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CN104405439A - Mine feeding buffer installation method - Google Patents

Mine feeding buffer installation method Download PDF

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Publication number
CN104405439A
CN104405439A CN201410558087.4A CN201410558087A CN104405439A CN 104405439 A CN104405439 A CN 104405439A CN 201410558087 A CN201410558087 A CN 201410558087A CN 104405439 A CN104405439 A CN 104405439A
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China
Prior art keywords
installation
buffer
chain block
girder steel
steel beam
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CN201410558087.4A
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CN104405439B (en
Inventor
张吉雄
巨峰
殷伟
毛仲敏
高瑞
方坤
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China University of Mining and Technology CUMT
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China University of Mining and Technology CUMT
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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21FSAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F15/00Methods or devices for placing filling-up materials in underground workings

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The invention relates to a mine feeding buffer installation method. The mine feeding buffer installation method comprises the steps of firstly installing a lifting steel beam at an upper mouth of a storage bin, lifting and fixing the two ends of the lifting steel beam by adopting anchor rods and trays, and reinforcing and fixing the lifting steel beam by using two groups of anchor cables at the middle position of the lifting steel beam; installing a moving pulley and a chain block on the well fixed lifting steel beam; pouring a circular truncated cone at a position slightly lower than the upper mouth of the storage bin, and reserving dual shock absorbing arch-shaped beam frame beam sumps in the circular truncated cone; lowering the moving pulley and the chain block to install dual shock absorbing arch-shaped beams in the reserved frame beam sumps in the circular truncated cone, driving ground anchors into the two ends of the dual shock absorbing arch-shaped beam and pouring cement to seal and fix the ground anchors; overlapping cover plates onto the dual shock absorbing arch-shaped beams and reserving an installation position of a buffer at the middle position; lowering the moving pulling and the chain block to install the buffer at the reserved position; withdrawing the cover plates, the moving pulley and the chain block to complete the installation of the buffer. The method is simple and the orderly, high-efficiency and safe installation of the mine feeding buffer is realized.

Description

一种矿山投料缓冲器安装方法A kind of mine feeding buffer installation method

技术领域technical field

本发明涉及一种矿山投料缓冲器安装方法,尤其适用于在固体充填采煤背景下,对固体物料从地面投放至井下起主要缓冲作用的投料缓冲器的安装。The invention relates to a mine feeding buffer installation method, which is especially suitable for the installation of the feeding buffer which mainly buffers solid materials from the ground to the underground under the background of solid filling coal mining.

背景技术Background technique

在固体充填采煤技术中,矸石、粉煤灰、黄土及风积沙等固体充填物料通过地面运输系统、固体充填物料垂直投放系统运输至井下,而后通过井下物料运输系统运至工作面后部多孔底卸式输送机并卸至工作面后部采空区,从而实现工作面的充填。在固体充填采煤技术中,固体充填物料通过置换的方法采出工作面煤炭,而后作为主要支撑体承载上覆岩层的主要载荷,从而限制上覆岩层的移动;将工作面顶板岩层移动从传统的垮落带、裂隙带、弯曲下沉带变为只有裂隙带和弯曲下沉带,在一定范围内实现了水体下的安全采煤,上覆岩层的变形得到有效控制。其中,实现固体充填物料从地面至井下的安全投放是固体充填采煤一关键技术,现生产实践中,一般采用投料缓冲器实现对物料的缓冲,减小因物料投放造成的冲击。因此,如何安全高效完成对矿山投料缓冲器的安装,以实现对物料的缓冲,是固体充填采煤一关键技术环节。In solid filling coal mining technology, solid filling materials such as gangue, fly ash, loess and aeolian sand are transported to the underground through the ground transportation system and the vertical delivery system for solid filling materials, and then transported to the back of the working face through the underground material transportation system The perforated bottom unloading conveyor is used to unload to the goaf at the back of the working face, so as to realize the filling of the working face. In the solid filling coal mining technology, the coal of the working face is mined by the solid filling material through the replacement method, and then used as the main support to bear the main load of the overlying strata, thereby restricting the movement of the overlying strata; moving the roof strata of the working face from the traditional The collapsed zone, fissure zone, and curved subsidence zone in the coal mine became only the fissure zone and the curved subsidence zone, and safe coal mining under the water body was realized within a certain range, and the deformation of the overlying strata was effectively controlled. Among them, the safe delivery of solid filling materials from the ground to the underground is a key technology for solid filling coal mining. In current production practice, feeding buffers are generally used to buffer materials and reduce the impact caused by material delivery. Therefore, how to safely and efficiently complete the installation of mine feeding buffers to achieve material buffering is a key technical link in solid filling coal mining.

发明内容Contents of the invention

技术问题:本发明的目的是克服已有技术中的不足之处,提供一种方法简单、能降低冲击力、安全稳定的矿山投料缓冲器的安装方法。Technical problem: The purpose of this invention is to overcome the deficiencies in the prior art, and provide a simple method, which can reduce the impact force, safe and stable installation method of mine feeding buffer.

技术方案:本发明的矿山投料缓冲器安装方法,包括以下安装步骤:Technical solution: The mine feeding buffer installation method of the present invention includes the following installation steps:

a.首先在储料仓上口安装起吊钢梁,采用锚杆加托盘的方式对起吊钢梁两端进行托起固定,并对起吊钢梁两端进行喷浆封闭,在起吊钢梁中间位置处用两组锚索对吊钢梁加固固定;a. First, install the lifting steel beam on the upper opening of the storage bin, use anchor rods and pallets to lift and fix both ends of the lifting steel beam, and spray grout to seal the two ends of the lifting steel beam, in the middle of the lifting steel beam Two sets of anchor cables are used to reinforce and fix the hanging steel beam;

b.在固定好的起吊钢梁上安装动滑轮和手拉葫芦;b. Install movable pulley and chain hoist on the fixed lifting steel beam;

c.在储料仓上口偏下一点位置浇筑圆台,并在圆台上预留双减震拱形梁框架梁窝;c. Pouring a round platform at a position slightly lower than the upper mouth of the storage bin, and reserving double shock-absorbing arched beam frame beam sockets on the round platform;

d.通过动滑轮和手拉葫芦下放安装双减震拱形梁于圆台预留框架梁窝处,在双减震拱形梁两端打地锚,并浇筑水泥对其进行封闭固定;d. Install the double shock-absorbing arched beam at the reserved frame beam socket of the round platform by lowering the movable pulley and the chain hoist, place ground anchors at both ends of the double shock-absorbing arched beam, and pour cement to seal and fix it;

e.在双减震拱形梁上搭接盖板,在中部预留缓冲器的安装位置;e. Lap the cover plate on the double shock-absorbing arched beam, and reserve the installation position of the buffer in the middle;

f.通过动滑轮和手拉葫芦下放安装缓冲器于预留位置;f. Lower and install the buffer at the reserved position through the moving pulley and chain hoist;

g.撤回盖板、动滑轮和手拉葫芦,完成缓冲器的安装。g. Withdraw the cover plate, movable pulley and hand chain hoist to complete the installation of the buffer.

所述的起吊钢梁两端进入梁窝的长度不得小于0.5m;所述的起吊钢梁为20#工字钢;所述的浇筑圆台距起吊钢梁的距离为2.5~3.0m;所述浇筑圆台的宽度为1~1.5m。The length of the two ends of the lifting steel beam entering the beam nest shall not be less than 0.5m; the lifting steel beam is 20# I-beam; the distance between the casting round platform and the lifting steel beam is 2.5-3.0m; the The width of the pouring round table is 1-1.5m.

有益效果:由于采用了上述技术方案,本发明可实现对缓冲器的有序、高效、安全的安装,保证对矿山物料的安全缓冲,以减小物料对储料仓仓壁的破坏,保障固体充填采煤各环节安全有序的进行。该缓冲器安装方法简便、易操作,各设备安装先后有序,安全、高效,可实现缓冲器的快速安装,对类似投料缓冲器的安装具有普遍适用性。Beneficial effects: due to the adoption of the above technical scheme, the present invention can realize the orderly, efficient and safe installation of the buffer, ensure the safe buffering of mine materials, reduce the damage of materials to the storage bin wall, and ensure the solid All aspects of filling coal mining are carried out in a safe and orderly manner. The installation method of the buffer is simple and easy to operate, the installation of each equipment is orderly, safe and efficient, and the quick installation of the buffer can be realized, and it has universal applicability to the installation of similar feeding buffers.

附图说明Description of drawings

图1为本发明的缓冲器安装设备布置剖面图;Fig. 1 is a sectional view of the arrangement of the buffer installation equipment of the present invention;

图2为本发明的缓冲器安装设备布置平面图。Fig. 2 is a layout plan view of the buffer installation device of the present invention.

图中:1-储料仓;2-起吊钢梁;3-锚杆;4-托盘;5-锚索;6-动滑轮;7-手拉葫芦;8-圆台;9-双减震拱形梁;10-缓冲器。In the figure: 1-storage bin; 2-lifting steel beam; 3-anchor rod; 4-tray; 5-anchor cable; 6-moving pulley; 7-chain hoist; beam; 10 - buffer.

具体实施方式Detailed ways

下面结合附图对本发明的一个实施例作进一步的描述:An embodiment of the present invention will be further described below in conjunction with accompanying drawing:

本发明的矿山投料缓冲器安装方法,具体步骤以下:Mine feeding buffer installation method of the present invention, concrete steps are as follows:

a.首先在储料仓1上口安装起吊钢梁2,采用锚杆3加托盘4的方式对起吊钢梁2两端进行托起固定,起吊钢梁2两端进入梁窝的长度不得小于0.5m。对起吊钢梁2两端进行喷浆封闭,在起吊钢梁2中间位置处用两组锚索5对吊钢梁2加固固定;所述的起吊钢梁2采用20#工字钢。a. First install the lifting steel beam 2 on the upper opening of the storage bin 1, and use the method of anchor rod 3 and pallet 4 to support and fix the two ends of the lifting steel beam 2. The length of the two ends of the lifting steel beam 2 entering the beam nest must not be less than 0.5m. The two ends of the lifting steel beam 2 are sprayed and sealed, and two groups of anchor cables 5 are used to reinforce and fix the lifting steel beam 2 at the middle position of the lifting steel beam 2; the lifting steel beam 2 adopts 20# I-beam.

b.在固定好的起吊钢梁2上安装动滑轮6和手拉葫芦7;b. Install movable pulley 6 and chain hoist 7 on the fixed lifting steel beam 2;

c.在储料仓1上口偏下一点位置浇筑圆台8,浇筑圆台8的宽度为1~1.5m。在圆台8上预留双减震拱形梁9框架梁窝;所述的浇筑圆台8距起吊钢梁2的距离为2.5~3.0m。c. Concrete a circular platform 8 at a position slightly lower than the upper opening of the storage bin 1, and the width of the poured circular platform 8 is 1-1.5m. A double shock-absorbing arched beam 9 frame beam nest is reserved on the round platform 8; the distance between the casting round platform 8 and the lifting steel beam 2 is 2.5-3.0m.

d.通过动滑轮6和手拉葫芦7下放安装双减震拱形梁9于圆台8预留框架梁窝处,在双减震拱形梁9两端打地锚,并浇筑水泥对其进行封闭固定;d. Lower and install the double shock-absorbing arched beam 9 at the reserved frame beam socket of the round table 8 through the movable pulley 6 and the chain hoist 7, place ground anchors at both ends of the double-shock-absorbing arched beam 9, and pour cement to seal it fixed;

e.在双减震拱形梁9上搭接盖板,在中部预留缓冲器10的安装位置;e. Lap the cover plate on the double shock-absorbing arched beam 9, and reserve the installation position of the buffer 10 in the middle;

f.通过动滑轮6和手拉葫芦7下放安装缓冲器10于预留位置;f. Lower and install the buffer 10 at the reserved position through the movable pulley 6 and the chain block 7;

g.撤回盖板、动滑轮6和手拉葫芦7,完成缓冲器10的安装。g. Withdraw the cover plate, movable pulley 6 and chain block 7 to complete the installation of the buffer 10 .

