CN108625392A - A kind of water conservancy construction retaining wall - Google Patents
A kind of water conservancy construction retaining wall Download PDFInfo
- Publication number
- CN108625392A CN108625392A CN201810461036.8A CN201810461036A CN108625392A CN 108625392 A CN108625392 A CN 108625392A CN 201810461036 A CN201810461036 A CN 201810461036A CN 108625392 A CN108625392 A CN 108625392A
- Authority
- CN
- China
- Prior art keywords
- baffle
- wall
- main wall
- water
- conservancy construction
- 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.)
- Granted
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 76
- 238000010276 construction Methods 0.000 title claims abstract description 24
- 238000000034 method Methods 0.000 description 4
- 238000002360 preparation method Methods 0.000 description 4
- 238000005259 measurement Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 206010015535 Euphoric mood Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- 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)
- 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)
- Bridges Or Land Bridges (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of water conservancy construction retaining walls, including main wall, first baffle, water pipe and second baffle, secondary wall is provided on the right side of the main wall, and secondary wall periphery is provided with connecting plate, the inside of the connecting plate, which is run through, screw, the first baffle is installed on the inside of secondary wall, and sliding rail is provided on the right side of first baffle, the inside of the sliding rail, which is run through, sliding block, it is fixed with swivel nut on the left of the first baffle, and the both sides up and down of swivel nut run through have Nut column, it is connected with connecting pole on the left of the swivel nut, the water pipe is installed on the inside of main wall, and the inside of water pipe is through there is aqueduct valve, the second baffle is installed on the left side of main wall, the main wall is internally provided with graduation mark.The water conservancy construction retaining wall is provided with second baffle, and the impact force of water is carried out alleviation reduction by the second baffle of U-shaped shape, and the impact force for avoiding water is excessive, the problem of to cause metope to collapse, while also increasing cob wall and being withstood forces to the impact force of flood.
Description
Technical field
The present invention relates to hydraulic engineering technical field, specially a kind of water conservancy construction retaining wall.
Background technology
Being presently used for the retaining wall structures such as dyke, highway, railway pattern mainly has concrete retaining wall, stone masonry earth-retaining
Wall, concrete precast block ecology retaining wall, lattice guest's gabion ecology retaining wall etc., for dyke retaining wall, one side is close
The water bodys such as rivers and lakes, probably fall into water body when passerby passes by, hydraulic engineering used with retaining wall it is more and more extensive,
Development at this stage is also to become better and better.
Retaining wall height in the market is unadjustable, solves to be easy to diffuse out when water level is excessively high, to cause cob wall to collapse, together
When quantities it is big, cost is high, and small problem is also withstood forces to flood impact force, for this purpose, it is proposed that a kind of water conservancy construction
Retaining wall.
Invention content
The purpose of the present invention is to provide a kind of water conservancy construction retaining walls, to solve earth-retaining mentioned above in the background art
Wall height is unadjustable, solves to be easy to diffuse out when water level is excessively high, and to cause cob wall to collapse, while quantities is big, and cost is high,
The problem of small problem also is withstood forces to flood impact force.
To achieve the above object, the present invention provides the following technical solutions：A kind of water conservancy construction retaining wall, including main wall,
One baffle, water pipe and second baffle are provided with secondary wall on the right side of the main wall, and secondary wall periphery is provided with connecting plate, the company
The inside of fishplate bar, which is run through, has screw, the first baffle to be installed on the inside of secondary wall, and sliding rail is provided on the right side of first baffle,
The inside of the sliding rail is fixed with swivel nut, and the both sides up and down of swivel nut are run through through there is sliding block on the left of the first baffle
There is Nut column, connecting pole is connected on the left of the swivel nut, the water pipe is installed on the inside of main wall, and the inside of water pipe is run through
There is aqueduct valve, fixed plate is installed above the water pipe, and fixed plate is internally provided with screw thread item, the second baffle
It is installed on the left side of main wall, the main wall is internally provided with graduation mark.
Preferably, the main wall constitutes detachable structure with secondary wall by connecting plate, and is spiral shell between screw and connecting plate
Line connects.
Preferably, the first baffle constitutes slide construction with sliding rail by sliding block, and first baffle passes through spiral shell with swivel nut
Female column constitutes detachable structure.
Preferably, to be threadedly coupled between the aqueduct valve and water pipe, while fixed plate is to be welded and fixed with screw thread item
Structure.
Preferably, the second baffle is to be welded and fixed structure, and second baffle shape is U-shaped by fixed plate with main wall
Structure.
Preferably, the main wall is to be welded and fixed structure, and graduation mark is symmetrical about the central axes of main wall with graduation mark.
Compared with prior art, the beneficial effects of the invention are as follows：The water conservancy construction retaining wall is provided with secondary wall, when building
It is embedded into main wall and secondary wall by the screw on connecting plate, main wall is made to be firmly fixed with secondary wall, to avoids hair flood
Excessive to the impulse force of metope when water that cob wall is caused to collapse, since the water of main wall contact is more more, secondary wall only serves the work of support
With, so main wall material is made of reinforced cemented-soil, and optional time of secondary walling material is a bit, to have the function that save cost,
When excessive rainfall causes water level to increase crazily, when being more than that wall is high, with first baffle is pulled, sliding block and sliding rail can be made it through by upwards
Slide construction upward sliding, while the connecting pole being fixed on swivel nut and two first baffles being carried out by rotating nut column
Connection, it is excessively high to solve water level, it is artificial by removing the problem of sandbag stops water, avoid the excessively high feelings for washing away metope of water level
Condition, fixation can be attached by two first baffles by simultaneously supporting column, avoided the problem that first baffle stress is excessive and caused to collapse,
It is internally provided with water pipe in metope, when needing to discharge water, can be gone in the fixed plate for being threaded item by personnel, by water pipe
Valve is opened, and to make water pipe carry out water flowing, fixed plate is relatively smooth because being immersed in water for a long time, and screw thread item avoids people in fixed plate
The problem of member is easy to slip up, U-shaped second baffle is provided in the side in face of water of main wall, is carried out to metope in flood
When impact, the impact force of water is carried out alleviation reduction by U-shaped second baffle, and the impact force for avoiding water is excessive, to cause metope
The problem of collapsing, while also increasing cob wall and the impact force of flood is withstood forces, the both sides of main wall are finally provided with scale strip,
Can effectively be controlled by observing scale strip water depth carry out having connect come preparation, so as to avoid the cumbersome of manual measurement
Process, while the time is also saved, the vertical of metope also makes depth more accurate.
Description of the drawings
Fig. 1 is schematic structural view of the invention；
Fig. 2 is side structure schematic view of the present invention；
Fig. 3 is overlooking structure diagram of the present invention.
In figure：1, main wall, 2, secondary wall, 3, screw, 4, connecting plate, 5, first baffle, 6, sliding rail, 7, sliding block, 8, swivel nut, 9,
Nut column, 10, connecting pole, 11, aqueduct valve, 12, water pipe, 13, fixed plate, 14, screw thread item, 15, second baffle, 16, scale
Line.
Specific implementation mode
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation describes, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
- 3 are please referred to Fig.1, the present invention provides a kind of technical solution：A kind of water conservancy construction retaining wall, including main wall 1, secondary wall
2, screw 3, connecting plate 4, first baffle 5, sliding rail 6, sliding block 7, swivel nut 8, Nut column 9, connecting pole 10, aqueduct valve 11, water pipe
12, the right side of fixed plate 13, screw thread item 14, second baffle 15 and graduation mark 16, main wall 1 is provided with secondary wall 2, and 2 periphery of secondary wall
It is provided with connecting plate 4, the inside of connecting plate 4, which is run through, screw 3, and main wall 1 constitutes detachable structure with secondary wall 2 by connecting plate 4,
And to be threadedly coupled between screw 3 and connecting plate 4,1 He of main wall is respectively embedded in by the screw 3 on connecting plate 4 when building
In secondary wall 2, main wall 1 is made to be firmly fixed with secondary wall 2, it is excessive to the impulse force of metope when to avoid Flooding to cause cob wall
It collapses, first baffle 5 is installed on the inside of secondary wall 2, and the right side of first baffle 5 is provided with sliding rail 6, and the inside of sliding rail 6 is run through
There is a sliding block 7, the left side of first baffle 5 is fixed with swivel nut 8, and the both sides up and down of swivel nut 8 are run through Nut column 9, a left side for swivel nut 8
Side is connected with connecting pole 10, and first baffle 5 constitutes slide construction with sliding rail 6 by sliding block 7, and first baffle 5 passes through with swivel nut 8
Nut column 9 constitutes detachable structure, by with first baffle 5 is pulled, making it through the slide construction of sliding block 7 and sliding rail 6 upwards
Upward sliding, while being attached the connecting pole 10 being fixed on swivel nut 8 and two first baffles 5 by rotating nut column 9,
Excessively high to solve water level, artificial by removing the problem of sandbag stops water, water pipe 12 is installed on the inside of main wall 1, and water pipe 12
Inside through there is an aqueduct valve 11, the top of water pipe 12 is equipped with fixed plate 13, and fixed plate 13 is internally provided with screw thread
Item 14, to be threadedly coupled between aqueduct valve 11 and water pipe 12, while fixed plate 13 is to be welded and fixed structure with screw thread item 14,
When needing to discharge water, it can be gone to by personnel in the fixed plate 13 for being threaded item 14, aqueduct valve 11 is opened, to make water pipe
12 carry out water flowing, and screw thread item 14 avoids the problem that personnel are easy to slip up in fixed plate 13, and second baffle 15 is installed on main wall 1
Left side, second baffle 15 and main wall 1 are to be welded and fixed structure, and 15 shape of second baffle is U-shaped structure by fixed plate 13,
When flood impacts main wall 1, the impact force of water is carried out alleviation reduction by U-shaped second baffle 15, avoids the impact of water
Power is excessive, and the problem of to cause metope to collapse, main wall 1 is internally provided with graduation mark 16, and main wall 1 is welding with graduation mark 16
Fixed structure, and graduation mark 16 is symmetrical about the central axes of main wall 1, and the both sides of main wall 1 are provided with scale strip 16, pass through observation
The depth that scale strip 16 can effectively control water carries out having connect the preparation come, so as to avoid the complicated processes of manual measurement.
Operation principle：For this kind of water conservancy construction retaining wall, lead to first when building through the screw 3 on connecting plate 4
It is respectively embedded in main wall 1 and secondary wall 2, so that main wall 1 is firmly fixed with secondary wall 2, to metope when to avoid Flooding
Impulse force it is excessive cause cob wall to collapse, the both sides of main wall 1 are provided with scale strip 16, by observe scale strip 16 can effectively slap
The depth of control water carries out having connect the preparation come, so as to avoid the complicated processes of manual measurement, when what water level rose is higher by metope
When, by with first baffle 5 is pulled, making it through the slide construction upward sliding of sliding block 7 and sliding rail 6, while by turning upwards
The connecting pole 10 being fixed on swivel nut 8 and two first baffles 5 are attached by dynamic Nut column 9, excessively high to solve water level,
Manually by removing the problem of sandbag stops water, can then be gone to by personnel in the fixed plate 13 for being threaded item 14, by water pipe valve
Door 11 is opened, and to make water pipe 12 discharge water, screw thread item 14 avoids the problem that personnel are easy to slip up in fixed plate 13, most
When flood impacts main wall 1 afterwards, the impact force of water is carried out alleviation reduction by U-shaped second baffle 15, avoids rushing for water
It hits that power is excessive, the problem of to cause metope to collapse, completes the use process of entire water conservancy construction retaining wall like this.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
Understanding without departing from the principles and spirit of the present invention can carry out these embodiments a variety of variations, modification, replace
And modification, the scope of the present invention is defined by the appended.
Claims (6)
1. a kind of water conservancy construction retaining wall, including main wall（1）, first baffle（5）, water pipe（12）And second baffle（15）, special
Sign is：The main wall（1）Right side be provided with secondary wall（2）, and secondary wall（2）Periphery is provided with connecting plate（4）, the connecting plate
（4）Inside through there is screw（3）, the first baffle（5）It is installed on secondary wall（2）Inside, and first baffle（5）Right side
It is provided with sliding rail（6）, the sliding rail（6）Inside through there is sliding block（7）, the first baffle（5）Left side be fixed with swivel nut
（8）, and swivel nut（8）Both sides up and down run through have Nut column（9）, the swivel nut（8）Left side be connected with connecting pole（10）, institute
State water pipe（12）It is installed on main wall（1）Inside, and water pipe（12）Inside through there is aqueduct valve（11）, the water pipe（12）
Top fixed plate is installed（13）, and fixed plate（13）Be internally provided with screw thread item（14）, the second baffle（15）Peace
Loaded on main wall（1）Left side, the main wall（1）Be internally provided with graduation mark（16）.
2. a kind of water conservancy construction retaining wall according to claim 1, it is characterised in that：The main wall（1）With secondary wall（2）It is logical
Cross connecting plate（4）Constitute detachable structure, and screw（3）With connecting plate（4）Between for be threadedly coupled.
3. a kind of water conservancy construction retaining wall according to claim 1, it is characterised in that：The first baffle（5）With sliding rail
（6）Pass through sliding block（7）Constitute slide construction, and first baffle（5）With swivel nut（8）Pass through Nut column（9）Constitute detachable structure.
4. a kind of water conservancy construction retaining wall according to claim 1, it is characterised in that：The aqueduct valve（11）With water pipe
（12）Between to be threadedly coupled, while fixed plate（13）With screw thread item（14）To be welded and fixed structure.
5. a kind of water conservancy construction retaining wall according to claim 1, it is characterised in that：The second baffle（15）With main wall
（1）Pass through fixed plate（13）To be welded and fixed structure, and second baffle（15）Shape is U-shaped structure.
6. a kind of water conservancy construction retaining wall according to claim 1, it is characterised in that：The main wall（1）With graduation mark
（16）To be welded and fixed structure, and graduation mark（16）About main wall（1）Central axes it is symmetrical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810461036.8A CN108625392B (en) | 2018-05-15 | 2018-05-15 | Water conservancy construction retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810461036.8A CN108625392B (en) | 2018-05-15 | 2018-05-15 | Water conservancy construction retaining wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108625392A true CN108625392A (en) | 2018-10-09 |
| CN108625392B CN108625392B (en) | 2021-02-19 |
Family
ID=63693242
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810461036.8A Active CN108625392B (en) | 2018-05-15 | 2018-05-15 | Water conservancy construction retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108625392B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3869868A (en) * | 1973-12-27 | 1975-03-11 | Eugene Irsai | Retaining wall support device |
| CN104736768A (en) * | 2012-10-23 | 2015-06-24 | 埃克斯特雷姆环球有限公司 | A retention device |
| CN205205856U (en) * | 2015-12-20 | 2016-05-04 | 刘刚 | Hydraulic engineering retaining wall |
| CN206204987U (en) * | 2016-11-10 | 2017-05-31 | 西北民族大学 | A kind of civil engineering retaining wall |
| CN206625177U (en) * | 2017-03-30 | 2017-11-10 | 湖北省水利水电规划勘测设计院 | A kind of scalable anti-flood wall |
| CN107859057A (en) * | 2017-12-13 | 2018-03-30 | 海宁善能制冷科技有限公司 | A kind of retaining wall for hydraulic engineering |
-
2018
- 2018-05-15 CN CN201810461036.8A patent/CN108625392B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3869868A (en) * | 1973-12-27 | 1975-03-11 | Eugene Irsai | Retaining wall support device |
| CN104736768A (en) * | 2012-10-23 | 2015-06-24 | 埃克斯特雷姆环球有限公司 | A retention device |
| CN205205856U (en) * | 2015-12-20 | 2016-05-04 | 刘刚 | Hydraulic engineering retaining wall |
| CN206204987U (en) * | 2016-11-10 | 2017-05-31 | 西北民族大学 | A kind of civil engineering retaining wall |
| CN206625177U (en) * | 2017-03-30 | 2017-11-10 | 湖北省水利水电规划勘测设计院 | A kind of scalable anti-flood wall |
| CN107859057A (en) * | 2017-12-13 | 2018-03-30 | 海宁善能制冷科技有限公司 | A kind of retaining wall for hydraulic engineering |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108625392B (en) | 2021-02-19 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104631512B (en) | Hang modulus method after-pouring band beam-slab construction method | |
| CN203498799U (en) | Prefabricated hollow pipe pile water-facing envelop enclosure | |
| CN201581510U (en) | Advanced water-stop post-pouring belt of foundation slab | |
| CN211172000U (en) | Foundation pit enclosure system with combination of support piles and concrete main structure | |
| CN201896317U (en) | Construction device for complex soil sinking open caisson by undrained dredging | |
| CN211622280U (en) | Inclined hole type grouting sleeve for connecting steel bars | |
| CN108625392A (en) | A kind of water conservancy construction retaining wall | |
| CN116732942A (en) | Dam body protection structure based on geomembrane and application method thereof | |
| CN210621642U (en) | Drainage structure for high-speed flow area of stilling pool | |
| CN209923954U (en) | Cofferdam for water conservancy construction | |
| CN209194572U (en) | A kind of corrugated steel construction retaining wall of culvert end | |
| CN210975716U (en) | Device is strengthened to structure of water conservancy construction | |
| CN209178950U (en) | The weir water collecting structure of Dumping Sites behind a kind of dam | |
| CN221218836U (en) | Waterproof tensile foundation pit supporting structure | |
| CN202227319U (en) | Temporary aqueduct formed by steel pipe support | |
| CN206015685U (en) | A kind of Collapsible Loess District deep basal pit diaphram wall inner support system | |
| CN205530400U (en) | Batter pile test model steel reinforcement cage cushion inclines | |
| CN205223978U (en) | Stone masonry gravity dam | |
| CN206346302U (en) | A kind of prefabricated rain collection well | |
| CN206512828U (en) | Border on the river the combined type branch pier structure of house pipe laying | |
| CN214272092U (en) | Water conservancy construction cofferdam device | |
| CN207469182U (en) | A kind of sea wall shock resistance water conservancy diversion counter dam structure | |
| CN221276775U (en) | Prefabricated two-sided drainage device of integration | |
| CN105239597B (en) | A kind of Composite super anti-corrosion, which is stopped, oozes walling and its application method | |
| CN218346099U (en) | Flood discharge canal is faced upward inclined retaining wall formwork system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information |
Inventor after: Chen Hairui Inventor after: Xin Zhongshan Inventor after: Li Dazhou Inventor after: Zhong Lifen Inventor before: Zhong Lifen |
|
| CB03 | Change of inventor or designer information | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20210128 Address after: 750003 room 907, building 9, area a, Greenland 21 shopping mall, north of Xingshui Road, Xingqing District, Yinchuan City, Ningxia Hui Autonomous Region Applicant after: NINGXIA HENGCHANG CONSTRUCTION ENGINEERING Co.,Ltd. Address before: No. 63, Xinfeng North Road, Huangpu town, Zhongshan City, Guangdong Province 528429 Applicant before: Zhong Lifen |
|
| TA01 | Transfer of patent application right | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |