CN206693139U - A kind of hard revetment structure - Google Patents
A kind of hard revetment structure Download PDFInfo
- Publication number
- CN206693139U CN206693139U CN201720377021.4U CN201720377021U CN206693139U CN 206693139 U CN206693139 U CN 206693139U CN 201720377021 U CN201720377021 U CN 201720377021U CN 206693139 U CN206693139 U CN 206693139U
- Authority
- CN
- China
- Prior art keywords
- revetment
- supporting plate
- main body
- plane
- waters
- 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 hard revetment structure, its drip irrigation device is the revetment main body for including drawing into waters from ground, the revetment main body falls portion away from the side on ground provided with resistance, the resistance falls the supporting plate that portion includes being fixed on the support bar group of water bottom, deviating from water bottom positioned at support bar group, plane where the supporting plate levels off to horizontal plane, and the supporting plate is connected with revetment main body.By using above-mentioned technical proposal, after having article to fall revetment, being tumbled along revetment, article falls on supporting plate, and the gardens compared to only revetment main body are set, and this form with supporting plate can reduce article and directly tumble possibility in water；Meanwhile if article when being rolled on supporting plate to revetment main direction, additionally it is possible to stopped by supporting plate and revetment main body connecting place, in the water that is not easy to drop.
Description
Technical field
Gardens revetment is the utility model is related to, more particularly to a kind of hard revetment structure.
Background technology
In Garden Engineering, revetment is defined as being built in coastal waters and land junction, processes bank with engineering measure and make
It is firm, so as not to be destroyed by various natural causes and human factor, in landscape conservation gardens water body facility.
Revetment is roughly divided into regular revetment, stone-laying revetment, ladder and enters water barge bank, embankment of vertical and compound revetment.
At present, Publication No. CN202500117U Chinese patent discloses a kind of ecological protection revetment, and it includes protection
Revetment body, planting bed and protection network, wherein planting bed set the side that borders on the river of revetment body, and protection network is arranged on the interior of planting bed
Portion.
Revetment is grown in garden landscape, when visitor walks on revetment side, if object is dropped accidentally, and this ecological protection
The object that revetment is difficult to will fall off, which stops, makes it stop rolling, and article easily falls into the water.
Utility model content
The purpose of this utility model is to provide a kind of hard revetment structure, and it has and can reduce visitor's article and fall into waters
The advantages of interior possibility.
Above-mentioned technical purpose of the present utility model technical scheme is that：
A kind of hard revetment structure, including the revetment main body drawn from ground into waters, the revetment main body is away from ground
The side in face falls portion provided with resistance, and the resistance, which falls portion, to be included being fixed on the support bar group of water bottom, deviate from water positioned at support bar group
The supporting plate of domain bottom, plane where the supporting plate level off to horizontal plane, and the supporting plate is connected with revetment main body.
By using above-mentioned technical proposal, after having article to fall revetment, being tumbled along revetment, article falls in supporting plate
On, the gardens compared to only revetment main body are set, and this form with supporting plate can reduce article and directly tumble in water
Possibility；Meanwhile if article when being rolled on supporting plate to revetment main direction, additionally it is possible to by supporting plate and revetment main body phase
Even place's stop, in the water that is not easy to drop.
Further set：The supporting plate include be fixed on support bar group away from water bottom one end some support chips,
Pour in the Cement Concrete on support chip.
By using above-mentioned technical proposal, support chip plays a part of area increased, and Cement Concrete is main bearing,
Support chip is easy to Cement Concrete to pour in early stage to outpour shape, for pre-cast concrete concrete.Meanwhile support chip also acts as increasing in Cement Concrete
The effect of large cement concrete self-strength, so as to bear higher impact force, it is easy to stop article.
Further set：The Cement Concrete is arranged to wavy away from the one side of water bottom.
Wavy compared to plane by using above-mentioned technical proposal, the object resistance suffered when rolling thereon is bigger,
The distance that object is rolled is shorter, can stop in time, is not easy rolling and falls into the water.
Further set：The support chip is arranged to some sheet metals set horizontal by angle, adjacent two panels institute
Sheet metal is stated to be symmetrical arranged.
By using above-mentioned technical proposal：Sheet metal has toughness, can bear certain external force；Sheet metal is symmetrical arranged
Afterwards, the wavy fluctuating quantity in the Cement Concrete face for pouring into a mould out is uniform, and object is in rolling process all the time by similar
Resistance.
Further set：Angle is in 5 ~ 10 ° between plane and horizontal plane where the supporting plate, and the supporting plate is close to refute
Vertical height between bank body side and water bottom is less than supporting plate and deviated between revetment body side and water bottom
Vertical height.
By using above-mentioned technical proposal, object is during tumbling, and due to being obliquely installed for supporting plate, object is in gravity
Rolled under effect to the close revetment body side of supporting plate, stopped by revetment main body, be not easy to fall into the water.
Further set：The revetment main body is towards being reserved with gap, the supporting plate between the side and waters in waters
Gap location between revetment main body and waters is extended to close to the side of revetment main body.
By using above-mentioned technical proposal, after being reserved with gap, article falls on support in dropping process, from revetment main body
No longer it is continuous rolling when on plate, but has the process of a whereabouts, lower backwardness, object falls the support in surface irregularity
On plate, its rolling is hindered by frictional force, is not easy to continue to roll.
Further set：The supporting plate extends to the part of gap location to being extended down on the side of waters and revetment main body
It is connected.
By using above-mentioned technical proposal, even if object is tumbled to the gap location between supporting plate and revetment main body, also can
Stopped by both connected parts, be not easy to tumble in water.
Further set：The revetment main body is divided into three sections from ground to waters direction, is followed successively by the first slabstone plane, stone
Face, the second slabstone plane.
By using above-mentioned technical proposal, stone face surface has gap, is uneven, and object is also possible to during tumbling
By the gap inlay card in stone face or obstruction, slow down it and tumble order.
Further set：The first slabstone plane, the second slabstone plane are horizontally disposed, and the stone face is oblique
First slabstone plane, the second slabstone plane are connected.
By using above-mentioned technical proposal, the first slabstone plane and the second slabstone plane are after being horizontally disposed with, if article exists
Stop, then can be picked up easily at first slabstone plane, pick up and be not susceptible to danger during object.
Further set：The area of the second slabstone plane is more than the area of the first slabstone plane.
By using above-mentioned technical proposal, it is necessary to when picking up object, picked up if people stands in the second slabstone plane, then face
Product is bigger, and the security of pickup person is higher.
Preferably, the support bar group is connected close to one end of water bottom by concrete block, the concrete block is embedded to waters
Bottom.
By using above-mentioned technical proposal, concrete block can improve the annexation between support bar group and the bottom, reduce branch
The possibility that strut group is rocked.
In summary, the utility model has the advantages that：The spy of the rough surface in stone face, supporting plate can be passed through
Different shape tumbles possibility in water to reduce article, meanwhile, if someone will remove to pick up the article tumbled, the second slabstone plane and
Supporting plate can provide impetus, to improve security.
Brief description of the drawings
Fig. 1 is to be used to embody the integrally-built schematic diagram of revetment in embodiment 1.
In figure, 1, revetment main body；11st, the first slabstone plane；12nd, stone face；13rd, the second slabstone plane；2nd, resistance falls portion；21、
Supporting plate；3rd, support bar group；4th, concrete block；5th, support chip；6th, Cement Concrete.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
Embodiment 1：A kind of hard revetment structure, as shown in figure 1, including revetment main body 1 and positioned at revetment main body 1 towards water
The resistance of domain side falls portion 2.
