CN106120638A - A kind of dike, the asphaltic concrete core wall on dam quickly remove equipment and method - Google Patents
A kind of dike, the asphaltic concrete core wall on dam quickly remove equipment and method Download PDFInfo
- Publication number
- CN106120638A CN106120638A CN201610714388.0A CN201610714388A CN106120638A CN 106120638 A CN106120638 A CN 106120638A CN 201610714388 A CN201610714388 A CN 201610714388A CN 106120638 A CN106120638 A CN 106120638A
- Authority
- CN
- China
- Prior art keywords
- dike
- core wall
- concrete core
- dam
- framework
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B1/00—Equipment or apparatus for, or methods of, general hydraulic engineering, e.g. protection of constructions against ice-strains
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/08—Wrecking of buildings
- E04G23/082—Wrecking of buildings using shears, breakers, jaws and the like
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Road Paving Machines (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
A kind of dike, the asphaltic concrete core wall on dam quickly remove equipment and method, and equipment includes that framework, lower frame are provided with movable pulley；Described framework is provided with crusher members, feeding parts, and crusher members is located at feeding parts front, and described crusher members includes driving motor, and is located at the breakup pick driving motor power outfan；Described feeding parts include the swivel mount driven by electric rotating machine, hinged receiving hopper on swivel mount；Method includes that surface layer is removed, intermediate layer is removed, bottom is removed.It is an advantage of the invention that dismounting fast, simply, inexpensively, easily realize, and reliably, for removing underproof dike, the asphaltic concrete core wall on dam provides new equipment and method.
Description
Technical field
The field of the present invention relates to is water conservancy, hydroelectric project dam, watches out for underproof stone roller a kind of with mine tailing hurdle slag dam engineering
The fast method that pressure type or cast asphalt concrete impervious core are removed.
Background technology
Water conservancy, hydroelectric project dam, watch out for the compaction type with mine tailing hurdle slag dam and cast asphalt concrete impervious core
It is little that structure has quantities, and speed of application is fast, to advantages such as dam construction are noiseless；Engineering design uses compaction type and cast
Formula bituminous concrete becomes developing direction as impervious core material, make simultaneously asphaltic concrete core wall dike, dam engineering water conservancy,
Hydropower industry obtains bigger development.The dike of China, dam are applied rolling asphalt concrete cutoff core wall time the longest, construction
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 of the most 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 there are quality problems, causes in especially casting bitumen concrete core
There is drainage in asphaltic concrete core wall.Existing " hydraulic asphalt concrete job specfication " 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 being found to have quality problems
Rising more than 1m, the asphaltic concrete core wall excavating large volume is highly difficult, and costly, time-consuming long the most highly difficult, costly,
Time-consuming long；It is the most difficult that conventional method removes the underproof asphaltic concrete core wall of large volume, but also easily disturbs when removing
The extraneous qualified core-wall bituminous concrete of dynamic dismounting.
Summary of the invention
It is an object of the invention to quickly tear open for solving the defective compaction type of large volume or cast asphalt concrete core-wall
The technical barrier removed, it is provided that a kind of simple, quick and economic method；This method can ensure that the outer qualified asphalt of dismounting scope mixes
Solidifying soil core-wall is undisturbed, is a kind of dike simple and direct, reliable, the quick method for dismounting of dam asphaltic concrete core wall.
Realize the technical scheme is that a kind of dike, the asphaltic concrete core wall on dam is quickly removed equipment and is included frame
Frame, lower frame is provided with movable pulley；
Described framework is provided with crusher members, feeding parts, and crusher members is located at feeding parts front, and described crusher members includes
Drive motor, and be located at the breakup pick driving motor power outfan；
Described feeding parts include the swivel mount driven by electric rotating machine, hinged receiving hopper on swivel mount.
Further, framework being additionally provided with belt conveyor, belt conveyor is located at feeding parts rear.
Further, framework being additionally provided with slide rail, slide rail is provided with sliding sash, and mobile motor drives sliding sash to move on slide rail
Dynamic, described crusher members and described feeding parts are located on sliding sash.
Further, framework is provided with the support member driven by Pneumatic component.
Further, framework includes at least two vertical beams, and connects the scalable crossbeam of adjacent vertical beam.
Further, framework is additionally provided with ironing plate.
A kind of be applicable to dike, the quick method for dismounting of asphaltic concrete core wall on dam includes that surface layer is removed, intermediate layer is torn open
Remove, bottom is removed；
Described surface layer is removed, and within distance bituminous concrete surface 0-30cm, uses milling machine blade, each milling degree of depth
For 8-12cm;
Described intermediate layer is removed, and within distance bituminous concrete surface 30-50cm, uses milling machine blade, and each milling is deep
Degree is 5-7cm；
Described bottom is removed, and when distance bituminous concrete surface is more than 50cm, uses milling machine blade, and each milling degree of depth is
3-4cm；
Every layer of gradient putting slope is 1: 3.
Take when often rising 2～4 according to existing " hydraulic asphalt concrete job specfication " regulation asphalt-concrete core wall
Boring core sample detection test, when some dam asphaltic concrete core walls find quality problems phenomenon, it is the most more than 1m；Excavate
The defective asphaltic concrete core wall of large volume is highly difficult, and costly, the longest；It is defective that conventional method removes large volume
Asphaltic concrete core wall highly difficult, during dismounting easy disturbance remove extraneous qualified asphalt concrete core-wall.
Carry out the dismounting of defective 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 technical barrier that defective asphaltic concrete core wall is quickly removed, and
The enormous impact disturbance of qualified asphalt concrete core-wall outer to the scope of dismounting during dismounting, thus quickly remove underproof Colophonium and mix
Coagulate soil core-wall, protect qualified bituminous concrete.
Assembly of the invention and method solve quickly removes defective compaction type and cast asphalt concrete core-wall
Technical barrier, the method can remove defective asphaltic concrete core wall fast, simply, reliably.
Accompanying drawing illustrates:
Fig. 1 is that a kind of dike, the asphaltic concrete core wall on dam quickly remove device structure schematic diagram.
Fig. 2 is A-A sectional schematic diagram in Fig. 1.
Fig. 3 is sliding sash preferred structure schematic diagram.
In figure, framework 1, movable pulley 2, crusher members 3, feeding parts 4, driving motor 31, breakup pick 32, electric rotating machine
41, swivel mount 42, receiving hopper 43, slide rail 5, sliding sash 6, Pneumatic component 8, support member 9, belt conveyor 13.
Detailed description of the invention:
As shown in Figure 1, 2, Yi Zhongdi, the asphaltic concrete core wall on dam are quickly removed equipment and are included that framework 1, framework 1 bottom set
There is movable pulley 2, it is preferred that framework 1 includes at least two vertical beams, and connect the scalable crossbeam of adjacent vertical beam, utilize flexible horizontal stroke
The flexible of beam can regulate the spacing between two vertical beams, to adapt to the dike of different in width, dam asphaltic concrete core wall, is arranged on
Equipment on vertical beam can also be connected with vertical beam by telescopic setting, the change flexible to adapt to telescoping crossbeam；
Framework 1 is provided with crusher members 3, feeding parts 4, and crusher members 3 is located at feeding parts 4 front, and described crusher members 3 is wrapped
Include driving motor 31, and the breakup pick 32(breakup pick being located at driving motor 31 clutch end can be according to dike, dam Colophonium coagulation
The width of soil core-wall is replaced)；
Feeding parts 4 include the swivel mount 42 driven by electric rotating machine 41, hinged receiving hopper 43 on swivel mount 42；
Preferably, framework 1 being additionally provided with belt conveyor 13, belt conveyor 13 is located at feeding parts 4 rear.
During work, promote framework 1 to make device be placed on the top of asphaltic concrete core wall on dike, dam, then start driving
Motor 31 makes breakup pick 32 start vibration, abolishes the bituminous concrete below framework, and 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, is rotating
Frame 42 rotary impetus and abolished bituminous concrete block embedded squeezing power effect under, the bituminous concrete block that part has been abolished can enter
Enter in receiving hopper 43, when swivel mount 42 rotarily drive receiving hopper 43 go upward to peak time, under receiving hopper 43 opening to, wherein fill
Bituminous concrete can fall, now can catch with its equipment and be transported to outside framework after falling Colophonium coagulation, such as, select skin
Belt conveyor 13.
In Fig. 3, framework 1 being additionally provided with slide rail 5, slide rail 5 is provided with sliding sash 6, and mobile motor drives sliding sash 6 at slide rail 5
Upper movement, crusher members 3 and feeding parts 4 are located on sliding sash 6.
Framework 1 is provided with the support member 9 driven by Pneumatic component 8.
When abolishing, start support member 9 by Pneumatic component 8, make framework 1 unsettled, to improve stablizing of whole device
Property, sliding sash slidably reciprocates under the driving of mobile motor, and crusher members and feeding parts can be driven to carry out certain region instead
Multiple broken.
Preferably, framework 1 is additionally provided with ironing plate, pre-softening can be carried out to needing the region removed by ironing plate,
To prevent when broken, breakup pick is at Colophonium coagulation surface run_out, it is impossible to abolish it；
Ironing plate is after having crushed, it is also possible to for being softened on original Colophonium coagulation surface, in order to follow-up newly pour
Colophonium coagulation surface is attached with original Colophonium coagulation surface.
A kind of be applicable to dike, the quick method for dismounting of asphaltic concrete core wall on dam includes that surface layer is removed, intermediate layer is torn open
Remove, bottom is removed；
Described surface layer is removed, and within distance bituminous concrete surface 0-30cm, uses milling machine blade, each milling degree of depth
For 8-12cm;
Described intermediate layer is removed, and within distance bituminous concrete surface 30-50cm, uses milling machine blade, and each milling is deep
Degree is 5-7cm；
Described bottom is removed, and when distance bituminous concrete surface is more than 50cm, uses milling machine blade, and each milling degree of depth is
3-4cm；
Every layer of gradient putting slope is 1: 3.
Above-described embodiment is that the foregoing to the present invention is further described, but should this be interpreted as in the present invention
The scope stating theme is only limitted to above-described embodiment.All technology realized based on foregoing belong to the scope of the present invention.
Claims (7)
1. dike, the asphaltic concrete core wall on dam quickly remove an 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 parts, and crusher members is located at feeding parts front, and described crusher members includes
Drive motor, and be located at the breakup pick driving motor power outfan；
Described feeding parts include the swivel mount driven by electric rotating machine, hinged hopper on swivel mount.
The most according to claim 1 be applicable to dike, the asphaltic concrete core wall on dam quickly removes equipment, it is characterized in that:
Being additionally provided with belt conveyor on described framework, belt conveyor is located at feeding parts rear.
The most according to claim 1 be applicable to dike, the asphaltic concrete core wall on dam quickly removes equipment, it is characterized in that:
Being additionally provided with slide rail on described framework, slide rail is provided with sliding sash, and mobile motor drives sliding sash to move on slide rail, described crusher members
It is located on sliding sash with described feeding parts.
The most according to claim 1 be applicable to dike, the asphaltic concrete core wall on dam quickly removes equipment, it is characterized in that:
Described framework is provided with the support member driven by Pneumatic component.
The most according to claim 1 be applicable to dike, the asphaltic concrete core wall on dam quickly removes equipment, it is characterized in that:
Described framework includes at least two vertical beams, and connects the scalable crossbeam of adjacent vertical beam.
The most according to claim 1 be applicable to dike, the asphaltic concrete core wall on dam quickly removes equipment, it is characterized in that:
Ironing plate it is additionally provided with on described framework.
7. it is applicable to the quick method for dismounting of asphaltic concrete core wall on dike, dam, it is characterized in that: described method includes surface
Layer is removed, intermediate layer is removed, bottom is removed；
Described surface layer is removed, and within distance bituminous concrete surface 0-30cm, uses milling machine blade, each milling degree of depth
For 8-12cm;
Described intermediate layer is removed, and within distance bituminous concrete surface 30-50cm, uses milling machine blade, and each milling is deep
Degree is 5-7cm；
Described bottom is removed, and when distance bituminous concrete surface is more than 50cm, uses milling machine blade, and each milling degree of depth is
3-4cm；
Every layer of gradient putting slope is 1: 3.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710813249.8A CN107489124A (en) | 2016-08-24 | 2016-08-24 | A kind of dike, the quick method for dismounting of the asphaltic concrete core wall on dam |
| CN201610714388.0A CN106120638B (en) | 2016-08-24 | 2016-08-24 | A kind of dike, the asphaltic concrete core wall on dam quickly remove apparatus and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610714388.0A CN106120638B (en) | 2016-08-24 | 2016-08-24 | A kind of dike, the asphaltic concrete core wall on dam quickly remove apparatus and method |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710813249.8A Division CN107489124A (en) | 2016-08-24 | 2016-08-24 | A kind of dike, the quick method for dismounting of the asphaltic concrete core wall on dam |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106120638A true CN106120638A (en) | 2016-11-16 |
| CN106120638B CN106120638B (en) | 2017-12-15 |
Family
ID=57274970
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710813249.8A Pending CN107489124A (en) | 2016-08-24 | 2016-08-24 | A kind of dike, the quick method for dismounting of the asphaltic concrete core wall on dam |
| CN201610714388.0A Active CN106120638B (en) | 2016-08-24 | 2016-08-24 | A kind of dike, the asphaltic concrete core wall on dam quickly remove apparatus and method |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710813249.8A Pending CN107489124A (en) | 2016-08-24 | 2016-08-24 | A kind of dike, the quick method for dismounting of the asphaltic concrete core wall on dam |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN107489124A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0913698A (en) * | 1995-07-04 | 1997-01-14 | Yanmar Diesel Engine Co Ltd | Rubbish disposal machine |
| CN102953317A (en) * | 2011-08-11 | 2013-03-06 | 陈文钦 | Self-propelled road surface cutting device and construction method thereof |
| CN204456258U (en) * | 2015-02-16 | 2015-07-08 | 遂宁市长丰机械科技有限公司 | With the loader of crushing function |
| CN204584136U (en) * | 2015-02-16 | 2015-08-26 | 周良操 | Band hydraulic shear loading machine |
| CN104947574A (en) * | 2015-05-19 | 2015-09-30 | 徐州徐工筑路机械有限公司 | Multifunctional asphalt pavement maintenance vehicle |
| CN205934837U (en) * | 2016-08-24 | 2017-02-08 | 葛洲坝集团项目管理有限公司 | Quick equipment of demolising of asphalt concrete core on dyke, dam |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201106149Y (en) * | 2007-09-30 | 2008-08-27 | 刘廷国 | Wide broad milling and shaving machine for sheet pavement |
| KR101530133B1 (en) * | 2013-12-10 | 2015-06-18 | 주식회사 대현중공업 | Road Milling Machinery For Skid Loader |
| CN105603887B (en) * | 2015-12-23 | 2017-03-29 | 河南伯淼水处理有限公司 | Water milling removes concrete robot |
| CN105837096B (en) * | 2016-03-22 | 2018-04-10 | 北京奥润开元环保科技研究院有限公司 | A kind of concrete production technology |
-
2016
- 2016-08-24 CN CN201710813249.8A patent/CN107489124A/en active Pending
- 2016-08-24 CN CN201610714388.0A patent/CN106120638B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0913698A (en) * | 1995-07-04 | 1997-01-14 | Yanmar Diesel Engine Co Ltd | Rubbish disposal machine |
| CN102953317A (en) * | 2011-08-11 | 2013-03-06 | 陈文钦 | Self-propelled road surface cutting device and construction method thereof |
| CN204456258U (en) * | 2015-02-16 | 2015-07-08 | 遂宁市长丰机械科技有限公司 | With the loader of crushing function |
| CN204584136U (en) * | 2015-02-16 | 2015-08-26 | 周良操 | Band hydraulic shear loading machine |
| CN104947574A (en) * | 2015-05-19 | 2015-09-30 | 徐州徐工筑路机械有限公司 | Multifunctional asphalt pavement maintenance vehicle |
| CN205934837U (en) * | 2016-08-24 | 2017-02-08 | 葛洲坝集团项目管理有限公司 | Quick equipment of demolising of asphalt concrete core on dyke, dam |
Non-Patent Citations (1)
| Title |
|---|
| 王海军: "《现代筑养路机械》", 30 June 2014 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107489124A (en) | 2017-12-19 |
| CN106120638B (en) | 2017-12-15 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Vinai et al. | Soil conditioning of sand for EPB applications: A laboratory research | |
| CN105696448B (en) | Car is repaired in the plane milling of integral type bituminous paving | |
| CN104196044B (en) | Cofferdam construction method combining impact drilling limiting hole forming and groove milling with steel sheet piles | |
| CN205934837U (en) | Quick equipment of demolising of asphalt concrete core on dyke, dam | |
| CN203385503U (en) | Test bench for testing breakout force of loading or excavating type engineering machinery | |
| CN109682752A (en) | For testing the experimental rig of dynamic lateral adhesion strength between shield cutter-soil body | |
| CN101915715A (en) | Stirring device for soil body improvement test in construction of soil pressure balance shield | |
| CN109454746A (en) | Concrete pouring device for building construction and construction method thereof | |
| CN205576711U (en) | Road surface crushing equipment is used in construction of highway | |
| CN103981856B (en) | A kind of seamless link construction method of underground continuous wall | |
| CN106120638A (en) | A kind of dike, the asphaltic concrete core wall on dam quickly remove equipment and method | |
| CN202577329U (en) | Milling groove stirring machine | |
| CN114526376B (en) | Construction method for stacked wire jacking pipe | |
| CN203846549U (en) | Digging and cutting machine cutter used for construction adopting TRD (trench cutting and re-mixing deep) wall method | |
| CN107815947A (en) | A kind of road construction laying water baffle plate device | |
| CN210422486U (en) | Immersed tube gravel pile machine | |
| CN205055914U (en) | Channel deposit silt solidification ratio experimental apparatus | |
| CN207498795U (en) | A kind of cement pavement splitting machine | |
| RU84860U1 (en) | GROUND SEALING DEVICE | |
| Ortigao et al. | Deep soil mixing trials at Porto Alegre airport, Brazil | |
| CN205172501U (en) | A sticking of tool processing apparatus punches a hole | |
| CN110258598A (en) | Major diameter cobble geology cofferdam pilot hole changes the construction method for filling out structure | |
| CN204882125U (en) | Soil cement normal position sampling device | |
| CN103173288A (en) | Anti-splashing cooling scraping machine | |
| CN215004704U (en) | Concrete crack resistance detection device for building and construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |