CN208055985U - A kind of hydraulic engineering plunger type dam reinforcement structure - Google Patents
A kind of hydraulic engineering plunger type dam reinforcement structure Download PDFInfo
- Publication number
- CN208055985U CN208055985U CN201820558687.4U CN201820558687U CN208055985U CN 208055985 U CN208055985 U CN 208055985U CN 201820558687 U CN201820558687 U CN 201820558687U CN 208055985 U CN208055985 U CN 208055985U
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- China
- Prior art keywords
- dams
- dykes
- concrete strengthening
- hydraulic engineering
- reinforcement structure
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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 is related to technical field of buildings, more specifically to a kind of hydraulic engineering plunger type dam reinforcement structure, including dykes and dams, the dykes and dams inner cavity is inlaid with concrete strengthening stake, and concrete strengthening stake bottom end is welded with slot, the concrete strengthening stake top outer is horizontally installed with cross-brace steel pipe, and concrete strengthening stake inner cavity is provided with plunger conduit, and the plunger catheter tip is communicated with inlet.It is simple in structure, increase secured between the intensity and a connector of dykes and dams, to improve the stability of dykes and dams, buffer layer pad can effectively absorb vibration energy, improve the anti-seismic performance of dykes and dams, easy to operate.
Description
Technical field
The utility model is related to a kind of dykes and dams, refer in particular to a kind of hydraulic engineering plunger type dam reinforcement structure, belong to water conservancy work
Journey technical field.
Background technology
Dykes and dams：Total appellation of dike and dam also refers to building and structures that waterproof blocks water：Such as to step up to build dike
Dam, with flood-proof.Modern dam mainly has two major classes：Earth and rockfill dam and concrete dam, in recent years, large-scale dykes and dams all use high-tech
The reinforced concrete construction of skill.
In hydraulic engineering construction, dykes and dams are to stop the significant components of flood, and current dam construction stability is poor,
Dykes and dams bottom end is highly susceptible to corrode, so that dykes and dams are by serious impact, since the intensity of dykes and dams is relatively low, so as to cause
The damage of dykes and dams, therefore the stability of dykes and dams and shock resistance are the very important characteristics of building, therefore design a kind of hydraulic engineering
Plunger type dam reinforcement structure is necessary.
Utility model content
The utility model aim is for overcome the deficiencies in the prior art and provides a kind of hydraulic engineering plunger type dykes and dams and add
Fixing structure, it is simple in structure, increase it is secured between the intensity and a connector of dykes and dams, to improve the stability of dykes and dams,
Buffer layer pad can effectively absorb vibration energy, improve the anti-seismic performance of dykes and dams, easy to operate.
In order to achieve the above objectives, the technical solution adopted in the utility model is：A kind of hydraulic engineering plunger type dam reinforcement
Structure, including dykes and dams, the dykes and dams inner cavity is inlaid with concrete strengthening stake, and concrete strengthening stake bottom end is welded with slot, institute
It states concrete strengthening stake top outer and is horizontally installed with cross-brace steel pipe, and concrete strengthening stake inner cavity is provided with plunger and leads
Pipe, the plunger catheter tip are communicated with inlet.
As advanced optimizing for the technical program, a kind of hydraulic engineering plunger type dam reinforcement structure institute of the utility model
It states dykes and dams surface and is provided with diversion trench, and dykes and dams bottom end is fixed and is filled with erosion resistant coating.
As advanced optimizing for the technical program, a kind of hydraulic engineering plunger type dam reinforcement structure institute of the utility model
Dykes and dams internal layer concrete strengthening layer is stated, and bottom end is fixed filled with stone sand layer, stone sand layer top end face level peace in dykes and dams
Equipped with cushion pad.
As advanced optimizing for the technical program, a kind of hydraulic engineering plunger type dam reinforcement structure institute of the utility model
Stating cushion pad side cross weld has metal reinforced pipe.
Due to the application of the above technical scheme, the utility model has following advantages compared with prior art：
A kind of hydraulic engineering plunger type dam reinforcement structure of the utility model,
1, it is used by using concrete strengthening stake cooperation slot so that slot is inserted into inside ground, convenient for increasing dykes and dams
The stability of the concrete strengthening stake of inner cavity, and then ensure embankment safety, it is used by using plunger tubes fit inlet, energy
The enough inside that cement mortar is effectively injected into dykes and dams increases to improve fastness be bonded between dykes and dams and concrete strengthening stake
Add the stability of concrete strengthening stake, and concrete strengthening stake top outer is provided with cross-brace steel pipe, can effectively increase
Add the fastness between concrete strengthening stake.
2, by using filled stone layer of sand, water slug dykes and dams bottom end can be effectively prevent so that dam base is damaged,
Vibration energy can be effectively absorbed, is carried convenient for cutting down damage of the impact force of outside water to dykes and dams in combination with cushion pad
The anti-seismic performance of high dykes and dams, and increase the internal structure knot of dykes and dams using metal reinforced pipe to improve the stability of dykes and dams
Real, dykes and dams are not easily broken, easy to operate.
Description of the drawings
Technical solutions of the utility model are described further below in conjunction with the accompanying drawings：
Attached drawing 1 is a kind of structural schematic diagram of hydraulic engineering plunger type dam reinforcement structure of the utility model.
Attached drawing 2 is a kind of dam configuration schematic diagram of hydraulic engineering plunger type dam reinforcement structure of the utility model.
Wherein：Dykes and dams 1, concrete strengthening stake 2, slot 3, cross-brace steel pipe 4, diversion trench 5, erosion resistant coating 6, plunger conduit
7, inlet 8, concrete strengthening layer 9, stone sand layer 10, cushion pad 11, metal reinforced pipe 12.
Specific implementation mode
Below in conjunction with the accompanying drawings and specific embodiment the utility model is described in further detail.
A kind of hydraulic engineering plunger type dam reinforcement structure of the utility model as shown in attached drawing 1-2, including dykes and dams 1,
1 inner cavity of dykes and dams is inlaid with concrete strengthening stake 2, and 2 bottom end of concrete strengthening stake is welded with slot 3,2 top of concrete strengthening stake
Outside is horizontally installed with cross-brace steel pipe 4, and 2 inner cavity of concrete strengthening stake is provided with plunger conduit 7,7 top of plunger conduit
It is communicated with inlet 8.
1 surface of dykes and dams is provided with diversion trench 5, and 1 bottom end of dykes and dams is fixed and is filled with erosion resistant coating 6, and layer concrete adds in dykes and dams 1
Gu layer 9, and bottom end is fixed filled with stone sand layer 10 in dykes and dams 1,10 top end face of stone sand layer is horizontally installed with cushion pad 11, delays
Rushing 11 side cross weld of cushion block has metal reinforced pipe 12.
By in 1 inner cavity of dykes and dams through having concrete strengthening stake 2 and the slot 3 of bottom end coordinated to use so that the insertion of slot 3
Inside ground, convenient for the stability of the concrete strengthening stake 2 of 1 inner cavity of increase dykes and dams, and then ensure embankment safety, by coagulation
2 inside setting plunger conduit 7 of native reinforcing pile coordinates inlet 8 to use, and cement mortar can be effectively injected into the inside of dykes and dams 1,
To improve fastness be bonded between dykes and dams 1 and concrete strengthening stake 2, increase the stability of concrete strengthening stake 2, and mixed
Solidifying soil 2 top outer of reinforcing pile is provided with cross-brace steel pipe 4, the fastness that can be effectively increased between concrete strengthening stake 2,
By the bottom end filled stone layer of sand 10 in dykes and dams 1,1 bottom end of water slug dykes and dams can be effectively prevent so that damaged 1 bottom of dykes and dams
It is bad, and then water can be effectively prevent to immerse 1 internal layer of dykes and dams, vacuum bubbles are used in combination with cushion pad 11, it is extraneous convenient for cutting down
Damage of the impact force of water to dykes and dams 1 can effectively absorb vibration energy, improve the anti-seismic performance of dykes and dams 1, can effectively protect
The safe effect of dykes and dams 1 is demonstrate,proved, and metal reinforced pipe 12 is welded on 11 top of cushion pad, to improve the stability of dykes and dams 1,
The internal structure for increasing dykes and dams 1 is solid, and dykes and dams 1 are not easily broken, easy to operate.
The specific application example that the above is only the utility model does not constitute the scope of protection of the utility model any limit
System.Any technical scheme formed by adopting equivalent transformation or equivalent replacement, all fall within the utility model rights protection scope it
It is interior.
Claims (4)
1. a kind of hydraulic engineering plunger type dam reinforcement structure, including dykes and dams (1), it is characterised in that：Dykes and dams (1) the inner cavity edge
Embedded with concrete strengthening stake (2), and concrete strengthening stake (2) bottom end is welded with slot (3), concrete strengthening stake (2) top
It is horizontally installed with cross-brace steel pipe (4) on the outside of portion, and concrete strengthening stake (2) inner cavity is provided with plunger conduit (7), the column
Plug conduit (7) top is communicated with inlet (8).
2. a kind of hydraulic engineering plunger type dam reinforcement structure according to claim 1, it is characterised in that：The dykes and dams
(1) surface is provided with diversion trench (5), and dykes and dams (1) bottom end is fixed and is filled with erosion resistant coating (6).
3. a kind of hydraulic engineering plunger type dam reinforcement structure according to claim 1, it is characterised in that：The dykes and dams
(1) internal layer concrete strengthening layer (9), and the interior bottom end of dykes and dams (1) is fixed and is filled with stone sand layer (10), stone sand layer (10) top
End face is horizontally installed with cushion pad (11).
4. a kind of hydraulic engineering plunger type dam reinforcement structure according to claim 3, it is characterised in that：The cushion pad
Block (11) side cross weld has metal reinforced pipe (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820558687.4U CN208055985U (en) | 2018-04-09 | 2018-04-09 | A kind of hydraulic engineering plunger type dam reinforcement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820558687.4U CN208055985U (en) | 2018-04-09 | 2018-04-09 | A kind of hydraulic engineering plunger type dam reinforcement structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208055985U true CN208055985U (en) | 2018-11-06 |
Family
ID=63983132
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820558687.4U Expired - Fee Related CN208055985U (en) | 2018-04-09 | 2018-04-09 | A kind of hydraulic engineering plunger type dam reinforcement structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208055985U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114059537A (en) * | 2021-11-26 | 2022-02-18 | 宁夏汇泽建设工程有限责任公司 | Concrete pouring device and method for preventing heat and cold deformation |
-
2018
- 2018-04-09 CN CN201820558687.4U patent/CN208055985U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114059537A (en) * | 2021-11-26 | 2022-02-18 | 宁夏汇泽建设工程有限责任公司 | Concrete pouring device and method for preventing heat and cold deformation |
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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: 20181106 Termination date: 20190409 |
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| CF01 | Termination of patent right due to non-payment of annual fee |