As shown in figure 1, revetment main body 1 is higher than the horizontal plane in waters, and it is divided into three parts, is flushed respectively with ground
The first slabstone plane 11 on horizontal plane, the stone face 12 positioned at the first slabstone plane 11 towards waters side, stone face 12 is certainly
First slabstone plane 11 towards the side in waters to waters at tilt extension, the rough surface of stone face 12, there is roomy gap.
Stone face 12 is provided with the second slabstone plane 13 away from the side of the first slabstone plane 11, and the second slabstone plane 13 is arranged to horizontal,
And its vertical height is higher than the horizontal plane in waters.
As shown in figure 1, towards waters side it is that resistance falls portion 2 in the second slabstone plane 13, resistance, which falls portion 2, to be included from waters bottom
Support bar group 3 that portion extends to the waters water surface, the supporting plate 21 for deviating from positioned at support bar group 3 water bottom one end.Supporting plate 21
Vertical height higher than the waters water surface and be less than the second slabstone plane 13.
In order to improve the steadiness of support bar group 3, one end that water bottom is stretched into support bar group 3 sets concrete block 4, concrete block
In the mud of 4 embedment water bottoms, position-limiting action is played.
As shown in figure 1, setting support chip 5 away from one end of concrete block 4 in support bar group 3, support chip 5 is sheet metal, metal
Piece is arranged to strip, and is set with horizontal plane.Adjacent two panels sheet metal is set in angle between each other, i.e., and adjacent two
Piece sheet metal is symmetrical arranged.Some sheet metals are integrally in wavy.Sheet metal is used for pre-cast concrete concrete 6, in sheet metal upper
After Cement Concrete 6, whole supporting plate 21 has begun to take shape, and the surface of supporting plate 21 is also in wavy, and wavy one side is set away from the water surface
Put.
Gap setting between second slabstone plane 13 and the water surface, supporting plate 21 to this at extend in gap, supporting plate 21 is stretched
Enter one end in gap to be lifted up being connected with the second slabstone plane 13.
As shown in figure 1, in order that object rolls at revetment main body 1 as far as possible, between supporting plate 21 and horizontal plane in 5 ° ~
10 ° of angles are set, and supporting plate 21 is less than supporting plate 21 with the distance between the water surface at the second slabstone plane 13 and deviates from second
The distance between the side of slabstone plane 13 and the water surface.
So when object tumbles, successively by the first slabstone plane 11, stone face 12, the second slabstone plane 13, supporting plate
21, by stone face 12, the obstruction of supporting plate 21 in rolling process, compared to traditional revetment, possibility that article is rolled into water
Diminish.
The above embodiments are only that it is not to limitation of the present utility model, ability to explanation of the present utility model
Field technique personnel can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but
As long as all protected in right of the present utility model by Patent Law.
Claims (10)
1. a kind of hard revetment structure, including the revetment main body drawn from ground into waters（1）, it is characterised in that：It is described to refute
Bank main body（1）Fall portion provided with resistance away from the side on ground（2）, it is described to hinder portion（2）Support bar including being fixed on water bottom
Group（3）, positioned at support bar group（3）Away from the supporting plate of water bottom（21）, the supporting plate（21）Place plane levels off to water
Plane, the supporting plate（21）With revetment main body（1）It is connected.
A kind of 2. hard revetment structure according to claim 1, it is characterised in that：The supporting plate（21）Including being fixed on
Support bar group（3）Some support chips away from water bottom one end（5）, pour in support chip（5）On Cement Concrete（6）.
A kind of 3. hard revetment structure according to claim 2, it is characterised in that：The Cement Concrete（6）Away from waters bottom
The one side in portion is arranged to wavy.
A kind of 4. hard revetment structure according to claim 3, it is characterised in that：The support chip（5）It is arranged to some
The sheet metal set horizontal by angle, sheet metal described in adjacent two panels are symmetrical arranged.
