CN104264567B - Action of forced stirring disintegrating machine for asphalt - Google Patents
Action of forced stirring disintegrating machine for asphalt Download PDFInfo
- Publication number
- CN104264567B CN104264567B CN201410544741.6A CN201410544741A CN104264567B CN 104264567 B CN104264567 B CN 104264567B CN 201410544741 A CN201410544741 A CN 201410544741A CN 104264567 B CN104264567 B CN 104264567B
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- CN
- China
- Prior art keywords
- driving shaft
- driven shaft
- puddler
- shaft
- asphalt
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/02—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for preparing the materials
- E01C19/10—Apparatus or plants for premixing or precoating aggregate or fillers with non-hydraulic binders, e.g. with bitumen, with resins, i.e. producing mixtures or coating aggregates otherwise than by penetrating or surface dressing; Apparatus for premixing non-hydraulic mixtures prior to placing or for reconditioning salvaged non-hydraulic compositions
- E01C19/1004—Reconditioning or reprocessing bituminous mixtures, e.g. salvaged paving, fresh patching mixtures grown unserviceable; Recycling salvaged bituminous mixtures; Apparatus for the in-plant recycling thereof
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/02—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for preparing the materials
- E01C19/05—Crushing, pulverising or disintegrating apparatus; Aggregate screening, cleaning, drying or heating apparatus; Dust-collecting arrangements specially adapted therefor
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mixers Of The Rotary Stirring Type (AREA)
- Road Paving Machines (AREA)
Abstract
The present invention relates to disintegrating machine, it is specially a kind of action of forced stirring disintegrating machine for asphalt, including stirring shell (1), described stirring shell (1) interior parallel shelf is provided with driving shaft (4) and driven shaft (5), described driving shaft (4) passes the one end of stirring shell (1) and is fixed with driving gear (7), and described driven shaft (5) passes the end of stirring shell (1) and is fixed with the driven gear (9) engaged with driving gear (7)；Described driving shaft (4) passes the other end of stirring shell (1) and is fixed with weighting distribution wheel (8).The present invention is reasonable in design, by action while driving shaft and driven shaft, utilizes the interlaced puddler in both sides and paddle to realize the stirring to asphalt and crushing operation simultaneously, saves production time and cost.
Description
Technical field
The present invention relates to disintegrating machine, a kind of action of forced stirring disintegrating machine for asphalt.
Background technology
Disintegrating machine is according to broken principle, and heavy mining machinery commonly uses crushing mechanism jaw crusher, impact breaker, impacting vertical crusher, hydro cone-crusher, ring hammer crusher, hammer mill, kibbler roll, compound crusher, cone crusher, twin-stage disintegrating machine, gyratory crusher, movable crusher etc..The disintegrating machine operation principle of different model is the most entirely different, as a example by ring hammer crusher: hammer mill mainly completes broken material operation by impact energy.During hammer mill work, high speed rotating made by driven by motor rotor, material uniformly enters in broken machine cavity, the tup impact of revolution, shearing splitting material cause material and are broken at a high speed, meanwhile, the action of gravity of material self makes material rush at support body Internal baffle, grating from the tup of high speed rotating, in rotor bottom, it is provided with in sieve plate, comminuting matter and is discharged by sieve plate less than the grade of screen size, on sieve plate, continue the strike by hammer and grinding more than the material detention of screen size.
At present, during the recycling of the asphalt that the waste asphalt mixture after having laid road surface, Jiu Lu are overhauled, existing crusher in crushing effect is undesirable, smashed gather materials the most serious, flexible asphalt agglomerate is difficult to crush, and lacks a kind of broken low cost, is specifically designed for the crushing mechanism of asphalt.
Summary of the invention
It is an object of the invention to provide a kind of stirring crushing mechanism being specifically designed for asphalt.
The present invention adopts the following technical scheme that realization:
A kind of action of forced stirring disintegrating machine for asphalt, including stirring shell, in described stirring shell, parallel shelf is provided with driving shaft and driven shaft, described driving shaft passes the one end of stirring shell and is fixed with driving gear, and described driven shaft passes the end of stirring shell and is fixed with the driven gear engaged with driving gear；Described driving shaft passes the other end of stirring shell and is fixed with weighting distribution wheel.
Axially arranged having some row's puddlers along it on described driving shaft, often row's puddler includes along symmetrical 2 puddlers in yi word pattern of Axial and radial, arbitrarily before and after the most adjacent two row's puddlers the most totally 4 puddlers in axial direction see all in cross.
