Powered roof support for steep seams

FIELD: mining.

SUBSTANCE: powered roof comprises basic and linear sections. Note here that manipulator with grippers is mounted at basic section base to displace said linear section after face advance and for installation and dismantling works. Besides, basic section goaf guard is composed of sliding pneumatic blade with the set of air cushions makes a thrust element that cuts off rock structures hung above the stull. Linear section incorporates air post as a thrust composed by a polymer film sleeve reinforced by polymer rings to rest on hardware compartment capsule. Linear section beam is coated with resilient polymer ply to facilitate the contact between lining and roof block structures.

EFFECT: higher stability, ease of installation and dismantling.

3 dwg

The invention relates to the coal industry, in particular to the field of mechanical fasteners treatment workings mining the coal from the powerful and the average power of steep seams, in the conditions of the movable block of the roof, with dynamic manifestations of rock pressure.

On steep fall in the terms of the bypass rocks from the upper exhaust earlier horizon and podsushivanija roof seam ¾ part of the lava presumably should not be high loads on the lining. Naturally, scientists VNIMI recommended to reduce the carrying capacity supports up to 30 tons per partition. However, when testing supports AK-3 and PDA was observed frequent blow-UPS legs that allowed scientists Kuznia to draw conclusions about the increase in the carrying capacity supports up to 60 tons per partition [6, 7]. A feature of the collapse of a roof is a large mobility of the blocks and the formation of arched structures in the developed space with transfer of weight collapsed rocks on the support, which led to surges and bulging legs. In our opinion, should not increase the resistance of the lining, and adaptability lining to the dynamic manifestations of rock pressure due to the "circumcision" console hung behind the shield rocks, facilitate lining by improving the design and application of polymers, as well as replacement props pneumatic elements of the thrust.

Current is the efficiency of the invention:

"...creating an effective means of mechanization of coal mining of steep seams is a complex scientific and engineering problem, not only in Russia but also abroad.

Up to this time there is no effective techniques and safe technologies for development of steep seams. Therefore, in many coal-producing countries, such layers are not practiced and preserved. The problem of creating complex mechanization facilities for testing abrupt layers remains relevant for Kuzbass" (from documents of the Department of coal industry and energy of Kuzbass, 2008). - 21st century - a CENTURY of COAL ENERGENIC, said on 14 February 2011 on TV academician of engineering RAS Leontiev A.I. Recent scientific studies show that deposits of coal has a significant amount of gold and other valuable metals industry. That's why we are techies hard invent means of mechanization in terms of the destroyed industry, mine closure and lack of Ministry of coal industry. We believe that the destroyers will replace the rulers are the creators.

Powerful steep layers traditionally practiced sublevel drifts - 7.68 per cent, bisectioning elastic panels and breakout hard shields 50-60% of production.

For excavation powerful and average power of steep seams in conditions where it is impossible when is the change of systems development with collapse, - standing pillars - 53%, under built-up surface and in areas under fire applied system development with the mined-out space of the inclined layers [1, 2]. Load for slaughter on a powerful steep layers does not exceed 9-11 tons per month, the worker productivity of about 10 tons per shift (mining area), lost in the depths constitute 40-45% [3].

The reason for the low efficiency of the systems is the lack of mechanization of the basic technological processes.

One of the areas of mechanization of technological processes of extraction steep thick layers is the creation of a mechanized roof supports on the basis of the experience of creating mechanized roof supports for steep seams of medium thickness.

Features of the development of thick layers posts along with roof caving following. The volume of extracted coal fold increases. Hence, poducavanje main roof decreases, which leads to the big hang-up roof, rapid dynamic manifestations of rock pressure and increased loads on the lining...

Increasing the height of the lining and the metal leads to an increase in overturning moment and the tendency of the lining to the slide.

Famous shield support for abrupt layers [4], which includes a base having become separated at base sections, each of which consists of a front is the first and the dam wall with pneumostome thrust and shank, connecting the front and the dam wall on the soil layer, and the linear sections, each of which consists of a roof bar, Shoe, spreading out in the form of a number of pneumococ, the protective element in the form of capsules hardware compartment, element of adjustement in the form of pneumomechanical with lock, flat frame with roller bearings on the shock absorbers, having the ability to move inside the shank of the base section, wherein the element of thrust consists of multi air bags are inserted into the concave cavity of the roof bar and the role of flexible sharnika, and located underneath the system chamber pneumatosis separated by thin hard drives on the tiers, the carrying capacity of which increases in the direction from the roof bar to the base of the shield.

The lining is sustainable, well adapted to the dynamic manifestations of rock pressure, however, the presence of the hard roof bar does not improve the contact supports with block roof and does not reduce hang consoles and block structures over the lining.

Has similar properties lining [5], which includes the base and the linear section. Distinctive features of the lining are:

1. Mobile bearing consists of two lightweight disks planted through the bearings on the axle, between which the top is clamping bar with coil springs front is based on their efforts on the same bearing axis through the bearing, under her.

2. Between the capsule and the support plate of the linear section is a sliding hood with hydraulic spin device inside the shock-absorbing cushion that serves as both the element of adjustement linear section.

3. On the dam wall of the organ installed some light props thrust that promotes the "circumcision" hanging rocks on the border of the bottom space of lava.

Advantages of one or the other constructions can be detected only during operation. And disadvantages of same - hard roof bar, very bulky base section with sliding arms and use props that weight shoring and affects its stability. This supports an attempt is made to resolve the hang of rocks above the support by punching organ of a number of props. This idea is useful, and the invention [5] is the most acceptable as a prototype.

The PURPOSE of the INVENTION is the creation of sustainable and efficient mechanized roof supports, the most adapted for the development of steep seams up to 6 m long poles along strike with block caving roof.

This objective is achieved in that dammed the fence of the base section is made in the form of a sliding pneumatic knife is most effective for " cutting" the console is and block structures suspended above the support; serves on the roof bar of the linear section to lay a thick layer of flexible polyurethane or synthetic rubber, which should improve the lining contact with the stepped block structure of the roof; the use of thin solid film with ribs in the form of polymer hoops as pneumatic rack of carbon fiber, ensures powerful formations razdvinet lining and greatly facilitate the support in General. As a mechanism for advancing roof supports are encouraged to use the manipulator with gripper, which is placed on the base section. After removal of strip coal and unloading of the linear section of the manipulator transfers the linear section to the bottom and installs in perpendicular position to the ground layer and with the necessary offset for the uprising. After spreading out the linear section of the arm tightens unloaded the base section. The manipulator is used for assembling and dismantling the lava. Most elements of the lining should be made of polymers, and power hydraulic elements replaced by pneumatic. This provision facilitate lining and increase its stability.

Excavation of coal is carried out by the apparatus of physical destruction. Control electronics shielded from the effects of vibro-impact coverage capsules is a layer of porous rubber or polymer.

The invention is illustrated by drawings.

Figure 1 shows a vertical section of the shields, figure 2 - view of the dam fence with a slit in figure 3 - view of the shield from the top slit.

The support consists of basic and linear sections, and mechanism for shifting. The support includes:

the elastic polymer layer 1 covering the roof bar 2;

pneumatic rack thrust, the body of which is of a durable polymer film 3 with ribs in the form of polymer hoops 4;

capsule hardware compartment 5 with an opening window 6 required for excavation of the body physical destruction of coal 7 and for repair;

the Shoe 8, which represents the thick bottom of the capsule 5;

the ground level of the reservoir is conventionally shown by line 9;

pneumatic sliding the knife 10 with a number of pneumatosis 11 placed inside it;

the arm 12 with the hooks 13 mounted on the base section 14.

The proposed shield support has the following distinctive features.

First, the dam fence base sections are in the form of a pneumatic sliding knife with a number of pneumatosis as part of the expansion.

Secondly, the linear section has as part of spreading pneumostome, representing a sleeve of a polymeric film, reinforced polymer chain, which is based n the capsule hardware compartment, when the roof bar of the linear section is covered with an elastic polymer layer.

Third, the shifting mechanism is a pointing device with grippers, mounted on the base section, which transfers the linear section followed by podvigina slaughter and then tightens the underlying.

Progress

Excavation cycle begins with the destruction of the coal by physical methods type of laser, ultrasound or jets of high pressure water. Control equipment excavation organ is located in the capsule 5. Shipping coal on the face of the steep fall by gravity. It is likely that the strip destroyed coal will not exceed 15-20 cm excavation cycle is short, which will not allow to have a high load support, but will require a high speed podvigina slaughter.

When shifting lining unloaded PNEVMATIKA 3, the linear section of the arm 12 is moved to the bottom and held apart. Then the manipulator based grippers 13 respertory linear section, tightens the base section, with pneumatic knife is unloaded.

Correction supports the uprising of the reservoir and the mounting angle of the linear section is easily accomplished manipulator. All installation and dismantling in the lava are made using the same handle.

Technical and economic benefits of implementing the present invention, Acevi is: due to the lack of a workable supports a huge coal reserves in the steep layers are preserved. The time will come when ember will save humanity.

Sources of information

1. Improvement development of coal seams Prokopyevsk-kisilevsky field of Kuzbass. The conference proceedings. Prokopyevsk, 1972.

2. Chorin NR. The development of technology for underground coal mining, potash and manganese ores. M.: Nedra, 1985, p.148-167).

3. Orlov A.A. and other Fastening and management of roof in mechanised faces. - M.: Nedra, 1993, s-279.

4. Patent RU 2447288C1. E21D 23/00, bull. No. 10, 2012.

5. Patent RU 2461714C1. E21D 23/00, bull. No. 26, 2012.

6. K.A. Ardashev, A.A. Perfilov (VNIMI), A. M. Dolinsky (Giprouglemash). The results of the test unit AK. M., "Mining machines and automation, 3, 1972.

7. K.A. Ardashev, V.M. Chic, A.A. Perfilov. The study of interaction with wall rocks and manageability unit AK on steep seam. Leningrad, proceedings of the research Institute. collection of 85, 1972.

Shield support for abrupt layers, including a base and a linear section, wherein the base section has a manipulator with gripper that is used to transfer the linear section followed by podvigina slaughter, and to perform mounting and dismantling, with the dam fence base sections are in the form of a sliding pneumatic knife with a number of pneumatosis as part of spreading that cuts hovering above the support block the basic structure of the rocks, linear section has as part of spreading pneumostome, representing a sleeve of a polymeric film, reinforced polymer chain, which is based on the capsule hardware compartment, the roof bar of the linear section is covered with an elastic polymer layer to improve contact between lining with block structures of the roof.