CN108049367A - A kind of dykes and dams safeguard structure and its construction method - Google Patents
A kind of dykes and dams safeguard structure and its construction method Download PDFInfo
- Publication number
- CN108049367A CN108049367A CN201711464135.3A CN201711464135A CN108049367A CN 108049367 A CN108049367 A CN 108049367A CN 201711464135 A CN201711464135 A CN 201711464135A CN 108049367 A CN108049367 A CN 108049367A
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- CN
- China
- Prior art keywords
- gabion net
- net cage
- dam
- reinforcing bar
- dykes
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The present invention relates to dam construction technical fields, especially a kind of dykes and dams safeguard structure, including multiple gabion net cages, the gabion net cage is arranged to cylindrical, multiple gabion net cages are sequentially placed each along the gradient direction of protecting slope of dam, and it is connected between two gabion net cages on adjacent position by multiple connection steel wires, it is open setting at the top of each gabion net cage, and the open end is connected with slot guard, the gabion net cage is welded with multiple first reinforcing bar banking pins close to the one side interval of protecting slope of dam, and multiple first reinforcing bar banking pins are plugged in protecting slope of dam, building stones filler is filled in multiple gabion net cages, the outside of multiple gabion net cages is covered with steel wire jointly.The present invention has the advantages that simple in structure, easy for construction and protection effect is good, and the protection of permanence can be provided for protecting slope of dam, convenient for actual use.
Description
Technical field
The present invention relates to dam construction technical field more particularly to a kind of dykes and dams safeguard structure and its construction methods.
Background technology
Traditional protecting slope of dam mainly grouts or placed rockfill bank protection, cast-in-place concrete bank protection, precast concrete block
Although these traditional protecting slope of dam structures are more firm, it is streaky to impact lower structure for a long time in current for bank protection etc.
Fragility, the safeguard structure on surface are easily washed away by current, influence the protection effect of protecting slope of dam, are not easy to actually use.
The content of the invention
The purpose of the present invention is to solve it is in the prior art be not easy to actual use the shortcomings that, and propose one
Kind dykes and dams safeguard structure and its construction method.
To achieve these goals, present invention employs following technical solutions：
A kind of dykes and dams safeguard structure is designed, including multiple gabion net cages, the gabion net cage is arranged to cylindrical, multiple stones
Cage net cage is sequentially placed each along the gradient direction of protecting slope of dam, and is passed through between two gabion net cages on adjacent position
Multiple connection steel wires connect, and are open setting at the top of each gabion net cage, and the open end is connected with slot guard, described
Gabion net cage is welded with multiple first reinforcing bar banking pins close to the one side interval of protecting slope of dam, and multiple first reinforcing bar banking pins are equal
It is plugged in protecting slope of dam, building stones filler is filled in multiple gabion net cages, the outside of multiple gabion net cages is common
Steel wire is covered with, the edge of the steel wire is connected by multiple second reinforcing bar banking pins with protecting slope of dam, and each
The top of two reinforcing bar banking pins is respectively connected with limiting plate.
Preferably, the building stones filler is arranged to the mixture of stone and soil.
Preferably, it is entrained with grass-seed in the building stones filler.
Preferably, the mesh diameter of the steel wire is less than the mesh diameter of gabion net cage, and the area of limiting plate is more than
The single mesh area of steel wire.
Preferably, be arranged at intervals with multiple reinforced bar support rings in the gabion net cage, and multiple reinforced bar support rings with
It is connected between gabion net cage by the way of welding.
Preferably, sealing rope is connected on the slot guard.
The present invention also provides a kind of construction method of dykes and dams safeguard structure, including following construction procedure：
S1, the gabion net cage for preparing multiple cylinders, opening is opened up in wherein one end of each gabion net cage, and in the opening
Connect slot guard；
S2, multiple reinforced bar support rings are spaced apart in the inside of each gabion net cage, and pass through electric welding equipment by reinforced bar support
Ring is welded to connect with gabion net cage；
S3, multiple first reinforcing bar banking pins, each first reinforcing bar are welded at the one side interval of the peripheral side of each gabion net cage
The length of banking pin is 15-25cm；
S4, the building stones filler made adequate preparation, and be mixed into grass-seed in building stones filler will be mixed into the building stones filler after grass-seed
It is packed into multiple gabion net cages；
S5, the multiple gabion net cages for filling building stones filler along the direction of protecting slope of dam are spaced apart successively, and make gabion
Multiple first reinforcing bar banking pins on net cage are inserted into the inside of protecting slope of dam, and gabion net cage is provided with one end of slot guard
It is located above, is connected between two on adjacent position gabion net cage by multiple connection steel wires；
S6, steel wire is equipped in the outer covers of multiple gabion net cages, and prepares more second reinforcing bar banking pins, limited in each reinforcing bar
One end welded limiting plate of position nail corresponds to the multiple second reinforcing bar banking pins for being welded with limiting plate along the edge of steel wire
Setting can be completed in the inside for being inserted into protecting slope of dam, and the length of each second reinforcing bar /V is 15-25cm.
A kind of dykes and dams safeguard structure proposed by the present invention and its construction method, advantageous effect are：The present invention has structure
Simply, the advantages of easy for construction and protection effect is good, multiple gabion net cages and steel wire have protecting slope of dam preferable
Protection effect, avoid dykes and dams protect surface for a long time be subject to impact the structure of protecting slope of dam is made to be lost in, and then influence protection imitate
The situation of fruit, and the building stones filler in gabion net cage convenient for being supplemented in time according to actual conditions, can be that dykes and dams protect
Slope provides the protection of permanence, convenient for actual use.
Description of the drawings
Fig. 1 is a kind of whole positive structure schematic of dykes and dams safeguard structure proposed by the present invention；
Fig. 2 is that a kind of gabion net cage of dykes and dams safeguard structure proposed by the present invention and the side of protecting slope of dam connection structure are illustrated
Figure.
In figure：Gabion net cage 1, building stones filler 2, connection steel wire 3, reinforced bar support ring 4, slot guard 5, protecting slope of dam
6th, steel wire 7, limiting plate 8, the first reinforcing bar banking pin 9.
Specific embodiment
Below in conjunction with the attached drawing in the embodiment of the present invention, the technical solution in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, instead of all the embodiments.
With reference to Fig. 1-2, a kind of dykes and dams safeguard structure, including multiple gabion net cages 1, gabion net cage 1 is arranged to cylindrical, more
A gabion net cage 1 is sequentially placed each along the gradient direction of protecting slope of dam 6, and two gabion net cages 1 on adjacent position
Between connected by multiple connection steel wires 3, the top of each gabion net cage 1 is open setting, and the open end be connected with it is narrow
Mouthful guard 5 is connected with sealing rope on slot guard 5, and sealing rope by slot guard 5 for tightening sealing, and open end is in stone
Filler in cage net cage 1 is supplemented in time when being lost in, and slot guard 5 can avoid filler from being flowed out from open end.Gabion box
Multiple reinforced bar support rings 4 are arranged at intervals in case 1, and using welding between multiple reinforced bar support rings 4 and gabion net cage 1
Mode connects, and multiple reinforced bar support rings 4 have.Preferable support effect, and can also improve the resistance to compression energy of gabion net cage 1
Power, convenient for actual use.
Gabion net cage 1 is welded with multiple first reinforcing bar banking pins 9, and multiple first close to the one side interval of protecting slope of dam 6
Reinforcing bar banking pin 9 is plugged in protecting slope of dam 6, filled with building stones filler 2, building stones filler 2 in multiple gabion net cages 1
The mixture of stone and soil is arranged to, grass-seed is entrained in building stones filler 2, is so set convenient for actual use, and grass
Seed can make the structure of building stones filler 2 more condense and consolidate after taking root, can also make building stones filler 2 and protecting slope of dam 6
Connection relation is even closer, effectively reduces the loss of building stones filler 2.The outside of multiple gabion net cages 1 is covered with steel wire jointly
Net 7, the edge of steel wire 7 is connected by multiple second reinforcing bar banking pins with protecting slope of dam 6, and each second reinforcing bar banking pin
Top be respectively connected with limiting plate 8.The mesh diameter of steel wire 7 is less than the mesh diameter of gabion net cage 1, and the face of limiting plate 8
For product more than the single mesh area of steel wire 7, so setting can make the structure of multiple gabion net cages 1 more firm, and also can
The loss of multiple 1 inside building stones fillers 2 of gabion net cage is enough reduced, there is preferable protection effect to dykes and dams, extend dykes and dams
Service life.
The present invention also provides a kind of construction method of dykes and dams safeguard structure, including following construction procedure：
S1, the gabion net cage 1 for preparing multiple cylinders, opening is opened up in wherein one end of each gabion net cage 1, and in the opening
Place's connection slot guard 5；
S2, multiple reinforced bar support rings 4 are spaced apart in the inside of each gabion net cage 1, and pass through electric welding equipment by reinforcement bar support
Pushing out ring circle 4 is welded to connect with gabion net cage 1；
S3, multiple first reinforcing bar banking pins 9, each first steel are welded at the one side interval of the peripheral side of each gabion net cage 1
The length of muscle banking pin 9 is 15-25cm；
S4, the building stones filler 2 made adequate preparation, and be mixed into grass-seed in building stones filler 2 will be mixed into the building stones after grass-seed and fill
Object 2 is packed into multiple gabion net cages 1；
S5, the multiple gabion net cages 1 for filling building stones filler 2 along the direction of protecting slope of dam 6 are spaced apart successively, and make stone
Multiple first reinforcing bar banking pins 9 on cage net cage 1 are inserted into the inside of protecting slope of dam 6, and gabion net cage 1 is provided with slot guard
5 one end is located above, and is connected between two on adjacent position gabion net cage 1 by multiple connection steel wires 3；
S6, steel wire 7 is equipped in the outer covers of multiple gabion net cages 1, and prepares more second reinforcing bar banking pins, in each reinforcing bar
One end welded limiting plate 8 of banking pin will be welded with edge of the multiple second reinforcing bar banking pins of limiting plate 8 along steel wire 7
Setting can be completed in the corresponding inside for being inserted into protecting slope of dam 6 in place, and the length of each second reinforcing bar /V is 15-25cm.
The foregoing is only a preferred embodiment of the present invention, but protection scope of the present invention be not limited thereto,
Any one skilled in the art in the technical scope disclosed by the present invention, technique according to the invention scheme and its
Inventive concept is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.
Claims (7)
1. a kind of dykes and dams safeguard structure, including multiple gabion net cages（1）, which is characterized in that the gabion net cage（1）It is arranged to round
Cylindricality, multiple gabion net cages（1）Each along protecting slope of dam（6）Gradient direction be sequentially placed, and on the adjacent position
Two gabion net cages（1）Between pass through multiple connection steel wires（3）Connection, each gabion net cage（1）Top be that opening is set
It puts, and the open end is connected with slot guard（5）, the gabion net cage（1）Close to protecting slope of dam（6）One side interval be welded with
Multiple first reinforcing bar banking pins（9）, and multiple first reinforcing bar banking pins（9）It is plugged in protecting slope of dam（6）It is interior, multiple stones
Cage net cage（1）Inside it is filled with building stones filler（2）, multiple gabion net cages（1）Outside be covered with steel wire jointly（7）, institute
State steel wire（7）Edge pass through multiple second reinforcing bar banking pins and protecting slope of dam（6）Connection, and each second reinforcing bar /V
The top of nail is respectively connected with limiting plate（8）.
A kind of 2. dykes and dams safeguard structure according to claim 1, which is characterized in that the building stones filler（2）It is arranged to
The mixture of stone and soil.
A kind of 3. dykes and dams safeguard structure according to claim 1, which is characterized in that the building stones filler（2）Interior entrainment
There is grass-seed.
A kind of 4. dykes and dams safeguard structure according to claim 1, which is characterized in that the steel wire（7）Mesh diameter
Less than gabion net cage（1）Mesh diameter, and limiting plate（8）Area be more than steel wire（7）Single mesh area.
A kind of 5. dykes and dams safeguard structure according to claim 1, which is characterized in that the gabion net cage（1）Interior interval is set
It is equipped with multiple reinforced bar support rings（4）, and multiple reinforced bar support rings（4）With gabion net cage（1）Between using welding by the way of
Connection.
A kind of 6. dykes and dams safeguard structure according to claim 1, which is characterized in that the slot guard（5）On be connected with
Sealing rope.
7. the construction method of a kind of dykes and dams safeguard structure according to claim 1, which is characterized in that including following construction step
Suddenly：
S1, the gabion net cage for preparing multiple cylinders（1）, in each gabion net cage（1）Wherein one end open up opening, and at this
Opening connects slot guard（5）；
S2, in each gabion net cage（1）Inside be spaced apart multiple reinforced bar support rings（4）, and pass through electric welding equipment by steel
Muscle supports ring（4）With gabion net cage（1）It is welded to connect；
S3, in each gabion net cage（1）The one side interval of peripheral side weld multiple first reinforcing bar banking pins（9）, Mei Ge
One reinforcing bar banking pin（9）Length be 15-25cm；
S4, the building stones filler made adequate preparation（2）, and in building stones filler（2）In be mixed into grass-seed, the building stones after grass-seed will be mixed into
Filler（2）It is packed into multiple gabion net cages（1）It is interior；
S5, building stones filler will be filled（2）Multiple gabion net cages（1）Along protecting slope of dam（6）Direction be spaced apart successively,
And make gabion net cage（1）On multiple first reinforcing bar banking pins（9）It is inserted into protecting slope of dam（6）Inside, and gabion net cage（1）
It is provided with slot guard（5）One end be located above, two on adjacent position gabion net cage（1）Between pass through multiple connection steel
Silk（3）Connection；
S6, in multiple gabion net cages（1）Outer cover be equipped with steel wire（7）, and prepare more second reinforcing bar banking pins, each
One end welded limiting plate of reinforcing bar banking pin（8）, limiting plate will be welded with（8）Multiple second reinforcing bar banking pins along steel wire
（7）Edge correspond to be inserted into protecting slope of dam（6）Inside setting can be completed, the length of each second reinforcing bar /V is
15-25cm。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711464135.3A CN108049367A (en) | 2017-12-28 | 2017-12-28 | A kind of dykes and dams safeguard structure and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711464135.3A CN108049367A (en) | 2017-12-28 | 2017-12-28 | A kind of dykes and dams safeguard structure and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108049367A true CN108049367A (en) | 2018-05-18 |
Family
ID=62128184
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711464135.3A Pending CN108049367A (en) | 2017-12-28 | 2017-12-28 | A kind of dykes and dams safeguard structure and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108049367A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113481938A (en) * | 2021-07-10 | 2021-10-08 | 绿美艺环境建设集团有限公司 | Silty river stone cage combined plant-growing protection pad ecological revetment and construction method thereof |
| CN117230752A (en) * | 2023-11-01 | 2023-12-15 | 华北水利水电大学 | Dam restoration structure and construction method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204385680U (en) * | 2014-11-17 | 2015-06-10 | 任立 | A kind of ecological revetment |
| CN105178338A (en) * | 2015-08-21 | 2015-12-23 | 中国电建集团贵阳勘测设计研究院有限公司 | Soil slope protecting structure and protecting method thereof |
| CN205100228U (en) * | 2015-11-06 | 2016-03-23 | 孙红兰 | Dykes and dams bank protection grid |
| CN205636764U (en) * | 2016-05-27 | 2016-10-12 | 中国电建集团铁路建设有限公司 | High cliff matter slope planting protective structure |
-
2017
- 2017-12-28 CN CN201711464135.3A patent/CN108049367A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204385680U (en) * | 2014-11-17 | 2015-06-10 | 任立 | A kind of ecological revetment |
| CN105178338A (en) * | 2015-08-21 | 2015-12-23 | 中国电建集团贵阳勘测设计研究院有限公司 | Soil slope protecting structure and protecting method thereof |
| CN205100228U (en) * | 2015-11-06 | 2016-03-23 | 孙红兰 | Dykes and dams bank protection grid |
| CN205636764U (en) * | 2016-05-27 | 2016-10-12 | 中国电建集团铁路建设有限公司 | High cliff matter slope planting protective structure |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113481938A (en) * | 2021-07-10 | 2021-10-08 | 绿美艺环境建设集团有限公司 | Silty river stone cage combined plant-growing protection pad ecological revetment and construction method thereof |
| CN117230752A (en) * | 2023-11-01 | 2023-12-15 | 华北水利水电大学 | Dam restoration structure and construction method |
| CN117230752B (en) * | 2023-11-01 | 2024-04-16 | 华北水利水电大学 | Dam restoration structure and construction method |
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| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180518 |
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| WD01 | Invention patent application deemed withdrawn after publication |