Axially arranged, position the most some row puddler equal with quantity on driving shaft is had along it on described driven shaft, often row's puddler includes that, along symmetrical 2 puddlers in yi word pattern of Axial and radial, the most adjacent two row's puddlers the most totally 4 puddlers are in axial direction seen all in cross.
Described driving shaft differs 90 degree with the rotatable phase of driven shaft, and when in the plane that the axis of axis and driven shaft that the part puddler on driving shaft and the part puddler on driven shaft are positioned at driving shaft the most simultaneously is formed, occlusion distribution occlusion distribution in interleaved in interleaved between the puddler of adjacent both sides on driving shaft and driven shaft.
During work, asphalt has the charging aperture on stirring shell top to put into, and uses actuating unit to drive drivewheel and driven pulley to rotate simultaneously, drives driving shaft and driven shaft opposite direction rotating simultaneously, and weighting distribution wheel is also referred to as flying wheel, coordinates broken stirring asphalt.Owing to the puddler on driving shaft and driven shaft is interlaced arrangement, puddler on driving shaft and driven shaft is mutually positioned in the gap of the other side's puddler, asphalt is forced to crush during the action of forced stirring by double puddler and paddle again, so, asphalt is simultaneously achieved action of forced stirring and broken under driving shaft and the puddler of interlaced layout of driven shaft and the effect of paddle, dispersion further to asphalt, broken；During action of forced stirring, sufficient heat transmission can be carried out between asphalt so that the temperature of the asphalt after stirring reaches mix and requires temperature.
Described stirring shell inwall is provided with some liner plates, and one end of described liner plate is fixed on inwall, the other end is connected with inwall by regulation bolt.By the distance between the regulation bolt regulation liner plate other end and stirring shell inwall, and then adjust the space in stirring shell, adapt to asphalt specification requirement and change stirring crushing strength.Heat-insulation layer is set outside stirring shell.
The setting height(from bottom) of described driving shaft is higher than the setting height(from bottom) of driven shaft, and the two axle lines of centres are with the horizontal 5-15 ° of angle；Be conducive to upset stirring and discharging to asphalt in stirring shell, be conducive to the most further strengthening the pressure degree of crushing to asphalt.
The present invention is reasonable in design, by action while driving shaft and driven shaft, utilize the interlaced puddler in both sides and paddle to realize the stirring to asphalt and crushing operation simultaneously, heat recycling asphalt is crushed, crushing efficiency high cost is low, and decreases working procedure.
Accompanying drawing explanation
The puddler that Fig. 1 represents in forced stirrer on driving shaft and driven shaft at a time under staggered schematic diagram.
Fig. 2 represents that driving shaft and driven shaft in forced stirrer rotate after 90 degree the staggered schematic diagram of puddler on it simultaneously.
Fig. 3 represents the side elevational cross-section schematic diagram of forced stirrer.
In figure, 1-stirring shell, 2-liner plate, 3-regulates bolt, 4-driving shaft, 5-driven shaft, 6-power wheel, 7-driving gear, 8-weighting distribution wheel, 9-driven gear, 10-paddle, 11-puddler.
Detailed description of the invention
Below in conjunction with the accompanying drawings the specific embodiment of the present invention is described in detail.
A kind of action of forced stirring disintegrating machine for asphalt, as shown in Figure 1, 2, including stirring shell 1, in described stirring shell 1, parallel shelf is provided with driving shaft 4 and driven shaft 5, the one end that described driving shaft 4 passes stirring shell 1 is fixed with driving gear 7, and the end that described driven shaft 5 passes stirring shell 1 is fixed with the driven gear 9 engaged with driving gear 7；The other end that described driving shaft 4 passes stirring shell 1 is fixed with weighting distribution wheel 8.
Axially arranged some row's puddlers 11 are had along it on described driving shaft 4, often row's puddler 11 includes along symmetrical 2 puddlers 11 (being positioned at same cross section) in yi word pattern of Axial and radial, two row's puddlers the most totally 4 puddlers adjacent before and after arbitrarily are in axial direction seen all in cross (being physically located on different cross sections), 90 degree of angles of two twenty percents in i.e. 4 puddlers.
Axially arranged, position the most some row puddler 11 equal with quantity on driving shaft 4 is had along it on described driven shaft 5, often row's puddler 11 includes along symmetrical 2 puddlers 11 (being positioned at same cross section) in yi word pattern of Axial and radial, two row's puddlers the most totally 4 puddlers adjacent before and after arbitrarily are in axial direction seen all in cross (being physically located on different cross sections), 90 degree of angles of two twenty percents in i.e. 4 puddlers.
Described driving shaft 4 differs 90 degree with the rotatable phase of driven shaft 5, direction of rotation contrast, as shown in Figure 3, driving shaft 4 counterclockwise rotates, driven shaft 5 is rotated clockwise, and the puddler on driving shaft 4 sees all in same cross along its axial direction, in like manner, the puddler on driven shaft 5 is seen the most all in same cross along its axial direction.
As a example by being respectively provided with position 11 row's puddlers one to one on driving shaft 4 and driven shaft 5, as Fig. 1 represents, plane A formed along the axis of driving shaft 4 and the axis of driven shaft 5 is cut open, at a time, when the part puddler 11 on driving shaft 4 and the part puddler 11 on driven shaft 5 are positioned in plane A the most simultaneously, driving shaft 4 demonstrates 5 row's puddlers, driven shaft 5 demonstrates 6 row's puddlers, and, the occlusion distribution in interleaved between the puddler 11 of adjacent both sides on driving shaft 4 and driven shaft 5.As Fig. 2 represents, plane A formed along the axis of driving shaft 4 and the axis of driven shaft 5 equally is cut open, after on the basis of Fig. 1, driving shaft 4 and driven shaft 5 rotate 90 degree simultaneously, this moment, remainder puddler 11 on driving shaft 4 and the remainder puddler 11 on driven shaft 5 are positioned in plane A the most simultaneously, driving shaft 4 demonstrates remaining 6 row's puddlers, driven shaft 5 demonstrates remaining 5 row's puddlers, the same occlusion distribution in interleaved between the puddler 11 of adjacent both sides on driving shaft 4 and driven shaft 5.Spacing those skilled in the art between wheelbase and puddler 11 between driving shaft 4 and driven shaft 5 require easily to determine according to the pressure degree of crushing etc. of actual asphalt.
As it is shown on figure 3, described stirring shell 1 inwall is provided with some liner plates 2, one end of described liner plate 2 is fixed on inwall, the other end is connected with inwall by regulation bolt 3；When being embodied as, it is positioned at the outer each regulation bolt 3 of stirring shell 1 and is provided with again nut, the position of further secured adjusted bolt 3.The distance between liner plate 2 other end and stirring shell 1 inwall is regulated by regulation bolt 3, and then adjust the space in stirring shell 1, changing the stirring crushing strength for asphalt, when the space in stirring shell 1 diminishes, the action of forced stirring crushing strength for asphalt increases；Vice versa.
As it is shown on figure 3, the setting height(from bottom) of described driving shaft 4 is higher than the setting height(from bottom) of driven shaft 5, the two axle lines of centres are with the horizontal 5-15 ° of angle；Be conducive to upset stirring and discharging to asphalt in stirring shell 1, be conducive to strengthening the pressure to asphalt the most further and crush.
When being embodied as, on described driven shaft 5, the length of puddler 11 can be more than the length of puddler 11 on driving shaft 4.
Claims (4)
1. the action of forced stirring disintegrating machine for asphalt, including stirring shell (1), it is characterized in that: described stirring shell (1) interior parallel shelf is provided with driving shaft (4) and driven shaft (5), described driving shaft (4) passes the one end of stirring shell (1) and is fixed with driving gear (7), and described driven shaft (5) passes the end of stirring shell (1) and is fixed with the driven gear (9) engaged with driving gear (7)；Described driving shaft (4) passes the other end of stirring shell (1) and is fixed with weighting distribution wheel (8)；
Axially arranged some row's puddlers (11) are had along it on described driving shaft (4), often arranging puddler (11) to include being distributed 2 puddlers (11) in yi word pattern along driving shaft radial symmetric, the most adjacent two row's puddlers the most totally 4 puddlers are seen all in cross along driving shaft axial direction；
Axially arranged have that quantity upper with driving shaft (4) is equal, position the most some rows puddler (11) along it on described driven shaft (5), often arranging puddler (11) to include being distributed 2 puddlers (11) in yi word pattern along driven shaft radial symmetric, the most adjacent two row's puddlers the most totally 4 puddlers are seen all in cross along driven shaft axial direction；
Described driving shaft (4) differs 90 degree with the rotatable phase of driven shaft (5), and when in the plane that the axis of axis and driven shaft (5) that the part puddler (11) on driving shaft (4) and the part puddler (11) on driven shaft (5) are positioned at driving shaft (4) the most simultaneously is formed, the occlusion distribution in interleaved between the puddler (11) of driving shaft (4) and the upper adjacent both sides of driven shaft (5)；
The setting height(from bottom) of described driving shaft (4) is higher than driven shaft (5), and the two axle lines of centres are with the horizontal 5-15 ° of angle.
Action of forced stirring disintegrating machine for asphalt the most according to claim 1, it is characterized in that: described stirring shell (1) inwall is provided with some liner plates (2), one end of described liner plate (2) is fixed on inwall, the other end is connected with inwall by regulation bolt (3).
Action of forced stirring disintegrating machine for asphalt the most according to claim 1 and 2, it is characterised in that: the length of the upper puddler (11) of described driven shaft (5) is more than the length of the upper puddler (11) of driving shaft (4).
Action of forced stirring disintegrating machine for asphalt the most according to claim 3, it is characterised in that: described stirring shell (1) is outside sets heat-insulation layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410544741.6A CN104264567B (en) | 2014-10-16 | 2014-10-16 | Action of forced stirring disintegrating machine for asphalt |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410544741.6A CN104264567B (en) | 2014-10-16 | 2014-10-16 | Action of forced stirring disintegrating machine for asphalt |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104264567A CN104264567A (en) | 2015-01-07 |
| CN104264567B true CN104264567B (en) | 2016-08-31 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410544741.6A Active CN104264567B (en) | 2014-10-16 | 2014-10-16 | Action of forced stirring disintegrating machine for asphalt |
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| CN (1) | CN104264567B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109331936A (en) * | 2018-11-16 | 2019-02-15 | 南通亚威机械制造有限公司 | A kind of vortex type pulverizer for cement |
| CN111254421A (en) * | 2020-01-18 | 2020-06-09 | 信泰电子（西安）有限公司 | Online concentration analysis medicine system |
| CN113215935A (en) * | 2021-05-13 | 2021-08-06 | 河南省交通规划设计研究院股份有限公司 | Road paving device for road engineering construction |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3311715A1 (en) * | 1983-03-30 | 1984-10-04 | Telschig Verfahrenstechnik GmbH, 7157 Murrhardt | Lump-breaker |
| CH678927A5 (en) * | 1988-04-13 | 1991-11-29 | Duesterloh Gmbh | |
| CN2345577Y (en) * | 1998-08-07 | 1999-10-27 | 福建泉州南方路面机械有限公司 | Double roll striking pulverizer |
| CN202037016U (en) * | 2011-01-13 | 2011-11-16 | 青岛三能电力设备有限公司 | Single-row vertical multi-layer gear roller composite grinder |
| CN202595595U (en) * | 2012-04-12 | 2012-12-12 | 山东天宇建设机械股份有限公司 | Crushing device of stabilized soil mixing station |
| CN202655062U (en) * | 2012-06-06 | 2013-01-09 | 中煤国际工程集团沈阳设计研究院 | Double-roller differential type coal slime cake crusher |
| JP2014069174A (en) * | 2012-10-02 | 2014-04-21 | Takahama Industry Co Ltd | Crusher |
| CN203209107U (en) * | 2013-04-17 | 2013-09-25 | 嘉峪关大友企业公司轧辊厂 | Double-roller type alloy crusher |
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| CN104264567A (en) | 2015-01-07 |
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| Date | Code | Title | Description |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information |
Address after: 030600 Shanxi Province, Jinzhong city Yuci District Shuncheng Street No. 1 Applicant after: China Railway Third Engineering Co., Ltd. Applicant after: No.5 Engineering Company, the Third Engineering Group Co., Ltd. of China Railway Address before: 030600 No. 269, Yingze Avenue, Taiyuan, Shanxi Applicant before: China Railway Third Engineering Co., Ltd. Applicant before: No.5 Engineering Company, the Third Engineering Group Co., Ltd. of China Railway |
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| CB03 | Change of inventor or designer information |
Inventor after: Zhou Qiulai Inventor after: Zhao Aijun Inventor after: Shen Ligang Inventor after: Sun Longhua Inventor after: Chen Ping Inventor after: Feng Li Inventor after: Liu Tao Inventor after: Li Tengyun Inventor after: Zhang Xugang Inventor after: Gao Jianzhong Inventor after: Ma Jian Inventor after: Chen Junjie Inventor after: Zhang Wei Inventor after: Zhao Zengmao Inventor after: Li Ruiwei Inventor before: Zhou Qiulai Inventor before: Gao Jianzhong Inventor before: Zhao Zengmao Inventor before: Li Ruiwei Inventor before: Zhao Aijun Inventor before: Shen Ligang Inventor before: Sun Longhua Inventor before: Chen Ping |
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| COR | Change of bibliographic data | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |