CN207047790U - A kind of protection slope - Google Patents
A kind of protection slope Download PDFInfo
- Publication number
- CN207047790U CN207047790U CN201721043315.XU CN201721043315U CN207047790U CN 207047790 U CN207047790 U CN 207047790U CN 201721043315 U CN201721043315 U CN 201721043315U CN 207047790 U CN207047790 U CN 207047790U
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- CN
- China
- Prior art keywords
- cast
- bank protection
- place concrete
- protection
- concrete
- 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.)
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Abstract
The utility model discloses a kind of protection slope, including bank protection body, the bank protection body includes cast-in-place concrete bank protection and dry stone pitching, the cast-in-place concrete bank protection includes cast-in-place concrete layer and non-fine concrete bed course, the non-fine concrete bed course is located at the bottom of the cast-in-place concrete layer, described cast-in-place concrete bank protection one end is provided with drainpipe, the cast-in-place concrete bank protection is provided with some movement joints, the dry stone pitching is located at the bottom of the cast-in-place concrete bank protection, the utility model is by setting cast-in-place concrete bank protection and dry stone pitching, cast-in-place concrete layer and non-fine concrete bed course are set in cast-in-place concrete bank protection, laid dry rock layers are set in dry stone pitching, blotter and sand bedding course, it is effectively improved the bulk strength of bank protection, improve the block-water effect of bank protection；By setting drainpipe on cast-in-place concrete bank protection, draining can be carried out by drainpipe, effectively alleviate the pressure of bank protection.
Description
Technical field
Hydraulic engineering field is the utility model is related to, specially a kind of protection slope.
Background technology
Hydraulic engineering is the surface water and groundwater for controlling and allocating nature, reaches and removes the evil emerging sharp purpose and build
Engineering.Also referred to as Hydraulic Projects.Water is human being's production and essential precious resources of living, but the state of its naturally occurring is simultaneously
Not in full conformity with the needs of the mankind.Hydraulic engineering is only built, current could be controlled, prevent flood, water-filling amount of going forward side by side
Regulation and distribution, to meet the needs of people's lives and production to water resource.Hydraulic engineering needs to build dam, dike, spillway, water
Lock, water inlet, channel, the different types of hydraulic structure such as mortise, log chute, fish pass is crossed, to realize its target, bank protection is in water conservancy work
Vital effect is played in journey.
Existing protection slope is mostly concrete segment, and structure is single, and stability is low, bank protection antiscour when in use
Ability is weak, and block-water effect is general.
Utility model content
The purpose of this utility model is to provide a kind of protection slope possess cast-in-place concrete bank protection and loose stone shield
Slope, cast-in-place concrete layer and non-fine concrete bed course are provided with cast-in-place concrete bank protection, loose stone is set in dry stone pitching
Layer, blotter and sand bedding course, the bulk strength of bank protection is effectively improved, improves the block-water effect of bank protection；By cast-in-place
Drainpipe is set on concrete revetment, draining can be carried out by drainpipe, effectively alleviate the pressure of bank protection.
To achieve the above object, the utility model provides following technical scheme：A kind of protection slope, including bank protection sheet
Body, the bank protection body include cast-in-place concrete bank protection and dry stone pitching, and the cast-in-place concrete bank protection includes cast-in-place coagulation
Soil layer and non-fine concrete bed course, the non-fine concrete bed course is located at the bottom of the cast-in-place concrete layer, described cast-in-place mixed
Coagulate native bank protection one end and drainpipe is installed, the cast-in-place concrete bank protection is provided with some movement joints, the dry stone pitching position
In the bottom of the cast-in-place concrete bank protection, the dry stone pitching is provided with laid dry rock layers, blotter and sand bedding course, described
For blotter between the laid dry rock layers and the sand bedding course, the dry stone pitching is divided into ten by the movement joint
Grid, and chevron shaped grid is equipped with inside ten grids, pass through triangle between the chevron shaped grid and the grid
Shape cast-in-place concrete block connects.
Preferably, concrete spats is installed between the cast-in-place concrete bank protection and the dry stone pitching.
Preferably, the cast-in-place concrete bank protection top is connected with concrete and beared down on one, the dry stone pitching bottom connection
There is lock case.
Preferably, the thickness of the cast-in-place concrete layer is 10cm, and the thickness of the non-fine concrete bed course is 7cm.
Preferably, the thickness of the laid dry rock layers is 30cm, and the thickness of the blotter is 10cm, the sand bedding course
Thickness is 7cm.
Compared with prior art, the beneficial effects of the utility model are as follows：
The utility model is set cast-in-place by setting cast-in-place concrete bank protection and dry stone pitching in cast-in-place concrete bank protection
Concrete layer and non-fine concrete bed course, dry stone pitching is interior to set laid dry rock layers, blotter and sand bedding course, effectively improves
The bulk strength of bank protection, improve the block-water effect of bank protection；By setting drainpipe on cast-in-place concrete bank protection, pass through draining
Pipe can carry out draining, effectively alleviate the pressure of bank protection.
Brief description of the drawings
Fig. 1 is the utility model structure diagram；
Fig. 2 is the utility model structural profile illustration.
In figure：1- bank protections body, 2- cast-in-place concretes bank protection, 3- dry stone pitchings, 4- movement joints, 5- grids, 6- herringbones
Type grid, 7- triangle cast-in-place concretes block, 8- cast-in-place concrete layers, 9- non-fine concretes bed course, 10- drainpipes, 11- coagulations
Native spats, 12- laid dry rock layers, 13- blotters, 14- sand bedding courses, 15- locks case, 16- concrete bear down on one.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.
Fig. 1-2 is referred to, the utility model provides a kind of technical scheme：A kind of protection slope, including bank protection body
1, the bank protection body 1 includes cast-in-place concrete bank protection 2 and dry stone pitching 3, and the cast-in-place concrete bank protection 2 includes cast-in-place mixed
Solidifying soil layer 8 and non-fine concrete bed course 9, the non-fine concrete bed course 9 is located at the bottom of the cast-in-place concrete layer 8, described
The one end of cast-in-place concrete bank protection 2 is provided with drainpipe 10, and the cast-in-place concrete bank protection 2 is provided with some movement joints 4, described dry
Pitched work 3 is located at the bottom of the cast-in-place concrete bank protection 2, and the dry stone pitching 3 is provided with laid dry rock layers 12, rubble pad
Layer 13 and sand bedding course 14, the blotter 13 is between the laid dry rock layers 12 and the sand bedding course 14, the loose stone
Bank protection 3 is divided for ten grids 5 by the movement joint 4, and is equipped with chevron shaped grid 6, the people inside ten grids 5
Connected between font grid 6 and the grid 5 by triangle cast-in-place concrete block 7.
Concrete spats 11 is installed between the cast-in-place concrete bank protection 2 and the dry stone pitching 3, improves connection
Stability.
The top of cast-in-place concrete bank protection 2 is connected with concrete and bears down on one 16, and the bottom of dry stone pitching 3 is connected with lock
Case 15.
The thickness of the cast-in-place concrete layer 8 is 10cm, and the thickness of the non-fine concrete bed course 9 is 7cm.
The thickness of the laid dry rock layers 12 is 30cm, and the thickness of the blotter 13 is 10cm, the sand bedding course 14
Thickness is 7cm.
Operation principle：A kind of protection slope, bank protection body 1 are provided with cast-in-place concrete bank protection 2 and dry stone pitching
3, the pouring concrete layer 8 that thickness is 10cm and the non-fine concrete bed course 9 that thickness is 7cm are provided with cast-in-place concrete bank protection 2,
It is 7cm that blotter 13 that laid dry rock layers 12, thickness that thickness is 30cm are 10cm and thickness are provided with dry stone pitching 3
Sand bedding course 14, be effectively improved the bulk strength of bank protection body 1, improve the block-water effect of bank protection body 1, cast-in-place coagulation
Drainpipe is set on native bank protection 2, draining can be carried out by drainpipe, effectively alleviate the pressure of bank protection body 1.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out with a variety of changes in the case where not departing from principle of the present utility model and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of protection slope, including bank protection body (1), it is characterised in that：The bank protection body (1) includes cast-in-place coagulation
Native bank protection (2) and dry stone pitching (3), the cast-in-place concrete bank protection (2) include cast-in-place concrete layer (8) and non-fine concrete
Bed course (9), the non-fine concrete bed course (9) are located at the bottom of the cast-in-place concrete layer (8), the cast-in-place concrete bank protection
(2) one end is provided with drainpipe (10), and the cast-in-place concrete bank protection (2) is provided with some movement joints (4), the loose stone shield
Slope (3) is located at the bottom of the cast-in-place concrete bank protection (2), and the dry stone pitching (3) is provided with laid dry rock layers (12), rubble
Bed course (13) and sand bedding course (14), the blotter (13) be located at the laid dry rock layers (12) and the sand bedding course (14) it
Between, the dry stone pitching (3) is divided into ten grids (5) by the movement joint (4), and ten grids (5) are internal
Provided with chevron shaped grid (6), pass through triangle cast-in-place concrete block (7) between the chevron shaped grid (6) and the grid (5)
Connection.
A kind of 2. protection slope according to claim 1, it is characterised in that：The cast-in-place concrete bank protection (2) with
Concrete spats (11) is installed between the dry stone pitching (3).
A kind of 3. protection slope according to claim 1, it is characterised in that：Cast-in-place concrete bank protection (2) top
End is connected with concrete and beared down on one (16), and dry stone pitching (3) bottom is connected with lock case (15).
A kind of 4. protection slope according to claim 1, it is characterised in that：The thickness of the cast-in-place concrete layer (8)
Spend for 10cm, the thickness of the non-fine concrete bed course (9) is 7cm.
A kind of 5. protection slope according to claim 1, it is characterised in that：The thickness of the laid dry rock layers (12) is
30cm, the thickness of the blotter (13) is 10cm, and the thickness of the sand bedding course (14) is 7cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721043315.XU CN207047790U (en) | 2017-08-21 | 2017-08-21 | A kind of protection slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721043315.XU CN207047790U (en) | 2017-08-21 | 2017-08-21 | A kind of protection slope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207047790U true CN207047790U (en) | 2018-02-27 |
Family
ID=61503325
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721043315.XU Expired - Fee Related CN207047790U (en) | 2017-08-21 | 2017-08-21 | A kind of protection slope |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207047790U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487191A (en) * | 2018-04-27 | 2018-09-04 | 河南创辉水利水电工程有限公司 | A method of double protection is carried out to river side slope |
-
2017
- 2017-08-21 CN CN201721043315.XU patent/CN207047790U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487191A (en) * | 2018-04-27 | 2018-09-04 | 河南创辉水利水电工程有限公司 | A method of double protection is carried out to river side slope |
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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: 20180227 Termination date: 20190821 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |