time relay are fixedly installed in mounting groove 10, and the piston on cylinder 9 is opened along mounting groove 10
Mouth is extended in groove 8, and a straight-bar 2 is fixedly mounted, and the one end of straight-bar 2 passes through the upper through hole 4 and baffle plate of baffle plate 3 from top to down
Water-absorbing sponge layer 5 on 3, until in insertion positioning hole 1, straight-bar 2 is located at 5 upper end of water-absorbing sponge layer and a pressing plate 6 is fixedly mounted.
Concrete wall 13, which is located at every piece of baffle plate 3, is fixedly mounted inclined 3rd drainpipe 11, the 3rd drainpipe
11 one end are fixedly connected with the first drainpipe 12, and the other end inside groove 8 with communicating.
Time relay one end is fixedly connected by electric wire with cylinder 9, and the other end is fixed by electric wire with extraneous power supply to be connected
Connect, the time relay need to set data in advance, after the defined time is reached, the time relay just can quickly start gas
Cylinder, and after the past period, the time relay may turn off cylinder.
Operation principle：Moisture in soil can rapidly and effectively be absorbed by the water-absorbing sponge layer being arranged on baffle plate,
After the defined time is reached, cylinder will start, and cylinder upper piston has driven the movement of straight-bar, moves down straight-bar, and
Pressing plate on straight-bar can also follow straight-bar to move, and pressing plate can will effectively absorb spongy layer after moving down and flatten, will
Water after water extrusion in water-absorbing sponge layer, extrusion can be flowed into the first drainpipe along the 3rd corresponding drainpipe,
Flowed into again along the first drainpipe in the second drainpipe, until water is flowed to by the external world by the second drainpipe, wherein, in order to avoid
The refluence of water is so as to be incline structure by baffle plate setting so that water can only be flowed down along the inclined plane of baffle plate.
The beneficial effects of the utility model are：The utility model is simple in construction, easy to use, is built before changing using stone
The mode built, and by the way of concrete is directly poured, the fastness and service life of retaining wall are added, and pass through
Water-absorbing sponge layer in wall back of the body groove can quickly absorb the moisture in soil, effectively avoid because soil moisture is excessive
The landslide caused.
It is described above, embodiment only of the present utility model, but protection domain of the present utility model do not limit to
In this, any change or replacement expected without creative work should all be covered within protection domain of the present utility model.
Therefore, protection domain of the present utility model should be determined by the scope of protection defined in the claims.
Claims (4)
1. a kind of retaining wall for hydraulic engineering, it is characterised in that：Including ground, pour in the concrete wall on ground, cylinder and
Provided with a second vertical draining in the time relay, the first drainpipe of the ground provided with a transverse direction, concrete wall
Pipe, the second drainpipe lower end is connected with the first drainpipe, and the wall back of concrete wall is provided tiltedly with a groove, the opening of groove
One inclined screen pack of upper fixed installation, the opening of groove is sealed by described screen pack, and concrete wall is located at groove
Top is provided with a mounting groove, and the bottom that concrete wall is located at groove is provided with more than one piece of fixed installation in a positioning hole, groove
Baffle plate, baffle plate inclined structure setting is equipped with a through hole in the middle of baffle plate, is homogeneously correspondingly arranged between through hole and through hole,
Water-absorbing sponge layer is equipped with baffle surface.
2. retaining wall for hydraulic engineering according to claim 1, it is characterised in that：Cylinder and the time relay are fixedly mounted
In in mounting groove, the piston on cylinder is extended in groove along the opening of mounting groove, and a straight-bar, straight-bar one end is fixedly mounted
From top to down through the water-absorbing sponge layer on the upper through hole and baffle plate of baffle plate, until in insertion positioning hole, straight-bar is located at water suction
A pressing plate is fixedly mounted in spongy layer upper end.
3. retaining wall for hydraulic engineering according to claim 1, it is characterised in that：Concrete wall is located at equal at every piece of baffle plate
Inclined 3rd drainpipe is fixedly mounted, the 3rd drainpipe one end is fixedly connected with the first drainpipe, in the other end and groove
Portion is communicated.
4. retaining wall for hydraulic engineering according to claim 1, it is characterised in that：Time relay one end passes through electric wire and gas
Cylinder is fixedly connected, and the other end is fixedly connected by electric wire with extraneous power supply.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621472707.3U CN206477355U (en) | 2016-12-30 | 2016-12-30 | A kind of retaining wall for hydraulic engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621472707.3U CN206477355U (en) | 2016-12-30 | 2016-12-30 | A kind of retaining wall for hydraulic engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206477355U true CN206477355U (en) | 2017-09-08 |
Family
ID=59750483
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621472707.3U Expired - Fee Related CN206477355U (en) | 2016-12-30 | 2016-12-30 | A kind of retaining wall for hydraulic engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206477355U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108331012A (en) * | 2018-03-12 | 2018-07-27 | 中国建筑第二工程局有限公司 | Retaining wall structure for civil construction and construction method thereof |
| CN112709255A (en) * | 2021-02-04 | 2021-04-27 | 王坤 | Drainage structure of retaining wall for building engineering construction |
| CN113309045A (en) * | 2021-06-17 | 2021-08-27 | 河南舜禹水利建筑工程有限公司 | Seepage-proofing water-stopping structure for hydraulic engineering |
-
2016
- 2016-12-30 CN CN201621472707.3U patent/CN206477355U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108331012A (en) * | 2018-03-12 | 2018-07-27 | 中国建筑第二工程局有限公司 | Retaining wall structure for civil construction and construction method thereof |
| CN108331012B (en) * | 2018-03-12 | 2023-07-25 | 中国建筑第二工程局有限公司 | Retaining wall structure for civil construction and construction method thereof |
| CN112709255A (en) * | 2021-02-04 | 2021-04-27 | 王坤 | Drainage structure of retaining wall for building engineering construction |
| CN113309045A (en) * | 2021-06-17 | 2021-08-27 | 河南舜禹水利建筑工程有限公司 | Seepage-proofing water-stopping structure for hydraulic engineering |
| CN113309045B (en) * | 2021-06-17 | 2022-11-01 | 河南舜禹水利建筑工程有限公司 | Seepage-proofing water-stopping structure for hydraulic engineering |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: Dragon Street Longgang City Center District of Shenzhen City, Guangdong province 518000 Lung Cheung Road A2 Pearl River Plaza No. 9009 building 3F Patentee after: Success Construction Company Limited Address before: Dragon Street Longgang City Center District of Shenzhen City, Guangdong province 518000 Lung Cheung Road A2 Pearl River Plaza No. 9009 building 3F Patentee before: Shenzhen grand Construction Co., Ltd. |
|
| 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: 20170908 Termination date: 20191230 |