A kind of 5. hard revetment structure according to claim 4, it is characterised in that：The supporting plate（21）Place plane with
Angle is in 5 ~ 10 ° between horizontal plane, the supporting plate（21）Close to revetment main body（1）Vertical height between side and water bottom
Degree is less than supporting plate（21）Away from revetment main body（1）Vertical height between side and water bottom.
A kind of 6. hard revetment structure according to claim 5, it is characterised in that：The revetment main body（1）Towards waters
Side and waters between be reserved with gap, the supporting plate（21）Close to revetment main body（1）Side extend to revetment main body
（1）The gap location between waters.
A kind of 7. hard revetment structure according to claim 6, it is characterised in that：The supporting plate（21）Extend to gap
The part at place on the side of waters to being extended down to and revetment main body（1）It is connected.
A kind of 8. hard revetment structure according to claim 1, it is characterised in that：The revetment main body（1）From ground to
Waters direction is divided into three sections, is followed successively by the first slabstone plane（11）, stone face（12）, the second slabstone plane（13）.
A kind of 9. hard revetment structure according to claim 8, it is characterised in that：The first slabstone plane（11）,
Two slabstone planes（13）It is horizontally disposed, the stone face（12）Obliquely by the first slabstone plane（11）, the second slabstone puts down
Face（13）Connection.
A kind of 10. hard revetment structure according to claim 8, it is characterised in that：The second slabstone plane（13）'s
Area is more than the first slabstone plane（11）Area.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720377021.4U CN206693139U (en) | 2017-04-11 | 2017-04-11 | A kind of hard revetment structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720377021.4U CN206693139U (en) | 2017-04-11 | 2017-04-11 | A kind of hard revetment structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206693139U true CN206693139U (en) | 2017-12-01 |
Family
ID=60442177
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720377021.4U Expired - Fee Related CN206693139U (en) | 2017-04-11 | 2017-04-11 | A kind of hard revetment structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206693139U (en) |
-
2017
- 2017-04-11 CN CN201720377021.4U patent/CN206693139U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106193066B (en) | A kind of Loess landslide administering method based on restoration of the ecosystem | |
| CN207760804U (en) | A kind of Multi-functional economy dike structure | |
| CN203546678U (en) | Asphalt concrete core-wall rockfill dam structure | |
| CN106988320A (en) | Limestone zone discards pit and is transformed into reservoir, the pool, the reclamation method in pond | |
| CN100557140C (en) | Wave breaker of inverse T shaped pipe wall pile | |
| CN206693139U (en) | A kind of hard revetment structure | |
| CN207739278U (en) | A kind of lattice guest retaining wall and mini pile modular guard structure | |
| CN205443976U (en) | Prevent wind and hinder husky fence | |
| CN206521941U (en) | Interior formula unilateral formwork system that draws | |
| CN206128058U (en) | Prefabricated abnormal shape stake of multistage hole enlargement | |
| CN102943480A (en) | Loess foundation pit supporting method | |
| CN107653837A (en) | The native compound dike of stone framework | |
| CN207362870U (en) | A kind of slope seepage control water retaining wall | |
| CN206070485U (en) | Assembled ecological revetment | |
| CN205000298U (en) | Embankment dam dam facing slope protection structure | |
| CN209429165U (en) | A kind of civil construction retaining wall structure | |
| CN206941506U (en) | A kind of penetrating circular arc shaped steel frame flood control structure of large span landscape | |
| CN208830075U (en) | A kind of safeguard structure of highway subgrade | |
| CN208441055U (en) | A kind of Water Curtain Cave formula ecoscape dam | |
| CN206888461U (en) | Ground sweat structure | |
| CN210887296U (en) | Retaining wall structure for mine slope treatment | |
| CN105200895B (en) | One kind greening combination pavement floor tile | |
| CN221441404U (en) | Gabion scenery wall suitable for river revetment is administered | |
| CN205712208U (en) | A kind of underground structure base plate float Structure | |
| CN207160032U (en) | A kind of mini pile faced wall suspension device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171201 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |