CN102022130A - Stepping self-walking cantilever timbering of fully mechanized workface - Google Patents
Stepping self-walking cantilever timbering of fully mechanized workface Download PDFInfo
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- CN102022130A CN102022130A CN2009100184019A CN200910018401A CN102022130A CN 102022130 A CN102022130 A CN 102022130A CN 2009100184019 A CN2009100184019 A CN 2009100184019A CN 200910018401 A CN200910018401 A CN 200910018401A CN 102022130 A CN102022130 A CN 102022130A
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Abstract
The invention provides a stepping self-walking cantilever timbering of a fully mechanized workface, wherein the stepping self-walking cantilever timbering comprises three parts of a flexible cantilever beam timbering, passing and anti-falling jacks and a stepping self-walking support timbering. The flexible cantilever beam timbering comprises top beams 1, bases 3, front and rear columns 2 and double linkage mechanisms 4 which are arranged at left and right sides of the flexible cantilever beam timbering, and also comprises crossbeams 12, longitudinal beams 11, telescoping beams 10 and telescoping jacks 14 which are disposed at the center of the flexible cantilever beam timbering. The two passing and anti-falling jacks are respectively positioned at the left and right sides of the timbering, wherein two ends of the passing jack 5 are respectively coupled with the bases 3 and bases 6 by fixed connectors and two ends of the anti-falling jack 9 are respectively coupled with the top beams 1 and top beams 8 by rotatable connectors. The stepping self-walking support timbering comprises the top beams 8, columns 7 and the bases 6 arranged at the left and right sides and also comprises a crossbeam 13 disposed at the center. With hydraulic pressure as power, the timbering, which is a piece of mechanized cantilever support equipment used in association with a fully-mechanized excavation machine, realizes the cantilever support and the stepping self-walking of a top board of the fully mechanized workface and mechanizes the temporary support of the fully mechanized workface, enhancing the working efficiency and reducing the danger of manual operation.
Description
Technical field
The present invention relates to comprehensive mechanized driving work plane foreset field, particularly a kind of can taking a step taken a step from moving cantilever timbering from the fully mechanized workface that moves scalable front-probe support.
Background technology
At present, the temporary lining that fully mechanized workface is met head on adopts 3 o'clock seamless steel pipes to make forestope, and front and back are fixed with suspension ring.This temporary lining mode need often carry out manually moving, and constantly regulates armrest work industry, poor stability, inefficiency.
Summary of the invention
In order to solve existing fully mechanized workface temporary lining armrest work industry, poor stability, deficiency that work efficiency is low, the invention provides a kind of fully mechanized workface and take a step from moving cantilever timbering, it can realize mechanical automation, raising safety and the operating efficiency of fully mechanized workface temporary lining.
The present invention solves the problems of the technologies described above the technical scheme that is adopted to be:
Fully mechanized workface is taken a step from moving cantilever timbering, mainly by flexible forestope support, passing and anti-down jack, take a step that oneself moves supporting bracket three parts and forms.
A. flexible forestope holder part: form by the left and right sides and intermediate portion that structure is identical; Each side is made up of back timber, base, front and back two columns and two linkages of flexible forestope support.Two linkages are articulated between the back timber and base of flexible forestope support.The crossbeam that connects between the back timber of intermediate portion by the flexible forestope support left and right sides, be vertically fixed in the longeron more than two or two on the crossbeam, be flush-mounted in the extensible canopy in the longeron and be articulated in extensible canopy and crossbeam or longeron between flexible jack etc. form.Extensible canopy is flexible with flexible jack, and preceding the spy stretched out and withdrawal in longeron.
B. pass jack and anti-down jack: the two is at flexible forestope support and take a step each side there is one from what move supporting bracket.
The two ends of passing jack connect with the base of taking a step from moving supporting bracket with the base of flexible forestope support respectively by fixed connector.
The two ends of anti-down jack connect with the back timber of taking a step from moving supporting bracket with the back timber of flexible forestope support respectively by rotatable connector.
C. take a step from moving the supporting bracket part: form by the left and right sides and intermediate portion that structure is identical; Each side is made up of back timber, column, the base of taking a step from moving supporting bracket.The intermediate portion is to be connected in to take a step from moving taking a step from the crossbeam that moves supporting bracket between the left and right back timber of supporting bracket.
The invention has the beneficial effects as follows:
This support is power with hydraulic pressure, realizes the front-probe support of fully mechanized workface top board and take a step making the manually-operated of fully mechanized workface foreset become mechanized from moving, and increases work efficiency, and reduces the danger of manually installing the temporary lining forestope.Be the mechanization front-probe support equipment that cooperates fully-mechanized digging machine to use.
Description of drawings
Fig. 1~3rd, fully mechanized workface take a step from move cantilever timbering the structural representation master, bow, lateral view.
Fig. 4 is that fully mechanized workface is taken a step from the hydraulic scheme that moves cantilever timbering.
Among the figure: 1-back timber, 2-column, 3-base, 4-two linkages, 5-pass jack, 6-base, 7-column, 8-back timber, the anti-down jack of 9-, 10-extensible canopy, 11-longeron, 12-crossbeam, 13-crossbeam, the flexible jack of 14-, 15-operation valve group, 16-control valve.
The specific embodiment
The invention will be further described below in conjunction with drawings and Examples.
Fully mechanized workface of the present invention is shown in Fig. 1~3 takes a step from the structure of moving cantilever timbering.It mainly by flexible forestope support, passing and anti-down jack, take a step to form from moving the supporting bracket three parts.
1. flexible forestope holder part: form by the left and right sides and intermediate portion that structure is identical; Each side is made of back timber 1, base 3, front and back two columns 2 and two linkages 4 etc. of flexible forestope support.Support with forward and backward two root posts 2 between the back timber 1 of flexible forestope support and the base 3, column 2 adopts double-telescopic upright post.Also hinged between the back timber 1 of flexible forestope support and the base 3 by two linkages, the stability of increase support.Back timber 1, base 3 steel plate processing and fabricating.
The mid portion of flexible forestope support by be connected in two crossbeams 12 between the left and right back timber 1 of this support, be vertically fixed in three longerons 11 on the crossbeam 12, in the longeron 11 setting-ins extensible canopy 10 and be articulated in extensible canopy 10 and crossbeam 12 between flexible jack 14 etc. form.
Two crossbeams 12 are processed by channel-section steel.Three longerons 11 are also by channel-section steel processing, and the groove of three longerons 11 upwards is vertically fixed on two crossbeams 12.Three extensible canopies 10 are by the channel-section steel processing littler than longeron 11 cross sections, the groove of extensible canopy 10 downwards, be inlaid in the groove of longeron 11.The cylinder body end of flexible jack 14 is articulated on the hinged seat of crossbeam 12 bottom sides, the piston rod of flexible jack 14 and the hinged seat of extensible canopy 10 front end bottom sides are hinged, it is flexible that extensible canopy 10 longitudinally can be free to slide in the groove of longeron 11, reaches the purpose of front-probe support.
2. pass and anti-down jack: the two is in the left and right sides of flexible forestope support, that is takes a step each side there is one from moving supporting bracket, and bilateral symmetry.
Passing jack 5 two ends of each side connect with the base 6 of taking a step from moving supporting bracket with the base 3 of flexible forestope support respectively by fixed connector.Anti-down jack 9 two ends of each side connect with the back timber 8 of taking a step from moving supporting bracket with the back timber 1 of flexible forestope support respectively by rotatable connector.The fully-mechanized mining working that passing and anti-down jack use stroke to reach 900mm draws back slide jack.
3. take a step from moving the supporting bracket part: form by the left and right sides and intermediate portion that structure is identical.Each side is made of back timber 8, column 7 and the base 6 etc. of taking a step from moving supporting bracket.The intermediate portion is to be connected in the crossbeam 13 of taking a step between the left and right back timber 8 that moves supporting bracket; Take a step to have the anti-effect of skewing, process with channel-section steel from the crossbeam 13 that moves supporting bracket.Back timber 8 is short beams, mainly plays connection column 7, crossbeam 13, anti-down jack 9 connectors except playing a supportive role.Take a step to adopt double-telescopic upright post from the column 7 that moves supporting bracket; Its back timber 8 and base 6 adopt the steel plate processing and fabricating.
Fully mechanized workface shown in Figure 4 is taken a step from the hydraulic system of moving cantilever timbering.It is made up of each column of operation valve group 15, this cantilever timbering and hydraulic jack, high-pressure rubber pipe etc.Operation valve group 15 contains five 3-position 4-way operation valves.The liquid inlet and outlet of five operation valves is connected with feed flow pipeline P, the liquid back pipe road O of hydraulic power unit respectively; The working hole of five operation valves passes through high-pressure rubber pipe, respectively with the anti-down jack 9 of the passing jack 5 of the flexible jack 14 of the column 2 of the flexible forestope support of four parallel connections, three parallel connections, two parallel connections, two parallel connections, two parallel connections take a step be connected from the column 7 that moves supporting bracket, constitute five road hydraulic circuits.Wherein, the rodless cavity of four columns 2, two columns 7 also is connected to control valve 16.Control valve 16 contains unidirectional lock and safety valve.For the hydraulic power unit of this cantilever timbering feed flow is located in the tunnel, by feed flow pipeline P and liquid back pipe road O be arranged on the operation valve group 15 of taking a step and be connected from moving on the supporting bracket.
Using method:
1. in the intact circulation of fully-mechanized digging machine cut, this support at first rises roof supporting with this support after reaching boring head;
2. handle support operation valve group 15 corresponding operation valves,, three extensible canopies 10 are stretched out, play the effect of support front top board flexible jack 14 feed flows;
3. carry out the supporting such as anchor pole, anchor net, anchor cable of boring head top board;
4. after next one circulation driving finishes, move back fully-mechanized digging machine;
5. handle corresponding operation valve, fall the back timber 1 of flexible forestope holder part, take a step from move supporting bracket part roof supporting firmly after, stretch and pass jack 5 and anti-down jack 9, pass flexible forestope holder part;
6. after flexible forestope holder part puts in place, handle corresponding operation valve, rise back timber 1 roof supporting; After the firm supporting, take a step partly to fall back timber 8, contract and pass jack 5 and anti-down jack 9, draw and take a step from moving the supporting bracket part from moving supporting bracket;
7. take a step after moving supporting bracket and partly putting in place, the manipulation operations valve, it is firm to rise back timber 8 roof supportings;
8. according to 1. above-mentioned~3. the step supports to place this support and forestope thereof, and the roofbolt of meeting head on, anchor net, cable bolting; Again by 4. above-mentioned~7. the step finishes this support to move frame; And circulation according to this.
This fully mechanized workface takes a step to be with flexible forestope from moving the cantilever timbering supporting height at 1.6 meters~3.5 meters, and temporary lining length can reach 3.9 meters, 4 meters of overall widths, and 3.4 meters of inner widths cooperate fully-mechanized digging machine to use.Use at No. two collieries, Yanzhou Coal Industry Co., Ltd. Jining fully mechanized workface, obtained good effect.
Claims (4)
1. a fully mechanized workface takes a step to it is characterized in that from moving cantilever timbering: comprise flexible forestope support, passing and anti-down jack, take a step from moving supporting bracket three parts;
A. flexible forestope holder part: form by the left and right sides and intermediate portion that structure is identical; Each side comprises back timber (1), base (3), front and back two columns (2) and two linkages (4) of flexible forestope support; Two linkages (4) are articulated between the back timber (1) and base (3) of flexible forestope support; The intermediate portion comprises crossbeam (12) between the left and right sides back timber (1) that is connected in flexible forestope support, be vertically fixed at least two longerons (11) on the crossbeam (12), be flush-mounted in the extensible canopy (10) in the longeron (11) and be articulated in extensible canopy (10) and crossbeam (12) or longeron (11) between flexible jack (14); Extensible canopy (10) can be with flexible jack (14) flexible, visit before longeron (11) in and stretch out and withdraw;
B. pass and anti-down jack: the two is in the left and right sides of flexible forestope support, that is the left and right sides of the supporting bracket of taking a step to move certainly, respectively has one;
The two ends of the passing jack (5) of each side are by fixed connector, respectively with the base (3) of flexible forestope support and the base (6) that oneself moves supporting bracket of taking a step connect;
The two ends of the anti-down jack (9) of each side are by rotatable connector, respectively with the back timber (1) of flexible forestope support and the back timber (8) that oneself moves supporting bracket of taking a step connect;
C. take a step from moving the supporting bracket part: comprise the left and right sides and intermediate portion that structure is identical; Each side comprises back timber (8), column (7) and the base (6) of taking a step from moving supporting bracket; The intermediate portion is to be connected in to take a step from moving taking a step from the crossbeam (13) that moves supporting bracket between the left and right back timber of supporting bracket (8).
2. fully mechanized workface according to claim 1 takes a step to it is characterized in that from moving cantilever timbering: said taking a step is provided with control valve group (15) from moving supporting bracket, and operation valve group (15) contains five operation valves; The liquid inlet and outlet of five operation valves is connected with feed flow pipeline P, the liquid back pipe road O of hydraulic power unit, the working hole of five operation valves by high-pressure rubber pipe respectively with the column (2) of the flexible forestope support of four parallel connections, each flexible jack (14) in parallel, the passing jack (5) of two parallel connections, the anti-down jack (9) of two parallel connections, two parallel connections take a step be connected from the column (7) that moves supporting bracket, constitute five hydraulic circuits; The column (2) of flexible forestope support is connected to control valve (16) with the rodless cavity of taking a step from moving the column (7) of supporting bracket; Control valve (16) contains unidirectional lock and safety valve.
3. fully mechanized workface according to claim 1 is taken a step from moving cantilever timbering, and it is characterized in that: said longeron (11) and extensible canopy (10) are 3~4; The two (11,10) are channel-section steel, the groove of longeron (11) upwards, the groove of extensible canopy (10) downwards, be embedded in the groove of longeron (11); Said crossbeam (12) is two of front and back, and flexible jack (14) is articulated between one crossbeam (12) bottom surface, back and extensible canopy (10) front end.
4. fully mechanized workface according to claim 1 takes a step to it is characterized in that from moving cantilever timbering: the column of said flexible forestope support (2), and to take a step from the column (7) that moves supporting bracket be double-telescopic upright post.
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CN 200910018401 CN102022130B (en) | 2009-09-15 | 2009-09-15 | Stepping self-walking cantilever timbering of fully mechanized workface |
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CN 200910018401 CN102022130B (en) | 2009-09-15 | 2009-09-15 | Stepping self-walking cantilever timbering of fully mechanized workface |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104279000A (en) * | 2014-09-18 | 2015-01-14 | 中国煤炭科工集团太原研究院有限公司 | Automatic bolt mesh laying and connection excavation temporary support device |
CN105697045A (en) * | 2016-03-07 | 2016-06-22 | 山东科技大学 | Supporting type temporary supporting method with telescopic top beams for tunneling face |
CN105697041A (en) * | 2016-03-07 | 2016-06-22 | 山东科技大学 | Temporary supporting bracket with telescopic top beams and connecting rods and supporting method |
CN106437116A (en) * | 2016-12-08 | 2017-02-22 | 淮南矿业(集团)有限责任公司 | Mining self-moving liftable scaffold |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
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US3872678A (en) * | 1972-07-14 | 1975-03-25 | Peter Shuttleworth | Mine roof supports |
GB1415188A (en) * | 1971-12-10 | 1975-11-26 | Alacchi G | Advanceable roof-supporting device for mining galleries |
CN2154912Y (en) * | 1993-06-10 | 1994-02-02 | 沈阳矿务局 | Sectional mobile prop |
CN200985799Y (en) * | 2006-10-30 | 2007-12-05 | 沈阳天安矿山机械科技有限公司 | Alley way advanced support bracket |
CN201474715U (en) * | 2009-09-15 | 2010-05-19 | 兖州煤业股份有限公司 | Stepping self-moving type cantilever timbering on integrated drilling working surface |
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2009
- 2009-09-15 CN CN 200910018401 patent/CN102022130B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
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GB1415188A (en) * | 1971-12-10 | 1975-11-26 | Alacchi G | Advanceable roof-supporting device for mining galleries |
US3872678A (en) * | 1972-07-14 | 1975-03-25 | Peter Shuttleworth | Mine roof supports |
CN2154912Y (en) * | 1993-06-10 | 1994-02-02 | 沈阳矿务局 | Sectional mobile prop |
CN200985799Y (en) * | 2006-10-30 | 2007-12-05 | 沈阳天安矿山机械科技有限公司 | Alley way advanced support bracket |
CN201474715U (en) * | 2009-09-15 | 2010-05-19 | 兖州煤业股份有限公司 | Stepping self-moving type cantilever timbering on integrated drilling working surface |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104279000A (en) * | 2014-09-18 | 2015-01-14 | 中国煤炭科工集团太原研究院有限公司 | Automatic bolt mesh laying and connection excavation temporary support device |
CN105697045A (en) * | 2016-03-07 | 2016-06-22 | 山东科技大学 | Supporting type temporary supporting method with telescopic top beams for tunneling face |
CN105697041A (en) * | 2016-03-07 | 2016-06-22 | 山东科技大学 | Temporary supporting bracket with telescopic top beams and connecting rods and supporting method |
CN105697041B (en) * | 2016-03-07 | 2018-10-02 | 山东科技大学 | Telescopic top beam link-type temporary shoring bracket and method for protecting support |
CN106437116A (en) * | 2016-12-08 | 2017-02-22 | 淮南矿业(集团)有限责任公司 | Mining self-moving liftable scaffold |
CN106437116B (en) * | 2016-12-08 | 2019-06-18 | 淮南矿业(集团)有限责任公司 | Mining self-shifting Lifting scaffold |
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