CN205934837U - Quick equipment of demolising of asphalt concrete core on dyke, dam - Google Patents
Quick equipment of demolising of asphalt concrete core on dyke, dam Download PDFInfo
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- CN205934837U CN205934837U CN201620931706.4U CN201620931706U CN205934837U CN 205934837 U CN205934837 U CN 205934837U CN 201620931706 U CN201620931706 U CN 201620931706U CN 205934837 U CN205934837 U CN 205934837U
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- concrete core
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- asphaltic concrete
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Abstract
The utility model provides a quick equipment of demolising of asphalt concrete core on dyke, dam includes the frame, frame lower part is equipped with removes the wheel, being equipped with crushing member on the frame, getting the material part, crushing member establishes and is getting material part the place ahead, crushing member includes driving motor, and establishes the broken pick at the driving motor power take off end, get the material part and include the swivel mount by rotating motor driven, connect the hopper on the swivel mount. The utility model has the advantages that, demolish swift, simple, low -priced, the easy realization, and reliable, provide the new installation and method for for the asphalt concrete core who demolishs unqualified dyke, dam.
Description
Technical field
The utility model be related to field be water conservancy, hydroelectric project dam, watch out for unqualified with mine tailing hurdle slag dam engineering one kind
Compaction type or cast asphalt concrete impervious core remove fast method.
Background technology
Water conservancy, hydroelectric project dam, watch out for compaction type and cast asphalt concrete impervious core with mine tailing hurdle slag dam
It is little that structure has a quantities, and speed of application is fast, the advantages of noiseless to dam construction；Compaction type and cast is adopted in engineering design
Formula bituminous concrete becomes developing direction as impervious core material, make simultaneously asphaltic concrete core wall dike, dam engineering water conservancy,
Bigger development is obtained in hydropower industry.When not long, the construction of application rolling asphalt concrete cutoff core wall in the dike of China, dam
Technical capability and management level mixed with quality testing test unit；And asphaltic concrete core wall is by bituminous concrete
Superposition is formed from level to level, and the asphalt concrete construction quality that even every 1 meter of each layer all concerns the antiseepage effect of whole core-wall
Really；, due to aggregate separated or leakiness of vibrating, easily quality problems, causes in especially casting bitumen concrete core
Drainage in asphaltic concrete core wall.Existing《Hydraulic asphalt concrete job specfication》The regulation asphalt concrete seepage prevention heart
Wall takes boring core sample detection test when often rising 2～4, some dikes, dam asphaltic concrete core wall are gone up when finding defective in quality
Rise more than 1m, the asphaltic concrete core wall excavating large volume is highly difficult, and costly, that time-consuming is not only highly difficult, costly,
Time-consuming；The conventional method dismounting underproof asphaltic concrete core wall of large volume is not only difficult, but also easily disturbs when removing
The extraneous qualified core-wall bituminous concrete of dynamic dismounting.
Content of the invention
The purpose of the present invention is quickly to tear open for solving the unqualified compaction type of large volume or cast asphalt concrete core-wall
The technical barrier removing, provides a kind of simple, quick and economic dismounting equipment；This dismounting equipment can ensure and close outside dismounting scope
Lattice asphaltic concrete core wall is undisturbed.
Realizing the technical solution of the utility model is：A kind of dike, the asphaltic concrete core wall on dam quickly remove equipment bag
Include framework, lower frame is provided with movable pulley；
Described framework is provided with crusher members, feeding part, and crusher members are located in front of feeding part, described crusher members
Including motor, and the breakup pick being located at motor clutch end；
Described feeding part includes the swivel mount being driven by electric rotating machine, hinged receiving hopper on swivel mount.
Further, framework is additionally provided with belt conveyor, belt conveyor is located at feeding part rear.
Further, framework is additionally provided with slide rail, slide rail is provided with sliding sash, mobile motor drives sliding sash to move on slide rail
Dynamic, described crusher members and described feeding part are located on sliding sash.
Further, framework is provided with the support member being driven by Pneumatic component.
Further, framework includes at least two vertical beams, and the scalable crossbeam connecting adjacent vertical beam.
Further, framework is additionally provided with ironing plate.
A kind of be applied to dike, the quick method for dismounting of asphaltic concrete core wall on dam includes that superficial layer is removed, intermediate layer tears open
Remove, bottom is removed；
Described superficial layer is removed, within the 0-30cm of bituminous concrete surface, using milling machine knife blade, each milling
Depth is 8-12cm;
Described intermediate layer is removed, within the 30-50cm of bituminous concrete surface, using milling machine knife blade, each milling
Plane depth is 5-7cm；
Described bottom is removed, and when being more than 50cm apart from bituminous concrete surface, using milling machine knife blade, each milling is deep
Spend for 3-4cm；
The gradient of every layer of slope is 1: 3.
According to existing《Hydraulic asphalt concrete job specfication》Regulation asphalt-concrete core wall takes when often rising 2～4
Boring core sample detection test, when some dam asphaltic concrete core walls find quality problems phenomenon, its height is more than 1m；Excavate
The unqualified asphaltic concrete core wall of large volume is highly difficult, and costly, time-consuming；It is unqualified that conventional method removes large volume
Asphaltic concrete core wall highly difficult, extraneous qualified asphalt concrete core-wall is removed in easy disturbance during dismounting.
Carry out the dismounting of unqualified asphaltic concrete core wall with the pavement milling machine of asphalt pavement conserving construction, be a kind of peace
Entirely, quick method for dismounting.This method effectively solves the quick technical barrier removed of unqualified asphaltic concrete core wall, and
To the enormous impact disturbance removing the outer qualified asphalt concrete core-wall of scope during dismounting, thus quickly remove underproof pitch mixing
The qualified bituminous concrete of solidifying soil core-wall, protection.
Assembly of the invention and method solve quick unqualified compaction type and the cast asphalt concrete core-wall removed
Technical barrier, the method can fast, simply, reliably remove unqualified asphaltic concrete core wall.
Brief description：
Fig. 1 is a kind of dike, the asphaltic concrete core wall on dam quickly removes device structure schematic diagram.
Fig. 2 is A-A sectional schematic diagram in Fig. 1.
Fig. 3 is sliding sash preferred structure schematic diagram.
As in figure, framework 1, movable pulley 2, crusher members 3, feeding part 4, motor 31, breakup pick 32, electric rotating machine
41st, swivel mount 42, receiving hopper 43, slide rail 5, sliding sash 6, Pneumatic component 8, support member 9, belt conveyor 13.
Specific embodiment：
As shown in Figure 1, 2, Yi Zhongdi, the asphaltic concrete core wall on dam are quickly removed equipment and are included framework 1, under framework 1
Portion is provided with movable pulley 2 it is preferred that framework 1 includes at least two vertical beams, and connects the scalable crossbeam of adjacent vertical beam, using stretching
The flexible spacing that can adjust between two vertical beams of contracting crossbeam, to adapt to dike, the dam asphaltic concrete core wall of different in width, if
Put the equipment on vertical beam to be connected with vertical beam by telescopic setting, to adapt to the change that telescoping crossbeam stretches；
Framework 1 is provided with crusher members 3, feeding part 4, and crusher members 3 are located in front of feeding part 4, described broken portion
Part 3 includes motor 31, and the breakup pick 32 being located at motor 31 clutch end（Breakup pick can drip according to dike, dam
The width of blue or green concrete core-wall is changed）；
Feeding part 4 includes the swivel mount 42 being driven by electric rotating machine 41, hinged receiving hopper 43 on swivel mount 42；
Preferably, framework 1 is additionally provided with belt conveyor 13, belt conveyor 13 is located at feeding part 4 rear.
During work, promote framework 1 to make device be placed on the top of the asphaltic concrete core wall on dike, dam, then start and drive
Motor 31 makes breakup pick 32 start to vibrate, and the bituminous concrete below framework is abolished, framework 1 is abolished and moved
Dynamic, electric rotating machine 41 drives swivel mount 42 to rotate, and makes receiving hopper 43 downwards near the bituminous concrete block abolished, in rotation
Frame 42 rotary impetus with abolish bituminous concrete block embedded squeezing power in the presence of, the bituminous concrete block abolished of part can enter
Enter in receiving hopper 43, when swivel mount 42 rotarily drives receiving hopper 43 and goes upward to peak, to wherein filling under receiving hopper 43 opening
Bituminous concrete can fall, now can be caught with its equipment and be transported to outside framework, for example, from skin after falling pitch coagulation
Band conveyer 13.
In Fig. 3, framework 1 is additionally provided with slide rail 5, slide rail 5 is provided with sliding sash 6, mobile motor drives sliding sash 6 in slide rail 5
Upper movement, crusher members 3 and feeding part 4 are located on sliding sash 6.
Framework 1 is provided with the support member 9 being driven by Pneumatic component 8.
When abolishing, support member 9 is started by Pneumatic component 8, make framework 1 hanging, to improve stablizing of whole device
Property, sliding sash slidably reciprocates under the driving of mobile motor, can drive crusher members and feeding part that certain region is carried out instead
Multiple broken.
Preferably, framework 1 is additionally provided with ironing plate, pre-softening can be carried out to the region needing to be removed by ironing plate,
To prevent when broken, breakup pick is in pitch coagulation surface run_out it is impossible to abolish to it；
Ironing plate, after the completion of broken, can be also used for being softened original pitch coagulation surface, in order to follow-up new
Pour pitch coagulation surface to be attached with original pitch coagulation surface.
A kind of be applied to dike, the quick method for dismounting of asphaltic concrete core wall on dam includes that superficial layer is removed, intermediate layer tears open
Remove, bottom is removed；
Described superficial layer is removed, within the 0-30cm of bituminous concrete surface, using milling machine knife blade, each milling
Depth is 8-12cm;
Described intermediate layer is removed, within the 30-50cm of bituminous concrete surface, using milling machine knife blade, each milling
Plane depth is 5-7cm；
Described bottom is removed, and when being more than 50cm apart from bituminous concrete surface, using milling machine knife blade, each milling is deep
Spend for 3-4cm；
The gradient of every layer of slope is 1: 3.
Above-described embodiment is that the above to the present invention is further described, but this should not be interpreted as in the present invention
The scope stating theme is only limitted to above-described embodiment.All the scope of the present invention is belonged to based on the technology that the above is realized.
Claims (6)
1. a kind of dike, the asphaltic concrete core wall on dam quickly remove equipment, it is characterized in that：Described equipment includes framework, framework
Bottom is provided with movable pulley；
Described framework is provided with crusher members, feeding part, and crusher members are located in front of feeding part, and described crusher members include
Motor, and it is located at the breakup pick of motor clutch end；
Described feeding part includes the swivel mount being driven by electric rotating machine, hinged receiving hopper on swivel mount.
2. dike according to claim 1, the asphaltic concrete core wall on dam quickly remove equipment, it is characterized in that：Described frame
Belt conveyor is additionally provided with frame, belt conveyor is located at feeding part rear.
3. dike according to claim 1, the asphaltic concrete core wall on dam quickly remove equipment, it is characterized in that：Described frame
Slide rail is additionally provided with frame, slide rail is provided with sliding sash, mobile motor drives sliding sash to move on slide rail, described crusher members with described
Feeding part is located on sliding sash.
4. dike according to claim 1, the asphaltic concrete core wall on dam quickly remove equipment, it is characterized in that：Described frame
Frame is provided with the support member being driven by Pneumatic component.
5. dike according to claim 1, the asphaltic concrete core wall on dam quickly remove equipment, it is characterized in that：Described frame
Frame includes at least two vertical beams, and the scalable crossbeam connecting adjacent vertical beam.
6. dike according to claim 1, the asphaltic concrete core wall on dam quickly remove equipment, it is characterized in that：Described frame
Ironing plate is additionally provided with frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620931706.4U CN205934837U (en) | 2016-08-24 | 2016-08-24 | Quick equipment of demolising of asphalt concrete core on dyke, dam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620931706.4U CN205934837U (en) | 2016-08-24 | 2016-08-24 | Quick equipment of demolising of asphalt concrete core on dyke, dam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205934837U true CN205934837U (en) | 2017-02-08 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620931706.4U Active CN205934837U (en) | 2016-08-24 | 2016-08-24 | Quick equipment of demolising of asphalt concrete core on dyke, dam |
Country Status (1)
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| CN (1) | CN205934837U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106120638A (en) * | 2016-08-24 | 2016-11-16 | 葛洲坝集团项目管理有限公司 | A kind of dike, the asphaltic concrete core wall on dam quickly remove equipment and method |
| CN116145610A (en) * | 2023-02-14 | 2023-05-23 | 中国电建集团贵阳勘测设计研究院有限公司 | Ecological dismantling and ecological restoration method for sediment accumulation reservoir |
-
2016
- 2016-08-24 CN CN201620931706.4U patent/CN205934837U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106120638A (en) * | 2016-08-24 | 2016-11-16 | 葛洲坝集团项目管理有限公司 | A kind of dike, the asphaltic concrete core wall on dam quickly remove equipment and method |
| CN116145610A (en) * | 2023-02-14 | 2023-05-23 | 中国电建集团贵阳勘测设计研究院有限公司 | Ecological dismantling and ecological restoration method for sediment accumulation reservoir |
| CN116145610B (en) * | 2023-02-14 | 2024-05-31 | 中国电建集团贵阳勘测设计研究院有限公司 | Ecological dismantling and ecological restoration method for sediment accumulation reservoir |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |