CN101486414A - Stacking machine - Google Patents
Stacking machine Download PDFInfo
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- CN101486414A CN101486414A CNA2009100773865A CN200910077386A CN101486414A CN 101486414 A CN101486414 A CN 101486414A CN A2009100773865 A CNA2009100773865 A CN A2009100773865A CN 200910077386 A CN200910077386 A CN 200910077386A CN 101486414 A CN101486414 A CN 101486414A
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- Prior art keywords
- crossbeam
- buttress
- supporting track
- band conveyor
- stack
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Abstract
In order to solve the problems of small stacking amount and high production and operation cost in the existing buck stackers, the invention provides a buck stacker, comprising a supporting track with the same length as the stack and arranged along the length direction of the stack, a beam spanning the stack along the width direction of the stack, a belt conveyor arranged on the beam and capable of conveying the stack along the axial direction of the beam, and a belt conveyor arranged in parallel with the supporting track and capable of conveying the stack along the length direction of the stack. The supporting track supports the beam which can integrally move along the supporting track; and the belt conveyor arranged in parallel with the supporting track conveys the stack onto the belt conveyor arranged on the beam. The stacker can be widely applied in the dumping and stacking technique of wastes.
Description
Technical field
The present invention relates to a kind of sporadic material be stacked into the equipment of definite shape material buttress, particularly a kind of equipment of stacking organic garbage waste.
Background technology
Along with becoming increasingly abundant of people's material life, the rubbish quantity of Chan Shenging is also in sharp increase thereupon.Organic waste in the original quantity of refuse, particularly rubbish that only the simple process method of garbage loading embeading can't have been tackled sharp increase has produced baneful influence to environment especially.
There has been multiple means to come disposal of refuse at present, with the harm of avoiding rubbish that environment for human survival is caused.Being example to the organic offal treatment technology in the rubbish, a kind of simple and effective processing method is organic waste to be concentrated to stack ferment at present, generate the fertilizer of reusable edible, can make waste reductionization so on the one hand, can also play the effect of salvaging on the other hand.
Organic waste is carried out in the stacking process, in order to avoid that operator ' s health is damaged, existing can putting in the production practice by remotely-controlled piler.As the Chinese utility model patent (patent No.: 200520136570.X) disclosed a kind of composting feeding equipment, comprised a cloth bridge across the material buttress, the cloth bridge is provided with reciprocal band conveyor, comprise that also an end fixes, one end is movably connected on the revoliving arm of cloth bridge, revoliving arm is provided with the revolution band conveyor, and the revolution band conveyor can be transported to the buttress material on the reciprocal band conveyor, stacks the buttress material by reciprocal band conveyor.The groundwork process of this device is will pile up neatly evenly accumulation of material by the motion of reciprocal band conveyor and cloth bridge is synthetic, in this course, needs revoliving arm to rotate in 90 ° scope so that continue feeding on reciprocal band conveyor.There is following problem in this prior art: according to the engineering mechanics analysis, have only the length of the revoliving arm of two fulcrums and cloth bridge must be in certain limit, this have just limited the amount that this device is stacked; In addition, realize big span as far as possible in order to make revoliving arm and cloth bridge, must increase the material of making revoliving arm and cloth bridge, simultaneously because revoliving arm needs rotation, need further to increase the quantity of material of rotating mechanism again, this makes that the weight of this equipment is very big, therefore, size, the weight of the ferroconcrete prop of this equipment of respective support, crossbeam, guide rail are big, make civil engineering, installation, productive costs and the operating cost of equipment very high.
Summary of the invention
For solve stacking amount that existing piler exists less, civil engineering, installation production and the high problem of operating cost, the invention provides a kind of piler, can specific aim address the above problem.
Technical scheme of the present invention is as follows:
Piler, what comprise edge material buttress length direction setting piles up neatly the cooresponding supporting track of length with material, also comprise a crossbeam of crossing over the material buttress at material buttress cross direction, supporting track forms crossbeam and supports, and crossbeam can carry out integral body along supporting track and move, also comprise and be arranged on the band conveyor that can axially transmit the buttress material on the crossbeam along crossbeam, also comprise being parallel to the band conveyor that can transmit the buttress material along material buttress length direction that supporting track is provided with, the described band conveyor that is parallel to supporting track will be piled up neatly material and be transported on the band conveyor that is provided with on the described crossbeam.
The band conveyor that is arranged on crossbeam is in the length of the axial size of crossbeam less than crossbeam, and can crossbeam axially on to carry out integral body mobile.
Described supporting track is arranged on the middle part of material buttress cross direction.
Described piler also comprises the detector that is used to detect material height of embankment degree.
Technique effect of the present invention:
Existing piler has limited the length of material buttress certainly owing to carry the revoliving arm of buttress material to have limitation of length to the cloth bridge, so the buttress material amount that this piler is stacked is inevitable restricted.And piler of the present invention, the length of supporting track is unrestricted, it is long to reach some kilometers in the length prior art of the band conveyor that crossbeam (effect of crossbeam of the present invention and cloth bridge of the prior art effect are to material buttress cloth) conveying buttress is expected, the length that the material that promptly adopts piler of the present invention to stack is piled up neatly is restricted hardly, so piler of the present invention has solved the few problem of stacking amount in the prior art.
Because piler of the present invention, do not have the revoliving arm of similar prior art and the parts that rotate, and reduce by a belt feeder on the revoliving arm, so structure can lightweight, makes the buttress material height of conveying reduce by 50%, productive costs reduces.Certainly, light in structure quantizes also can bring the low effect of operating cost of the present invention.
The excellent effect that also has a present invention who it may be noted that in contrast to prior art is: the strut member at prior art supports cloth bridge two ends (hard ware or civil engineering body of wall) needs enough intensity, need the strut member at cloth bridge two ends to share because the cloth bridge adds the weight of revoliving arm, this has just increased the cost of strut member.And crossbeam of the present invention does not need to bear big load, and can be by relating to an end of the center of gravity of crossbeam being shifted to crossbeam, therefore crossbeam can only need a load strut member or a main load strut member and an auxiliary supports, has reduced the cost of strut member.
Description of drawings
Fig. 1 is the front view of piler of the present invention.
Fig. 2 is that the A of Fig. 1 is to view.
Fig. 3 is the birds-eye view of Fig. 1.
Sign is described as follows among the figure:
1, fixing belt conveyor roller; 2, fixing band conveyor belt; 3, fixing band conveyor stretching device; 4, crossbeam; 5, fixing belt conveyor roller; 6, fixing belt conveyor roller; 7, fixing belt conveyor roller; 8, supporting track; 9, hopper; 10, fixing belt conveyor roller; 11, crossbeam bracing frame; 12, the band conveyor traction electric machine that shuttles back and forth; 13, hauling rope; 14, the band conveyor that shuttles back and forth; 15, fixing belt conveyor roller.
The specific embodiment
Below in conjunction with accompanying drawing technical scheme of the present invention is elaborated.
Fig. 1 has shown the structure of piler of the present invention, and left and right directions is the length direction of material buttress among Fig. 1, perpendicular to the Width for the material buttress of material buttress length direction.The length direction of the material of indication buttress and Width are not to determine according to the size of the both direction of material buttress among the present invention, but determine according to the order of stacking the buttress material.Present a two dimensional surface if overlook material buttress, the order of stacking the buttress material be earlier planar a direction (being called the Y direction) go up order and stack the material buttress that the buttress material forms a strip-type.After the material buttress of strip-type meets the requirements of height, move a certain distance the above-mentioned stacking buttress material process that repeats along another direction (being called directions X) in the plane, form alternative in vitro test shape material buttress, it is whole that a plurality of strip-type material buttress that closely continue form final material buttress, promptly constantly be repeated below process: move a certain distance at directions X in order stacking buttress material back on the Y direction and repeat order stacking buttress material on the Y direction again, it is whole to form final material buttress.Certainly, in most cases directions X and Y direction are orthogonal, and directions X is the length direction of the material buttress of indication of the present invention, and the Y direction is the Width of the material buttress of indication of the present invention.
Be provided with supporting track 8 along the buttress of the material among Fig. 1 length direction, be parallel to supporting track 8 and be provided with the band conveyor that can transmit the buttress material.Be provided with perpendicular to supporting track 8 in conjunction with the visible crossbeam 4 of Fig. 3, crossbeam 4 is arranged on the supporting track 8 by some rollers specifically, thereby makes that crossbeam 4 integral body can be along supporting track 8 sway.Being provided with one as can see from Figure 2 on the crossbeam 4 can be along the axially whole band conveyor that moves of crossbeam 4, for the ease of distinguishing, the band conveyor that will be parallel to supporting track 8 is defined as fixedly band conveyor, and the band conveyor that is provided with on the crossbeam 4 is defined as the band conveyor that shuttles back and forth.Fixedly band conveyor needs and will be transported to from the buttress material of hopper 9 on the band conveyor that shuttles back and forth, promptly on the crossbeam 4.As can be seen from Figure 1 fixedly band conveyor belt 2 around the fixedly belt conveyor roller 5 that is arranged on the crossbeam 4, fixedly belt conveyor roller 6, fixedly belt conveyor roller 7 and fixedly belt conveyor roller 15, and be arranged on the fixedly band conveyor stretching device 3 at supporting track 8 two ends, fixedly belt conveyor roller 1 and fixedly belt conveyor roller 10 formation circulations, fixedly belt conveyor roller 5, fixedly belt conveyor roller 6, fixedly belt conveyor roller 7 and fixedly belt conveyor roller 15 form the passage of carrying the buttress material to rise to crossbeam 4 from supporting track 8.Crossbeam 4 is when supporting track 8 moves, and fixedly the length of band conveyor belt 2 is constant, has so just realized that the buttress material is transported to the purpose on the crossbeam 4 continuously.
From structure shown in Fig. 2 as can be known, crossbeam 4 is provided with the band conveyor 14 that shuttles back and forth, and the effect of the band conveyor 14 that shuttles back and forth is to receive the buttress material that sends from fixing band conveyor and goes up to material buttress cloth at left and right directions shown in Figure 2 (i.e. the Width of material buttress).In order to realize this purpose, shuttle back and forth band conveyor 14 in working order, inevitable some can receive from the fixing buttress material of band conveyor, and then transmit to material by the band conveyor 14 that shuttles back and forth and to pile up neatly cloth.In order to make cloth more even, some blankings arbitrarily promptly shuttle back and forth in the span scope of the left and right directions entablatrance 4 that band conveyor 14 can be in Fig. 2, setting the shuttle back and forth length direction of band conveyor 14 and the axially parallel of crossbeam 4, and the length of the band conveyor 14 that shuttles back and forth is less than the length of crossbeam 4, shuttling back and forth band conveyor 14 down can moving axially along crossbeam 4 in the traction of band conveyor traction electric machine of shuttling back and forth (by hauling rope 13), shuttle back and forth simultaneously the cylinder of band conveyor 14 can be positive and negative both direction rotate, make the buttress material to fall at the two ends of the band conveyor 14 that shuttles back and forth.In the example shown in Figure 2, the middle part that supporting track 8 is arranged on crossbeam 4 intersects with crossbeam 4, can prolong the buttress material that crossbeam 4 (promptly prolonging the width of material buttress) stacks more (, promptly only adopt left-half among Fig. 2 or the scheme of half part is arranged) so as far as possible than the scheme that an end of supporting track and crossbeam intersects.Structure shown in Fig. 2 is carried out the simple mechanics-based analysis can be learnt, the bearing force that the two ends of crossbeam 4 need is smaller, under the relatively shorter situation of crossbeam 4, can not need the crossbeam bracing frame, certainly in order to prolong the words of crossbeam 4 as far as possible, crossbeam bracing frame 11 need be set at the two ends of crossbeam 4, and crossbeam bracing frame 11 lower ends are provided with roller and move with the integral body that cooperates crossbeam 4.The bearing force that crossbeam bracing frame 11 is provided also needn't be too big, so structure can compare succinctly, simultaneously the support strength of the support body of wall of crossbeam bracing frame 11 bottoms required also lowly, so laid down cost is cheap.
The detector that can detect material height of embankment degree is set on piler of the present invention the material height of embankment degree of stacking is monitored, if highly reach requirement, then moving beam 4 is proceeded cloth, the height high conformity of feasible material buttress.Described detector can adopt prior art, and as PLC detecting head system, specifically the installation site on piler should be determined according to the technical requirements of concrete employing.
The working process of piler of the present invention is as follows: referring to Fig. 1, buttress expects to fall fixedly from hopper 9, and band conveyor is sent on the crossbeam 4.Referring to Fig. 2, the buttress material that is sent to crossbeam 4 drops on the band conveyor 14 that shuttles back and forth, the band conveyor 14 that shuttles back and forth carries out the transmission of positive and negative both direction, on making that the material of buttress material below fall at the two ends of the band conveyor 14 that shuttles back and forth piled up neatly, in order to make buttress material rectangular distribution on left and right directions shown in Figure 2, the axial motion of band conveyor 14 at the traction lower edge of the band conveyor traction electric machine 12 that shuttles back and forth crossbeam 4 shuttles back and forth.The detector that detects material height of embankment degree is simultaneously monitored the height of the material buttress of stacking, referring to Fig. 3, if the height of the material of stacking buttress reaches requirement, then crossbeam 4 is moved along supporting track 8, leave current location, crossbeam 4 repeats above-mentioned windrow process behind next position, up to finishing whole stacking tasks.As seen, the scope (from birds-eye view shown in Figure 3) of institute of the present invention windrow buttress be serve as to grow and crossbeam 4 is in the wide rectangular extent with supporting track 8.In the past surface analysis as can be known, the length setting of supporting track does not have obstacle, therefore, the buttress material amount that piler of the present invention is stacked is very big.
The working process of above-mentioned piler can be arranged to automatic control program and operate, and has reduced labour intensity, has improved work efficiency.
Claims (4)
1, piler, what comprise edge material buttress length direction setting piles up neatly the cooresponding supporting track of length with material, also comprise a crossbeam of crossing over the material buttress at material buttress cross direction, supporting track forms crossbeam and supports, and crossbeam can carry out integral body along supporting track and move, it is characterized in that also comprising and be arranged on the crossbeam and can axially transmit the band conveyor that buttress is expected along crossbeam, also comprise being parallel to the band conveyor that can transmit the buttress material along material buttress length direction that supporting track is provided with, the described band conveyor that is parallel to supporting track will be piled up neatly material and be transported on the band conveyor that is provided with on the described crossbeam.
2, according to the described piler of claim 1, the band conveyor that it is characterized in that being arranged on crossbeam is in the length of the axial size of crossbeam less than crossbeam, and can crossbeam axially on to carry out integral body mobile.
3,, it is characterized in that described supporting track is arranged on the middle part of material buttress cross direction according to the described piler of claim 2.
4,, it is characterized in that also comprising the detector that is used to detect material height of embankment degree according to the described piler of one of claim 1 to 3.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200910077386 CN101486414B (en) | 2009-02-19 | 2009-02-19 | Stacking machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200910077386 CN101486414B (en) | 2009-02-19 | 2009-02-19 | Stacking machine |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101486414A true CN101486414A (en) | 2009-07-22 |
| CN101486414B CN101486414B (en) | 2012-06-20 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200910077386 Active CN101486414B (en) | 2009-02-19 | 2009-02-19 | Stacking machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101486414B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102725214A (en) * | 2009-12-03 | 2012-10-10 | Fl史密斯公司 | Conveyor apparatus |
| CN116068145B (en) * | 2022-12-16 | 2023-12-19 | 合肥综合性国家科学中心能源研究院(安徽省能源实验室) | Device and method for recycling similar simulation experiment materials |
-
2009
- 2009-02-19 CN CN 200910077386 patent/CN101486414B/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102725214A (en) * | 2009-12-03 | 2012-10-10 | Fl史密斯公司 | Conveyor apparatus |
| CN102725214B (en) * | 2009-12-03 | 2014-11-05 | Fl史密斯公司 | Conveyor apparatus |
| CN116068145B (en) * | 2022-12-16 | 2023-12-19 | 合肥综合性国家科学中心能源研究院(安徽省能源实验室) | Device and method for recycling similar simulation experiment materials |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101486414B (en) | 2012-06-20 |
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Address after: No. 114 along the River Road, Yichang, Hubei, Hubei Patentee after: Tus Environmental Technology Development Co.,Ltd. Address before: 101102, No. 3, Huanyu Road, Majuqiao Jinqiao technology industry base, Beijing, Tongzhou District Patentee before: SOUND ENVIRONMENTAL RESOURCES Co.,Ltd. |