CN202659267U - Integral graded spanning-type walking bracket - Google Patents
Integral graded spanning-type walking bracket Download PDFInfo
- Publication number
- CN202659267U CN202659267U CN 201220156439 CN201220156439U CN202659267U CN 202659267 U CN202659267 U CN 202659267U CN 201220156439 CN201220156439 CN 201220156439 CN 201220156439 U CN201220156439 U CN 201220156439U CN 202659267 U CN202659267 U CN 202659267U
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- support
- support beam
- slider
- hydraulic cylinder
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Abstract
The utility model relates to an integral graded spanning-type walking bracket, which is characterized in that front support beams are articulated with rear support beams, a front sliding block and a rear sliding block are arranged between a left front beam and a right front beam of each front support beam, a single-action type hydraulic cylinder is arranged at the upper end of each upright column, an inversed T-shaped column base is connected to the lower end of each upright column, and a telescopic advancing support hydraulic cylinder is connected between each front sliding block and each rear sliding block. The integral graded spanning-type walking bracket disclosed by the utility model has the advantages of convenience for maintenance, convenience for recycling, strength supporting strength and greatly-improved safety performance.
Description
Technical field:
The utility model relates to a kind of end support equipment of coal-face, and particularly a kind of whole classification great-leap-forward step is moved support.
Background technology:
In general, the stope termination is the anxious stack that increases district or pressure increased area internal support pressure distribution curve of tunnel and actual mining surface pressure, and therefore, the stope end is the bearing pressure maximum, manifests the most violent, the least manageable area of top board; Wherein lower end is the most representative, because many, the approaches the working surface break line of equipment, supporting is very difficult, also is the multiple district of roof accident; Original support pattern is: coal-face is operated in for canopy in advance and cuts that 20m carries out outside entrance to a lane generally speaking, for two helping generally to take hinged girder to cooperate under hydraulic single prop and the post measure such as station nylon column footwear that top board is carried out supporting behind the canopy, but under the effect of adopting the face mining pressure, capplce is crushed out of shape easily, cause drift section to dwindle, impact is ventilated, the pedestrian; Capplce to distortion need in time be changed, and has increased the roadway maintenance workload.For canopy and the work of replacing capplce top board is supported repeatedly in advance, the top board integrality repeatedly is damaged, increased deflection and the subsidence velocity in tunnel, in a large amount of support material of needs consumption, increased raw coal production cost; When support material enters the tail lane and need reclaim, affected by the job location limitation, there is the pile things on phenomenon often in the part support material, and causing the support material rate of recovery only is 60%;
The termination step that occurs was afterwards moved support, and this support generally is installed in the stope drift active workings side, although to a certain extent effective support the termination, adopted face dynamic management limits, and causes transporter, adopts the face support and exist and alter the downslide phenomenon.
Summary of the invention:
The purpose of this utility model is: in order to overcome the deficiencies in the prior art, move support thereby provide a kind of whole classification great-leap-forward easy to use to go on foot.
The technical solution adopted in the utility model is: a kind of whole classification great-leap-forward step is moved support, include one group of front support beam, one group of rear support beam, before, the column that connects under the rear support beam, hydraulic cylinder and hydraulic control circuit, front support beam and rear support beam are articulated and connected, the left side of front support beam, be provided with front-slider and rear slider between the right front beam, described column upper end is provided with single-acting formula hydraulic cylinder, column lower end is connected with inverse-T-shaped post boots, the left end of described front-slider is fixedly connected with left front beam, right-hand member and right front beam are slidingly connected, the left end of rear slider and left front beam are slidingly connected, right-hand member is fixedly connected with right front beam, front, be connected with the telescopic frame hydraulic cylinder that moves between the rear slider.
Be connected with free slide block between the rear support beam, the two ends of described free slide block are slidingly connected with the left and right back rest of rear support beam respectively.
Front-slider, rear slider and free slide block consist of by a block plate or the steel plate Combination Welding more than consists of, and the inboard of two groups of brace summers is provided with slideway.
Be welded with " π " shaped steel on the rear support beam soffit.
The beneficial effects of the utility model are:
1, the whole classification great-leap-forward step of the present utility model is moved support, and the step is moved support across above elevating conveyor, and two parallel fully mechanized coal face face end supports of back timber, pillar are near the elevating conveyor both sides, and having solved lower pair lane does not have to go on foot the history of moving support.
2, the whole classification great-leap-forward step of the present utility model is moved support, and the step moves the support power section and is arranged on the back timber, has cancelled structure of bottom girder.Structure is upper pays the lane step to move support simple and clear.After moving in the power section, be convenient to the mechanician and safeguard, be found easily when the problem such as leakage is arranged.
3, the whole classification great-leap-forward step of the present utility model is moved support, back timber adopts long and short beam to cooperate, the longest back timber 7.5m, short beam 4.3m, the recovery of lower tail lane π section steel beam is convenient in the recovery space that has increased tail lane π section steel beam, greatly alleviated the labour intensity that reclaims the worker, effectively raise and adopt the face advance support in tail lane recovery reusability, by original less than 60%, reached 100%.
4, the whole classification great-leap-forward step of the present utility model is moved support, and supporting intensity obviously increases, the drift section deflection be improved significantly, stopped secondary and expanded the input of repairing extra worker, improved personnel's work efficiency.
5, the whole classification great-leap-forward step of the present utility model is moved support, and the step moves support and all adopts hydraulic control, is convenient to integrated operation, has reduced timberer's labour intensity, has improved security performance;
6, the whole classification great-leap-forward step of the present utility model is moved support, the post footwear that pillar below pad is established, and Area of bearing is large, has effectively prevented phenomenon at the bottom of the column drill, has guaranteed head-room, has improved supporting intensity and safety factor.
Description of drawings:
Fig. 1 is the structural representation of facing of the present utility model;
Fig. 2 is plan structure schematic diagram of the present utility model;
Fig. 3 be among Fig. 1 A to the sectional structure schematic diagram.
Number in the figure 1 is " π " shaped steel, label 2 is left back beam, and label 3 is left front beam, and label 4 is the single-acting formula hydraulic cylinder on the support, label 5 is column, label 6 is the post boots, and label 7 is rear slider, and label 8 is right front beam, label 9 is right back beam, label 10 is free slide block, and label 11 is front-slider, and label 12 is the telescopic frame hydraulic cylinder that moves.
The specific embodiment
Referring to Fig. 1 ~ 3, a kind of whole classification great-leap-forward step is moved support, include one group of front support beam and include left front beam 3 and rear front-axle beam 8, one group of rear support beam includes left back beam 2 and right back beam 9, before, the column 5 that connects under the rear support beam, hydraulic cylinder and hydraulic control circuit, front support beam and rear support beam are articulated and connected, the left side of front support beam, be provided with front-slider 11 and rear slider 7 between the right front beam 3 and 8, column 5 upper ends are provided with single-acting formula hydraulic cylinder 4, column 5 lower ends are connected with inverse-T-shaped post boots 6, the left end of front-slider 11 is fixedly connected with left front beam 3, right-hand member and right front beam 8 are slidingly connected, the left end of rear slider 7 and left front beam 3 are slidingly connected, right-hand member is fixedly connected with right front beam 8, front, be connected with the telescopic frame hydraulic cylinder 12 that moves between the rear slider.Be connected with free slide block 10 between the left back beam 2 of rear support beam and the right back beam 9, the two ends of free slide block 10 are slidingly connected with the left and right back rest of rear support beam respectively.
Front-slider 11, rear slider 7 and free slide block 10 consist of by two block plate Combination Welding, and the inboard of two groups of brace summers is provided with slideway.Be welded with " π " shaped steel 1 on the rear support beam soffit.
Add man-hour, according to the disposable processing of equipment overall structure, the assembly parts processing, concentrated assembling mode is processed, at first adopting thickness is 200mm, before, the rear support beam length is respectively 7300mm, the steel plate of 3100mm is respectively processed 2, the hinged place of connecing of brace summer adopts semi-circular " hollow pin connected mode " to carry out hinged wherein, two case bays are 1800 mm, before the middle 25mm of employing steel plate is installed, rear two slide blocks 7 connect with being connected, wherein an end is taked fixed form, the other end adopts and is slidingly connected, and requires the chute width can realize slide block free-running operation; The front and back column is a gang of to amount to 5, and wherein the front support beam is lower 2, and 3 of rear columns, its spacing are respectively the first root post apart from beam head 300mm, first spacing 1500 mm of the second root distance, and the order spacing is respectively 1500 mm, 3100 mm, 3700mm successively; Column 5 adopts thickness, width to be 200mm steel plate journey " half selenodont " and to be connected with pillar with the brace summer linkage; For increasing rear support beam crushing resistance, weld respectively long π shaped steel 1 back timber of two 2000mm, 2600mm as for subsequent use, under each column, be connected with inverse-T-shaped post boots 6.
During installation, the advance support directly over coal wall side front support beam hangs two 3t Chain blocks, after large chain ties brace summer, works winching to the installation site.Column 5 is installed and is put on post boots 6, then fluid injection is installed and is gone on foot the hydraulic system of moving support, then makes brace summer connect real top board.Pedestrian's side front support beam mounting method is the same.
Draw when moving one's steps support the reach of taking alternately to take a step.First the telescopic frame hydraulic cylinder 12 that moves on the support front support beam is stretched out, then the single-acting formula hydraulic cylinder 4 that operates on the column falls the brace summer on the right, height of drop is as the criterion can allow brace summer draw forward to move, take left side brace summer as fixed point, then operate the telescopic frame hydraulic cylinder 12 that moves, make the brace summer reach on the right, behind the reach certain position the right brace summer is risen tight; Then fall left side brace summer, make left side brace summer reach take the right brace summer as fixed point, successively as stated above operation when the step moves, the gap of brace summer top is real with the support materials such as mine timber, the timber wedge back of the body.
Claims (4)
1. a whole classification great-leap-forward step is moved support, include one group of front support beam, one group of rear support beam, before, the column that connects under the rear support beam, hydraulic cylinder and hydraulic control circuit, front support beam and rear support beam are articulated and connected, the left side of front support beam, be provided with front-slider and rear slider between the right front beam, it is characterized in that: described column upper end is provided with single-acting formula hydraulic cylinder, column lower end is connected with inverse-T-shaped post boots, the left end of described front-slider is fixedly connected with left front beam, right-hand member and right front beam are slidingly connected, the left end of rear slider and left front beam are slidingly connected, right-hand member is fixedly connected with right front beam, front, be connected with the telescopic frame hydraulic cylinder that moves between the rear slider.
2. the whole classification great-leap-forward step according to claim 1 is moved support, it is characterized in that: be connected with free slide block between the described rear support beam, the two ends of described free slide block are slidingly connected with the left and right back rest of rear support beam respectively.
3. the whole classification great-leap-forward step according to claim 1 and 2 is moved support, and it is characterized in that: described front-slider, rear slider and free slide block consist of by a block plate or the steel plate Combination Welding more than consists of, and the inboard of two groups of brace summers is provided with slideway.
4. the whole classification great-leap-forward step according to claim 1 is moved support, it is characterized in that: be welded with " π " shaped steel on the described rear support beam soffit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220156439 CN202659267U (en) | 2012-04-14 | 2012-04-14 | Integral graded spanning-type walking bracket |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220156439 CN202659267U (en) | 2012-04-14 | 2012-04-14 | Integral graded spanning-type walking bracket |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202659267U true CN202659267U (en) | 2013-01-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220156439 Expired - Fee Related CN202659267U (en) | 2012-04-14 | 2012-04-14 | Integral graded spanning-type walking bracket |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202659267U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103993898A (en) * | 2014-04-24 | 2014-08-20 | 泰安百益机械有限公司 | Circulating tunneling immediate support device and method |
| CN105041357A (en) * | 2015-08-20 | 2015-11-11 | 天地科技股份有限公司 | Monorail hoisting tail-to-head-type advance support system |
| CN106441208A (en) * | 2016-11-08 | 2017-02-22 | 长安大学 | Flatness measurement instrument and method for loose laying layer of bituminous pavement |
-
2012
- 2012-04-14 CN CN 201220156439 patent/CN202659267U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103993898A (en) * | 2014-04-24 | 2014-08-20 | 泰安百益机械有限公司 | Circulating tunneling immediate support device and method |
| CN105041357A (en) * | 2015-08-20 | 2015-11-11 | 天地科技股份有限公司 | Monorail hoisting tail-to-head-type advance support system |
| CN106441208A (en) * | 2016-11-08 | 2017-02-22 | 长安大学 | Flatness measurement instrument and method for loose laying layer of bituminous pavement |
| CN106441208B (en) * | 2016-11-08 | 2018-04-06 | 长安大学 | A kind of bituminous paving pine laying roughness measurement instrument and measuring method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130109 Termination date: 20200414 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |