CN206438481U - Barricade - Google Patents
Barricade Download PDFInfo
- Publication number
- CN206438481U CN206438481U CN201621449154.XU CN201621449154U CN206438481U CN 206438481 U CN206438481 U CN 206438481U CN 201621449154 U CN201621449154 U CN 201621449154U CN 206438481 U CN206438481 U CN 206438481U
- Authority
- CN
- China
- Prior art keywords
- wall
- sluice
- bottom plate
- reinforced concrete
- ground
- 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
Links
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a kind of barricade, its drip irrigation device is to include wall group, the wall group include contact with sluice the first wall, positioned at the first wall away from sluice the second wall, second wall is set to trapezoidal, the big end of second wall is connected by cement soil matrix with ground, second wall is provided with reinforced concrete bottom plate close to the side of cement soil matrix, the reinforced concrete bottom plate is provided with reinforcing portion towards the side of sluice, and the reinforcing portion includes the tissue layer fitted with ground, the rock layers being covered in tissue layer.It is arranged such, connected between second wall and ground by cement soil matrix, improve the bonding strength between the second wall and ground, reinforced concrete bottom plate then improves the bonding strength between the second wall and cement soil matrix, reinforcing portion reduces the possibility for the surface smoothness reduction that extraneous such as current flowing factor is caused, and improves the intensity and soundness of whole second wall.
Description
Technical field
The utility model is related to hydraulic engineering field, more particularly to a kind of barricade.
Background technology
Need to set up gate on harbour and other places, set barricade spacing to be realized to gate at gate mostly setting up, prevent
Only gate under water impact with extraneous bonding strength step-down.
At present, common dams setting is the wall that sandy gravel or soil are built up on the market, sets longitudinal direction to match somebody with somebody at wall
Muscle.
Although this dams setting employs longitudinal reinforcement and improves bonding strength, but is due to that barricade is set to be solid, sand
Cobble or soil are identical with water-bed material, therefore in the case where there is current to flow through, the impulsive force entrained by current is applied to barricade
The internal structure for the barricade that power, sandy gravel or soil are built up is single, easily in the case of by external force, internal structure or with ground it
Between junction be hit after occur relative displacement, influence the degree of reliability of its own intensity.
Utility model content
The purpose of this utility model is to provide a kind of barricade, and it has the advantages that the intensity that can improve barricade.
Above-mentioned technical purpose of the present utility model technical scheme is that：
A kind of barricade, including wall group, the wall group include contact with sluice the first wall, positioned at the first wall carry on the back
From the second wall of sluice, second wall is set to trapezoidal, and the big end of second wall passes through cement soil matrix and ground
Connection, second wall is provided with reinforced concrete bottom plate close to the side of cement soil matrix, and the reinforced concrete bottom plate is towards the one of sluice
Side is provided with reinforcing portion, and the reinforcing portion includes the tissue layer fitted with ground, the rock layers being covered in tissue layer.
Be arranged such, the second wall be by the larger wall of water flow impact pressure, the second wall be set to it is trapezoidal after, incline
The structure proximate of inclined-plane and vertical plane is triangle, in vertical plane stress, and inclined plane can bear bigger outer than vertical plane
Boundary's power；Meanwhile, connected between the second wall and ground by cement soil matrix, the connection improved between the second wall and ground is strong
Degree, reinforced concrete bottom plate then improves the bonding strength between the second wall and cement soil matrix, and cement soil matrix is big due to volume, moreover it is possible to
Enough play a part of stable center of gravity.What reinforcing portion reduced that the surface smoothness that extraneous such as current flowing factor causes reduces can
Energy property, improves the intensity and soundness of whole second wall.
Further set：The drainpipe through the second wall is additionally provided with second wall.
It is arranged such, drainpipe in time can discharge current, additionally it is possible to play a part of reinforcement, improves the second wall
Self-strength.
Further set：The drainpipe is laterally gradually above lifted from the second wall close to sluice one away from sluice side.
It is arranged such, current are influenceed by tilted tube, is easy to outflow, reduces possibility of the product silt in pipeline.
Further set：The drainpipe is provided with the sand lump being fixedly connected on the second wall away from the side of sluice.
It is arranged such, when there are foreign impacts, sand lump reduces foreign impacts and damage sand lump first by impact force action
Possibility.
Further set：The rock layers include the blotter inconsistent with tissue layer, deviate from fabric positioned at blotter
The cemented rock of layer side.
It is arranged such：There is larger space between the rubble of blotter, be conveniently adjusted its surface smoothness, grout block
The hardness of stone is big, plays a supporting role.
Further set：The thickness of the cemented rock is set between 380mm ~ 420mm, the thickness of the blotter
It is set between 80mm ~ 120mm.
It is arranged such, the thickness of cemented rock is more than blotter, has cemented rock to play main strength support effect,
It is difficult loose.
Further set：Second wall, which is used, is equipped with two ends difference in plain concrete body supports, the plain concrete main body
Penetrate the reinforcement of the second wall and reinforced concrete bottom plate.
It is arranged such, reinforcement can improve the bonding strength between plain concrete main body and reinforced concrete bottom plate, even if plain concrete master
There is crack between body and reinforced concrete bottom plate, be not easy to occur the situation that both are mutually disengaged.
Preferably, the reinforcement is set to two cross one another structures.
It is arranged such, cross one another reinforcement forms the structure of similar triangle, this structure is compared to being vertically arranged
Structure, overall structure more consolidate.
In summary, the utility model has the advantages that：Using substantial amounts of cement structures, make integral construction structure
Simultaneously firmly, the plasticity of cement is strong, more firm compared to materials such as sandy gravel, soil, is difficult pine of collapsing.
Brief description of the drawings
Fig. 1 is to be used in embodiment 1 embody the overall structural representation of port lock；
Fig. 2 is the structural representation for being used in embodiment 1 embody the second wall.
In figure, 1, wall group；11st, the first wall；12nd, the second wall；2nd, cement soil matrix；3rd, reinforced concrete bottom plate；4th, reinforce
Portion；41st, tissue layer；42nd, rock layers；421st, blotter；422nd, cemented rock；5th, drainpipe；6th, sand lump；7th, plain concrete main body；8、
Reinforcement.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
Embodiment 1：A kind of barricade, as shown in figure 1, including wall group 1, wall group 1 includes the first wall close to sluice
11 and the second wall 12 away from sluice.
As shown in Fig. 2 the second wall 12 is set to vertical plane towards sluice side, it is set to tilt away from sluice side
Face, it is right-angled trapezium to make whole second wall 12.The big end of right-angled trapezium is contacted with ground.
As shown in Fig. 2 connected between the bottom and ground of the second wall 12 by reinforced concrete bottom plate 3, reinforced concrete bottom plate 3
Area is more than the bottom area of the second wall 12.
As shown in Fig. 2 reinforced concrete bottom plate 3 is additionally provided with reinforcing portion 4, reinforcing portion close to the side of the vertical plane of the second wall 12
4 thickness and the thickness of reinforced concrete bottom plate 3 are similar, reinforcing portion 4 from close to the side of ground, set gradually for：Tissue layer 41, rock layers
42.Wherein, the material of tissue layer 41 is used without spinning filament geotextiles；Rock layers 42 include blotter 421 and cemented rock 422,
Wherein, blotter 421 and tissue layer 41 are inconsistent, and cemented rock 422 is arranged on one that blotter 421 deviates from tissue layer 41
Side.The thickness of blotter 421 uses 100mm, and the thickness of cemented rock 422 uses 400mm.
As shown in Fig. 2 trapezoidal cement soil matrix 2 is additionally provided with below reinforced concrete bottom plate 3 and reinforcing portion 4, cement soil matrix 2
Big end is contradicted with reinforced concrete bottom plate 3, and cement soil matrix 2 is embedded in ground.
As shown in Fig. 2 being connected between the second wall 12 and reinforced concrete bottom plate 3 using reinforcement 8, reinforcement 8 is handed over two-by-two
Fork, one end is embedded in the second wall 12, other end embedment reinforced concrete bottom plate 3.
As shown in Fig. 2 the wall 12 of cement soil matrix 2 and second is made of plain concrete, wall includes plain concrete main body 7, in element
Drainpipe 5 is equipped with concrete main body 7.Vertical height of the drainpipe 5 close to the side of the inclined plane of the second wall 12 is higher than draining
The vertical height of the other end of pipe 5.In drainpipe 5 sand lump 6 is also covered with towards one end of the inclined plane of the second wall 12.Drainpipe
5 a diameter of 80mm, its material selection PVC.
The above embodiments are only to explain of the present utility model, and it is not to limitation of the present utility model, ability
Field technique personnel can make the modification without creative contribution to the present embodiment as needed after this specification is read, but
As long as all being protected in right of the present utility model by Patent Law.
Claims (8)
1. a kind of barricade, including wall group（1）, it is characterised in that：The wall group（1）Including the first wall contacted with sluice
（11）, positioned at the first wall（11）Away from the second wall of sluice（12）, second wall（12）Be set to it is trapezoidal, described
Two walls（12）Big end pass through cement soil matrix（2）It is connected with ground, second wall（12）Close to cement soil matrix（2）One
Side is provided with reinforced concrete bottom plate（3）, the reinforced concrete bottom plate（3）Reinforcing portion is provided with towards the side of sluice（4）, the reinforcing portion
（4）Including the tissue layer fitted with ground（41）, be covered in tissue layer（41）On rock layers（42）.
2. barricade according to claim 1, it is characterised in that：Second wall（12）In be additionally provided with through the second wall
（12）Drainpipe（5）.
3. barricade according to claim 2, it is characterised in that：The drainpipe（5）From the second wall（12）Close to sluice
One laterally away from the gradually upper lift of sluice side.
4. barricade according to claim 3, it is characterised in that：The drainpipe（5）Away from the side of sluice provided with fixation
It is connected to the second wall（12）On sand lump（6）.
5. barricade according to claim 4, it is characterised in that：The rock layers（42）Including with tissue layer（41）Inconsistent
Blotter（421）, positioned at blotter（421）Away from tissue layer（41）The cemented rock of side（422）.
6. barricade according to claim 5, it is characterised in that：The cemented rock（422）Thickness be set to 380mm ~
Between 420mm, the blotter（421）Thickness be set between 80mm ~ 120mm.
7. barricade according to claim 6, it is characterised in that：Second wall（12）Using plain concrete main body（7）Support,
The plain concrete main body（7）Inside it is equipped with two ends and respectively penetrates the second wall（12）With reinforced concrete bottom plate（3）Reinforcement（8）.
8. barricade according to claim 7, it is characterised in that：The reinforcement（8）It is set to two cross one another knots
Structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621449154.XU CN206438481U (en) | 2016-12-28 | 2016-12-28 | Barricade |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621449154.XU CN206438481U (en) | 2016-12-28 | 2016-12-28 | Barricade |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206438481U true CN206438481U (en) | 2017-08-25 |
Family
ID=59641933
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621449154.XU Expired - Fee Related CN206438481U (en) | 2016-12-28 | 2016-12-28 | Barricade |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206438481U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316237A (en) * | 2018-01-26 | 2018-07-24 | 南京珍珠泉园林建设有限公司 | Revetment barricade |
-
2016
- 2016-12-28 CN CN201621449154.XU patent/CN206438481U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316237A (en) * | 2018-01-26 | 2018-07-24 | 南京珍珠泉园林建设有限公司 | Revetment barricade |
| CN108316237B (en) * | 2018-01-26 | 2020-02-14 | 南京珍珠泉园林建设有限公司 | Revetment retaining wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107503257B (en) | One kind being close to mountain high-filled subgrade stabilization and Deformation control structure and construction method | |
| CN102635124B (en) | Construction method aiming to large open caisson in weak soil area | |
| CN104131555B (en) | A kind of outsourcing water penetration concrete reinforced pipe crushed stone grouting pile and construction method thereof | |
| CN103510510B (en) | A kind of enhancement mode long auger cast-with-pressure concrete pile and construction method | |
| CN202898930U (en) | By-river reinforced roadbed structure | |
| CN104846841B (en) | Anti-floating construction method for basements without uplift piles | |
| CN204940030U (en) | Reconstruction and extension project new-old concrete bond Pavement mosaic structure | |
| CN207376616U (en) | A kind of draining bamboo joint pile and its composite foundation system | |
| CN108560349A (en) | The high embankment retaining structure in soft clay area | |
| CN101525880A (en) | Plastic sleeve concrete pile and method thereof for reinforcing soft soil foundation | |
| CN108661069A (en) | Close on the wall piled anchor composite structure and method of old Retaining Wall Reinforcement under the load of river road surface | |
| CN201358456Y (en) | Plastic sleeve concrete pile | |
| CN109162289A (en) | The prefabricated carrying pier structure of one kind and its construction method | |
| CN107059882A (en) | Arch anchor net and Anchor-Pile Retaining Structure structure | |
| CN110670631A (en) | Supporting structure and excavation method of comprehensive pipe gallery foundation pit | |
| CN102041814A (en) | Novel composite pile (ground) foundation and application method thereof | |
| CN206438481U (en) | Barricade | |
| CN110805049B (en) | Construction method of mountain slope ultra-thickness spray anchor permanent supporting structure | |
| CN208472713U (en) | A kind of composite structure mini pile for administering small-sized landslide | |
| CN208039294U (en) | A kind of compound raft foundation of resistance to deformation suitable for goaf building | |
| CN106567365A (en) | Earth and rockfill dam longitudinal reinforcement construction method | |
| CN110424384A (en) | A kind of major diameter prefabricated tubular pile and its construction method | |
| CN207452938U (en) | Composite foundation reinforced cantilever retaining wall structure | |
| CN110172988A (en) | A kind of piling formula composite concrete placement ground and its construction method | |
| CN110055845A (en) | A kind of construction method that highway bridge and culvert two sides are soft soil roadbed |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| 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: 20170825 Termination date: 20181228 |