CN206448238U - A kind of guard system for hydraulic engineering side slope - Google Patents
A kind of guard system for hydraulic engineering side slope Download PDFInfo
- Publication number
- CN206448238U CN206448238U CN201621159866.8U CN201621159866U CN206448238U CN 206448238 U CN206448238 U CN 206448238U CN 201621159866 U CN201621159866 U CN 201621159866U CN 206448238 U CN206448238 U CN 206448238U
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- CN
- China
- Prior art keywords
- concreting
- concreting beam
- concrete lift
- side slope
- hydraulic engineering
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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.)
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Abstract
The utility model discloses a kind of guard system for hydraulic engineering side slope, including Channel slope, the first concrete lift, the second concrete lift, the first concreting beam and the second concreting beam, the first concrete lift is poured on the outside of Channel slope, the outside of its first concrete lift has poured the first concreting beam and the second concreting beam respectively.The first concreting beam and the second concreting beam that the utility model is poured by intersecting on the first concrete lift, and first steel wire fixed by bayonet socket between concreting beam and the second concreting beam, web plate, soil bed course and the water plant seed holding chamber being equipped with again simultaneously, so that the guard system for being used for hydraulic engineering side slope has reached that stability is high in use, maintenance is convenient, has the effect of purification function to water quality.
Description
Technical field
The utility model is related to hydraulic engineering side slope protection technical field, specially a kind of for the anti-of hydraulic engineering side slope
Protecting system.
Background technology
At present, in hydraulic engineering, because river course bank slope is for a long time by current scour, causes side slope unstable, easily go out
Existing slope and land slide or situation about collapsing, cause larger economic loss and security risk, therefore apply in China's hydraulic engineering construction
In work, it will usually which Riparian buffers are taken with the safeguard procedures of correlation, currently used in the side slope protection technology of hydraulic engineering, it is prevented
The stability of protecting wire net is poor, and maintenance is inconvenient, the function of purification is not had simultaneously for water quality.
Utility model content
The purpose of this utility model is to provide a kind of guard system for hydraulic engineering side slope possess stability height,
Maintenance is convenient, has the advantages that purification function to water quality, and it is poor to solve side slope protection facility stability in the prior art, overhauls not
Just the problem of and to water quality not possessing purification function.
To achieve the above object, the utility model provides following technical scheme：
A kind of guard system for hydraulic engineering side slope, including Channel slope, the first concrete lift, the second coagulation
Native LIFT, the first concreting beam and the second concreting beam, the Channel slope bottom are river course bottom, the river course
Poured on the outside of side slope and poured the second concrete lift at the top of the first concrete lift, the river course bottom, it is described
Concrete block is equipped with the top of second concrete lift, the inside of first concrete lift is embedded with enhancement layer,
The outside of its first concrete lift has poured the first concreting beam and the second concreting beam, described first respectively
It is cross-like structure, the first concreting beam and the second coagulation between concreting beam and the second concreting beam
The both sides of pre-buried whippletree, the both sides of the first concreting beam and the second concreting beam are equipped with inside native casting beams
Lead between bayonet socket on the equidistant bayonet socket and the second concreting beam being provided with bayonet socket, the first concreting beam
Steel wire connection is crossed, the bottom of the steel wire is equipped with stone, and the bottom of the stone is provided with web plate, the bottom of the web plate
Soil bed course is provided between the first concrete lift, the inner homogeneous of the soil bed course is distributed with water plant seed and put
Put room.
It is preferred that, the bottom of first concrete lift is equipped with pile with the bottom of the second concrete lift,
The pile is the cylindrical structural of concreting.
It is preferred that, the network structure that the enhancement layer is made up of reinforcement welding.
It is preferred that, pass through fixture phase between the bayonet socket and the first concreting beam and the second concreting beam
Fixed, the steel wire is made up of a diameter of 3.5-4.5 millimeters stainless steel wire, and the mesh of its steel wire is to wait hexagon knot
Structure, a diameter of 20 centimetres of its mesh.
It is preferred that, inside the outside of the pre-buried whippletree inside the first concreting beam and the second concreting beam
Pre-buried whippletree outside it is equidistant be provided with spacing ring, the spacing ring bottom is fixed on inside the first concrete lift
On enhancement layer.
Compared with prior art, the beneficial effects of the utility model are as follows：
1st, the utility model is by pouring the first concrete lift on Channel slope, and in the first concrete lift
It is upper to intersect the first concreting beam and the second concreting beam poured so that this is used for the protection system of hydraulic engineering side slope
The overall stability of system is greatly improved, then coordinates and pass through between the first concreting beam and the second concreting beam
The steel wire that bayonet socket is fixed, and the stone that steel wire sieve bottom is laid so that this is used for guard system inspection of hydraulic engineering side slope
Simpler convenience when repairing, while coordinate the web plate and soil bed course set in stone bottom, and in soil bed course uniformly
The water plant seed holding chamber of distribution so that the guard system for being used for hydraulic engineering side slope has reached surely in use
Qualitative height, maintenance is convenient, has the effect of purification function to water quality.
2nd, the utility model is on Channel slope by pouring the first concrete lift, and in the first concreting
Layer bottom sets pile and sets enhancement layer inside the first concrete lift, can effectively improve the protection system of the side slope
Stability of the system on Channel slope, greatly improves the erosion control brushing effects of slope protection system, meanwhile, in the first concrete
Intersect the first concreting beam and the second concreting beam poured on LIFT, enable to the first concreting beam
And second intersect between concreting beam and constitute rhombus net grating texture, then coordinate the first concreting beam and the second coagulation
The steel wire fixed between native casting beams by bayonet socket, and the stone that steel wire sieve bottom is laid so that the slope protection system
In use, staff can be facilitated in the case where not influenceing the normal use of the slope protection system, individually to a certain
The steel wire at place is changed so that the maintenance of the slope protection system more facilitates, meanwhile, the soil bed course of setting can
Good basis effectively is provided for the growth of water plant, then coordinates the water plant seed set in soil bed course to place
Room so that the slope protection system in use, after the water plant germination in water plant seed holding chamber, makes
Obtaining the slope protection system has the function of good purification of water quality, is set so as to effectively solve side slope protection in the prior art
Apply stability poor, the problem of maintenance is inconvenient and does not possess purification function to water quality.
Brief description of the drawings
Fig. 1 is the utility model structural representation；
Fig. 2 is structural representation at A in Fig. 1；
Fig. 3 is the local overlooking the structure diagram of the utility model.
In figure：1 Channel slope, 2 river course bottoms, 3 first concrete lifts, 4 second concrete lifts, 5 piles, 6 are mixed
Solidifying soil block, 7 enhancement layers, 8 first concreting beams, 9 second concreting beams, 10 pre-buried whippletrees, 11 bayonet sockets, 12 are fixed
Part, 13 spacing rings, 14 steel wires, 15 stones, 16 web plates, 17 soil bed courses, 18 water plant seed holding chambers.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, 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, belongs to the scope of the utility model protection.
Fig. 1-3 are referred to, a kind of guard system for hydraulic engineering side slope, including Channel slope 1, the first concrete are poured
Layer 3, the second concrete lift 4, the first concreting beam 8 and the second concreting beam 9 are built, the bottom of Channel slope 1 is
River course bottom 2, the outside of Channel slope 1 has poured the first concrete lift 3, and the top at river course bottom 2 has poured the second concrete
LIFT 4, the top of the second concrete lift 4 is equipped with concrete block 6, the bottom and second of the first concrete lift 3
The bottom of concrete lift 4 is equipped with pile 5, and pile 5 is the cylindrical structural of concreting, and the first concrete is poured
The inside for building layer 3 is embedded with enhancement layer 7, the network structure that enhancement layer 7 is made up of reinforcement welding, its first concrete lift 3
Outside poured the first concreting beam 8 and the second concreting beam 9, the first concreting beam 8 and second respectively
It is the structure that intersects between concreting beam 9, is all provided with inside the first concreting beam 8 and the second concreting beam 9
Have inside outside and the second concreting beam 9 of pre-buried whippletree 10 inside pre-buried whippletree 10, the first concreting beam 8
The outside of pre-buried whippletree 10 is equidistant to be provided with spacing ring 13, and the bottom of spacing ring 13 is fixed on inside the first concrete lift 3
Enhancement layer 7 on, set spacing ring 13 and pre-buried whippletree 10 further to improve the first concreting beam 8 and second
The both sides of the stability of concreting beam 9, the both sides of the first concreting beam 8 and the second concreting beam 9 are equidistant
From provided with bayonet socket 11, pass through between the bayonet socket 11 on the concreting beam 9 of bayonet socket 11 and second on the first concreting beam 8
Steel wire 14 is connected, and passes through the phase of fixture 12 between bayonet socket 11 and the first concreting beam 8 and the second concreting beam 9
Fixed, steel wire 14 is made up of a diameter of 3.5-4.5 millimeters stainless steel wire, and the mesh of its steel wire 14 is to wait hexagon knot
Structure, a diameter of 20 centimetres of its mesh, the bottom of steel wire 14 is equipped with stone 15, and the bottom of stone 15 is provided with web plate 16, net
Soil bed course 17 is provided between the bottom of plate 16 and the first concrete lift 3, water is distributed with the inner homogeneous of soil bed course 17
Plant seed holding chamber 18.
The utility model on Channel slope 1 by pouring the first concrete lift 3, and in the first concreting
3 bottom of layer set pile 5 and enhancement layer 7 are set inside the first concrete lift 3, can effectively improve the anti-of the side slope
Stability of the protecting system on Channel slope 1, greatly improves the erosion control brushing effects of slope protection system, meanwhile, first
Intersect the first concreting beam 8 and the second concreting beam 9 poured on concrete lift 3, enable to first to mix
Intersect between the solidifying soil concreting beam 9 of casting beams 8 and second and constitute rhombus net grating texture, then coordinate the first concreting
The steel wire 14 fixed between the concreting beam 9 of beam 8 and second by bayonet socket 11, and the stone that the bottom of steel wire 14 is laid
15 so that the slope protection system in use, can facilitate staff not influenceing the slope protection system normally to use
In the case of, individually the steel wire 14 of certain is changed so that the maintenance of the slope protection system more facilitates, together
When, the soil bed course 17 of setting effectively can provide good basis, the web plate 16 of setting can for the growth of water plant
Effectively prevent soil bed course 17 from being broken up or being washed away by current, then coordinate the water plant seed set in soil bed course 17 to place
Room 18 so that the slope protection system in use, the water plant germination in water plant seed holding chamber 18
Afterwards so that the slope protection system has the function of good purification of water quality.
This is used for the guard system of hydraulic engineering side slope, during construction, and workmen is first logical in Channel slope 1 and river course bottom 2
Drilling machine drilling is crossed, then filling concrete pile 5 is formed into drilling, then again on Channel slope 1 and 2 points of river course bottom
Not by concreting the first concrete lift 3 and the second concrete lift 4, on the second concrete lift 4
Even laying concrete block 6, the first concreting is built on the first concrete lift 3 by building mould concrete intersection
The concreting beam 9 of beam 8 and second, the water chestnut then constituted between the first concreting beam 8 and the second concreting beam 9
One layer of soil bed course 17 of laying, is uniformly arranged water plant seed holding chamber 18 in soil bed course 17 in shape grid, and in water
Water plant seed, then the nerve of a covering plate 16 on soil bed course 17, then in web plate 16 are buried in plant seed holding chamber 18
Upper laying stone 15, finally covers steel wire 14, the edge of steel wire 14 is each attached to the first concreting on stone 15
In bayonet socket 11 on the concreting beam 9 of beam 8 and second.
In summary：This is used for the guard system of hydraulic engineering side slope, is poured by pouring the first concrete on Channel slope 1
Layer 3 is built, and intersects the first concreting beam 8 and the second concreting beam poured on the first concrete lift 3
9 so that the overall stability of the guard system for being used for hydraulic engineering side slope is greatly improved, then coordinates the first concrete
The steel wire 14 fixed between the concreting beam 9 of casting beams 8 and second by bayonet socket 11, and the laying of the bottom of steel wire 14
Stone 15 so that this is used for simpler convenience during the guard system maintenance of hydraulic engineering side slope, while coordinating at the bottom of stone 15
Web plate 16 and soil bed course 17 that portion is set, and the equally distributed water plant seed holding chamber 18 in soil bed course 17,
So that the guard system for being used for hydraulic engineering side slope has reached that stability is high in use, maintenance is convenient, has to water quality
Have the effect of purification function so that it is poor effectively to solve side slope protection facility stability in the prior art, maintenance inconvenience and
The problem of not possessing purification function to water quality.
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 in the case where not departing from principle of the present utility model and spirit a variety of changes, repaiies
Change, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of guard system for hydraulic engineering side slope, including Channel slope（1）, the first concrete lift（3）, second
Concrete lift（4）, the first concreting beam（8）With the second concreting beam（9）, it is characterised in that：The river course
Side slope（1）Bottom is river course bottom（2）, the Channel slope（1）Outside poured the first concrete lift（3）, the river
Road bottom（2）Top poured the second concrete lift（4）, second concrete lift（4）Top be equipped with mixed
Solidifying soil block（6）, first concrete lift（3）Inside be embedded with enhancement layer（7）, its first concrete lift（3）
Outside poured the first concreting beam respectively（8）With the second concreting beam（9）, the first concreting beam
（8）With the second concreting beam（9）Between to intersect structure, the first concreting beam（8）With the second coagulation
Native casting beams（9）Inside is equipped with pre-buried whippletree（10）, the first concreting beam（8）Both sides and the second concrete pour
Build beam（9）Both sides it is equidistant be provided with bayonet socket（11）, the first concreting beam（8）On bayonet socket（11）It is mixed with second
Solidifying soil casting beams（9）On bayonet socket（11）Between pass through steel wire（14）Connection, the steel wire（14）Bottom be equipped with stone
Block（15）, the stone（15）Bottom be provided with web plate（16）, the web plate（16）Bottom and the first concrete lift（3）
Between be provided with soil bed course（17）, the soil bed course（17）Inner homogeneous water plant seed holding chamber is distributed with（18）.
2. a kind of guard system for hydraulic engineering side slope according to claim 1, it is characterised in that：Described first mixes
Solidifying soil LIFT（3）Bottom and the second concrete lift（4）Bottom be equipped with pile（5）, the pile（5）For coagulation
The cylindrical structural that soil is poured.
3. a kind of guard system for hydraulic engineering side slope according to claim 1, it is characterised in that：The enhancement layer
（7）The network structure being made up of reinforcement welding.
4. a kind of guard system for hydraulic engineering side slope according to claim 1, it is characterised in that：The bayonet socket
（11）With the first concreting beam（8）With the second concreting beam（9）Between pass through fixture（12）It is mutually fixed, it is described
Steel wire（14）It is made up of a diameter of 3.5-4.5 millimeters stainless steel wire, its steel wire（14）Mesh for wait hexagonal structure,
A diameter of 20 centimetres of its mesh.
5. a kind of guard system for hydraulic engineering side slope according to claim 1, it is characterised in that：Described first mixes
Solidifying soil casting beams（8）Internal pre-buried whippletree（10）Outside and the second concreting beam（9）Internal pre-buried whippletree（10）
Outside it is equidistant be provided with spacing ring（13）, the spacing ring（13）Bottom is fixed on the first concrete lift（3）It is internal
Enhancement layer（7）On.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621159866.8U CN206448238U (en) | 2016-11-01 | 2016-11-01 | A kind of guard system for hydraulic engineering side slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621159866.8U CN206448238U (en) | 2016-11-01 | 2016-11-01 | A kind of guard system for hydraulic engineering side slope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206448238U true CN206448238U (en) | 2017-08-29 |
Family
ID=59662289
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621159866.8U Expired - Fee Related CN206448238U (en) | 2016-11-01 | 2016-11-01 | A kind of guard system for hydraulic engineering side slope |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206448238U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108867552A (en) * | 2018-06-28 | 2018-11-23 | 李艳辉 | A kind of riverbank peg board revetment structure and revetment method |
| CN109555133A (en) * | 2017-09-27 | 2019-04-02 | 广东金东建设工程公司 | A kind of method and structure of slope controlling stability |
-
2016
- 2016-11-01 CN CN201621159866.8U patent/CN206448238U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109555133A (en) * | 2017-09-27 | 2019-04-02 | 广东金东建设工程公司 | A kind of method and structure of slope controlling stability |
| CN109555133B (en) * | 2017-09-27 | 2020-09-15 | 广东金东建设工程公司 | Method and structure for governing slope stability |
| CN108867552A (en) * | 2018-06-28 | 2018-11-23 | 李艳辉 | A kind of riverbank peg board revetment structure and revetment method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170829 Termination date: 20181101 |