实施例1、以某矿山投料缓冲器安装方法为例,具体安装步骤如下:Embodiment 1, taking the installation method of a mine feeding buffer as an example, the specific installation steps are as follows:

步骤(1):首先在储料仓1上口安装20#工字钢起吊钢梁2,并保证起吊钢梁2进入两端梁窝的长度不小于0.5m,采用锚杆3加托盘4的方式对起吊钢梁2两端进行托起固定,并对起吊钢梁2两端进行喷浆封闭,在起吊钢梁2中间处,同样用两组锚索5对其加固固定;Step (1): First, install 20# I-steel lifting steel beam 2 on the upper opening of storage bin 1, and ensure that the length of lifting steel beam 2 entering the beam nest at both ends is not less than 0.5m, using anchor rod 3 plus pallet 4 The two ends of the lifting steel beam 2 are lifted and fixed, and the two ends of the lifting steel beam 2 are sprayed and closed. In the middle of the lifting steel beam 2, two sets of anchor cables 5 are also used to reinforce and fix it;

步骤(2):在起吊钢梁2上安装矿用动滑轮6和手拉葫芦7,其链条采用800Mpa高强度起重链条;Step (2): Install the mining movable pulley 6 and the chain block 7 on the lifting steel beam 2, and its chain adopts a high-strength lifting chain of 800Mpa;

步骤(3):在距离起吊钢梁2下部约2.5m的位置浇筑1m宽的圆台8,在圆台8上预留双减震拱形梁9框架梁窝;Step (3): pouring a 1m wide round platform 8 at a position about 2.5m away from the lower part of the hoisting steel beam 2, and reserving double shock-absorbing arched beams 9 frame beam sockets on the round platform 8;

步骤(4):通过动滑轮6和手拉葫芦7下放安装双减震拱形梁9,在双减震拱形梁9两端打地锚,并浇筑对其进行封闭固定;Step (4): lowering and installing the double shock-absorbing arched beam 9 through the movable pulley 6 and the chain hoist 7, anchoring ground anchors at both ends of the double shock-absorbing arched beam 9, and pouring to seal and fix it;

步骤(5):在双减震拱形梁9上搭接盖板,并空出弹性缓冲器10的位置;Step (5): Lap the cover plate on the double shock-absorbing arched beam 9, and leave the position of the elastic buffer 10;

步骤(6):同样,通过动滑轮6和手拉葫芦7下放弹性缓冲器10;Step (6): Similarly, lower the elastic buffer 10 through the movable pulley 6 and the chain block 7;

步骤(7):撤回盖板、动滑轮6和手拉葫芦7,完成投料缓冲器的安装。Step (7): withdraw the cover plate, movable pulley 6 and chain block 7, and complete the installation of the feeding buffer.

Claims (5)

1. mine feeds intake a snubber mounting method, it is characterized in that: comprise the following steps:
A. first storage bin (1) installation lifting girder steel (2) suitable for reading, the mode adopting anchor pole (3) to add pallet (4) is carried out picking-up to lifting girder steel (2) two ends and is fixed, and it is closed to carry out whitewashing to lifting girder steel (2) two ends, reinforce fixing with two groups of anchor cables (5) to hanging girder steel (2) in lifting girder steel (2) middle position;
B. on the lifting girder steel (2) fixed, movable pulley (6) and Chain block (7) are installed;
C. round platform (8) is built in storage bin (1) position more on the lower side suitable for reading, and at upper reserved double damping arched girder (9) the framework hitch of round platform (8);
D. transferred by movable pulley (6) and Chain block (7) and double damping arched girder (9) is installed in the reserved framework hitch place of round platform (8), make earth anchor at double damping arched girder (9) two ends, and joints cement carries out to it closed fixing;
E. on double damping arched girder (9), cover plate is overlapped, in the installation site of middle part reserved buffer (10);
F. transferred by movable pulley (6) and Chain block (7) and snubber (10) is installed in reserved location;
G. recall cover plate, movable pulley (6) and Chain block (7), complete the installation of snubber (10).
2. a kind of mine according to claim 1 feeds intake snubber mounting method, it is characterized in that: the length that described lifting girder steel (2) two ends enter hitch must not be less than 0.5m.
3. a kind of mine according to claim 1 feeds intake snubber mounting method, it is characterized in that: described lifting girder steel (2) is 20# i iron.
4. a kind of mine according to claim 1 feeds intake snubber mounting method, it is characterized in that: described to build round platform (8) apart from the distance of lifting girder steel (2) be 2.5 ~ 3.0m.
5. a kind of mine according to claim 1 feeds intake snubber mounting method, it is characterized in that: described in build round platform (8) width be 1 ~ 1.5m.
CN201410558087.4A 2014-10-20 2014-10-20 A kind of mine buffer installation method that feeds intake Expired - Fee Related CN104405439B (en)

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CN104405439B CN104405439B (en) 2016-05-04

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111119993A (en) * 2020-03-10 2020-05-08 招金矿业股份有限公司大尹格庄金矿 A kind of water stop device and method for deep mining drilling

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US4726712A (en) * 1984-04-11 1988-02-23 Bergwerksverband Gmbh Method of pipeline filling the interstices of controlled caving areas
CN201318193Y (en) * 2008-12-04 2009-09-30 王宏奇 buffer
CN101566072A (en) * 2009-05-22 2009-10-28 中国矿业大学 Large vertical depth solid feeding system and large vertical depth solid feeding process for filling extracted coal
CN202326870U (en) * 2011-11-23 2012-07-11 山西阳泉盂县东坪煤业有限公司 Buffering device
CN202346373U (en) * 2011-12-15 2012-07-25 山西阳泉盂县东坪煤业有限公司 Comprehensive mechanized solid filling coal mining vertical charging and conveying system
CN102889097A (en) * 2012-09-20 2013-01-23 河北煤炭科学研究院 System for feeding coal mine solid filling material
CN103603680A (en) * 2013-11-14 2014-02-26 山西潞安环保能源开发股份有限公司 One-well two-bin type quick conveying method for deep tunnel guniting and concreting materials
CN103935778A (en) * 2014-04-21 2014-07-23 中国矿业大学 Mechanical rocker arm type perpendicular feeding buffer device

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4726712A (en) * 1984-04-11 1988-02-23 Bergwerksverband Gmbh Method of pipeline filling the interstices of controlled caving areas
CN201318193Y (en) * 2008-12-04 2009-09-30 王宏奇 buffer
CN101566072A (en) * 2009-05-22 2009-10-28 中国矿业大学 Large vertical depth solid feeding system and large vertical depth solid feeding process for filling extracted coal
CN202326870U (en) * 2011-11-23 2012-07-11 山西阳泉盂县东坪煤业有限公司 Buffering device
CN202346373U (en) * 2011-12-15 2012-07-25 山西阳泉盂县东坪煤业有限公司 Comprehensive mechanized solid filling coal mining vertical charging and conveying system
CN102889097A (en) * 2012-09-20 2013-01-23 河北煤炭科学研究院 System for feeding coal mine solid filling material
CN103603680A (en) * 2013-11-14 2014-02-26 山西潞安环保能源开发股份有限公司 One-well two-bin type quick conveying method for deep tunnel guniting and concreting materials
CN103935778A (en) * 2014-04-21 2014-07-23 中国矿业大学 Mechanical rocker arm type perpendicular feeding buffer device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111119993A (en) * 2020-03-10 2020-05-08 招金矿业股份有限公司大尹格庄金矿 A kind of water stop device and method for deep mining drilling

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