[go: up one dir, main page]

WO2010066180A1 - Filling and supporting hudraulic support with tamping mechanism - Google Patents

Filling and supporting hudraulic support with tamping mechanism Download PDF

Info

Publication number
WO2010066180A1
WO2010066180A1 PCT/CN2009/075324 CN2009075324W WO2010066180A1 WO 2010066180 A1 WO2010066180 A1 WO 2010066180A1 CN 2009075324 W CN2009075324 W CN 2009075324W WO 2010066180 A1 WO2010066180 A1 WO 2010066180A1
Authority
WO
WIPO (PCT)
Prior art keywords
jack
base
tail
link
tamping mechanism
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Ceased
Application number
PCT/CN2009/075324
Other languages
French (fr)
Chinese (zh)
Inventor
魏连河
梁勇
邵天旗
陈素芳
郑永强
王利锋
张冬梅
夏亮
韩山岭
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Caterpillar Zhengzhou Ltd
Original Assignee
Zhengzhou Siwei Mechanical and Electrical Manufacturing Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Zhengzhou Siwei Mechanical and Electrical Manufacturing Co Ltd filed Critical Zhengzhou Siwei Mechanical and Electrical Manufacturing Co Ltd
Publication of WO2010066180A1 publication Critical patent/WO2010066180A1/en
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D23/00Mine roof supports for step- by- step movement, e.g. in combination with provisions for shifting of conveyors, mining machines, or guides therefor
    • E21D23/04Structural features of the supporting construction, e.g. linking members between adjacent frames or sets of props; Means for counteracting lateral sliding on inclined floor
    • E21D23/0481Supports specially adapted for use in combination with the placing of filling-up materials

Definitions

  • the utility model relates to a supporting device used for coal mining face under coal mine, in particular to a hydraulic support for filling and supporting work in a goaf of a coal mining face.
  • the purpose of the utility model is to provide a filling support hydraulic support capable of performing a filling operation while performing a support operation in a goaf of a coal mining face.
  • the filling support hydraulic support with the tamping mechanism comprises a top beam, a base, a column and a four-bar linkage mechanism, and the upper end and the lower end of the vertical column and the four-bar linkage mechanism respectively and the top
  • the beam is connected to the base, and a tamping mechanism is arranged at the rear end of the base, and the front end of the tamping mechanism is connected with the rear end of the base.
  • a shackle is further disposed between the tamping mechanism and the base, and the front end of the shackle is connected with the rear end of the base, and the tamping mechanism includes a pendulum beam, a pendulum beam jack, a truss girder and a truss jack, and the swaying beam
  • the front end is hinged to the shackle, and the sill beam is set in the inner cavity of the pendulum beam from the rear end of the pendulum beam; the front and rear ends of the pendulum beam jack are respectively connected with the pendulum beam and the shackle;
  • the ends are respectively connected to the pendulum beam and the truss beam; at the rear end of the top beam, a moving conveying device is further arranged.
  • the moving conveying device comprises a tail beam and a tail beam jack, the front ends of the tail beam and the tail beam jack are respectively connected with the top beam, the rear end of the tail beam jack is connected with the tail beam; and the back plate is arranged at the rear part of the tail beam And the pallet jack, the pallet is connected with the tail beam by a sliding slot provided on the tail beam, and the front and rear ends of the pallet jack are respectively connected with the tail beam and the pallet.
  • the column is two in front and rear, respectively symmetrically located on both sides of the base and the top beam, and the four-bar linkage mechanism is located between the front and rear columns;
  • the four-bar linkage mechanism includes an upper link, a front link and a rear link
  • the upper end of the upper connecting rod is connected with the top beam, the lower part of the upper connecting rod is respectively connected with the top ends of the front connecting rod and the rear connecting rod, and the lower ends of the front connecting rod and the rear connecting rod are respectively hinged with the base.
  • the upper link is a box structure with an upper split, and the upper ends of the upper link are respectively hinged on the top beam; the front link and the rear link are respectively independent box structures, and the upper ends of the front and rear links are respectively respectively The lower portion of the connecting rod is hinged, and the lower ends of the front and rear links are respectively hinged to the base.
  • a guard and a guard jack are also arranged, and the rear end of the guard is hinged with the front end of the top beam, and the front and rear ends of the guard jack are respectively hinged with the guard and the top beam.
  • a push frame and a shifting jack are further disposed on the base, and a front end of the push frame is provided with a connecting ear, and a rear end of the push frame is connected to the base through a shifting jack.
  • the top beam, the tail beam, the pendulum beam and the truss beam are respectively a box structure; and a column socket is respectively arranged at a joint between the top beam and the base and the column.
  • the utility model is provided with a supporting device such as a base, a column, a top beam and a four-bar linkage mechanism, and a tail beam and a pallet are also arranged at the rear end of the top beam.
  • the rear end of the base is provided with a shackle, a pendulum beam and a truss beam. While the bracket supports the goaf, the pallet can be filled by a suspended conveyor to transport the filling and change the filling position of the conveyor by sliding the pallet on the tail boom.
  • the truss beam placed in the pendulum beam can be used to tamper the filler that has been filled in the goaf.
  • the shackle can be used to cover the filler falling on the bracket, and the upper link can be passed through the upper Y-shaped split structure.
  • Figure 1 is a schematic view showing the overall structure of a filled support hydraulic support
  • Figure 2 is a plan view of the rear base of the top beam, the column and the link mechanism removed in Figure 1;
  • Figure 3 is a bottom view of the tail beam
  • Figure 4 is a front view of the pallet
  • Figure 5 is a plan view of the shackle
  • Figure 6 is an assembly view of the pendulum beam and the truss beam
  • Figure 7 is a bottom view of the upper link
  • Figure 8 is a front view of the front link
  • Figure 9 is a front view of the rear link. detailed description
  • the filling support hydraulic support comprises a top beam 3, a base 16, a column 19 and a four-bar linkage mechanism, and the top beam 3 adopts an integral high-strength box welded structure and is provided with a side guard plate, and the upper end of the column 19 and the four-bar linkage mechanism And the lower end are respectively hinged with the top beam 3 and the base 16, and at the rear end of the top beam 3, a tail beam 4 and a tail beam jack 5 are further disposed, and the tail beam 4 adopts a high-strength box welded structure with a sliding groove, and the tail end
  • the front end of the beam 4 and the tail beam jack 5 is hinged to the top beam 3, and the rear end of the tail beam jack 5 is hinged to the tail beam 4, and the tail beam 4 functions to support the rear of the hydraulic support under the action of the tail beam jack 5.
  • a pallet 6 and a pallet jack 7 are provided at the rear of the tail boom 4, and the pallet 6 functions to hang the filling conveyor.
  • the pallet 6 adopts a ribbed welded structure, and the pallet 6 is movably connected to the tail beam 4 through a sliding slot provided on the bottom surface of the tail beam 4, and the front end of the pallet jack 7 is connected with the tail beam 4, and the pallet jack 7 is connected.
  • the rear end is connected with the pallet 6, and when the filling operation is completed, the pallet 6 can be slid in the sliding groove of the tail beam 4 to the new working point under the action of the pallet jack 7, each pallet
  • the movement of 6 is controlled manually by a control switch.
  • a retaining device and a tamping mechanism are also disposed at the rear end of the base 16, and the tamping mechanism is coupled to the retaining device.
  • the retaining device is a retaining seat 11
  • the retaining seat 11 adopts a high-strength box welded structure, and stands directly on the bottom plate of the base 16 at the front end of the retaining seat 11 and the rear end of the base 16
  • Two hinge points are provided at the joint to limit the swing of the dam seat 11 in the left-right direction.
  • the shackle 11 has two functions, one for blocking the filler falling from the filling conveyor, such as vermiculite; the other is for connecting the tamping mechanism.
  • the tamping mechanism includes a pendulum beam 12, a pendulum beam jack 13, a truss beam 14 and a truss girder 15, and the pendulum beam 12 and the truss beam 14 are respectively welded with a high-strength box body.
  • the two sets of the pendulum beams 12 which are arranged in parallel are respectively formed by connecting the reinforcing ribs perpendicular to the two boxes, and are respectively disposed on the two parallel boxes of the pendulum beam 12 Swing beam jack 13.
  • the two sills 14 are arranged in parallel and are respectively connected by a slab perpendicular to the two casings at the rear end.
  • the two front ends of the truss 14 are respectively set from the rear end of the swaying beam 12
  • the inner cavity of the two parallel boxes of the pendulum beam; the girder jacks 15 are respectively arranged on the two sides of the frame of the truss beam 14.
  • the two front ends of the pendulum beam 12 are respectively hinged to the shackle 11 , and the two ends of each of the pendulum beam jacks 13 are respectively connected with the pendulum beam 12 and the dam seat 11; the pendulum beam jack 13 plays the adjustment beam around the hinge point The role of the elevation angle.
  • each of the truss jacks 15 are respectively connected with the pendulum beam 12 and the truss beam 14; the truss beam 14 is realized by the action of the truss jack 15 to realize the front and rear expansion and contraction for tamping the filled in the gob area. Filler.
  • the uprights 19 are two front and rear, respectively symmetrically located on both sides of the base 16 and the top beam 3, and the four-bar linkage mechanism is located between the front and rear uprights;
  • Rod 8, front link 9 and rear link 10 the upper link 8 is a Y-shaped upper split open skylight type high-strength box welding
  • the upper end of the upper connecting rod 8 is respectively hinged in the middle of the top beam;
  • the front connecting rod 9 and the rear connecting rod 10 are respectively independent high-strength box welded structures, and the upper ends of the front and rear connecting rods are respectively connected with the upper connecting rod
  • the lower portion of the 8 is hinged, and the lower ends of the front and rear links are respectively hinged to the base 16.
  • the four-link structure formed by the upper link 8, the front link 9, and the rear link 10 and the base 16 is between the left and right uprights 19, and the Y-shaped split skylight on the upper part of the upper link 8 can be better observed.
  • the empty area is filled with the tamping filler and the operation of the filling conveyor.
  • a guard 1 and a guard jack 2 are also arranged, and the rear end of the guard 1 is hinged with the front end of the top beam 3, and the front and rear ends of the guard jack 2 are respectively associated with the guard 1 and the top
  • the beam 3 is hinged and supports the guard 1 through the guard jack 2.
  • the function of the Guard 1 is to support the front end of the top beam 3 and prevent the coal wall slab.
  • the base 16 adopts a welded structure with a bridge-opening high-strength box body, which directly acts on the bottom surface of the working surface, and a pushing frame 17 and a pushing jack 18 are arranged at the opening of the base 16, and the front end of the sliding frame 17 is disposed.
  • the hinges of the base 16 and the front and rear links 9 and 10 are hinged in a single shaft.
  • column holes are respectively provided to facilitate the movement of the hinge.
  • the retaining device may not be provided; or the retaining seat in the retaining device may be provided only as a retaining plate, and the compacting mechanism may be hinged to the vertical plate or directly hinged to the base. It is also possible not to provide a tamping mechanism; or to set the sway beam and sill beam in the tamping mechanism to be one-piece, or to be provided as a plurality of separate structures with hydraulic jacks.
  • the upper link can also be set as an H-shaped structure, or an I-type independent structure located on the left and right sides. At this time, the front and rear links can be set to two groups of left and right symmetry, and the upper ends of each group are respectively connected with the upper link.
  • the lower part of one side is hinged, and the lower end of each group is respectively hinged with the two sides of the base between the columns, so that the purpose of observing the filling condition of the goaf can be realized conveniently.
  • the column can be set only to two symmetrical sides. It is also possible to set the pallet to be directly attached to the tail boom.

Landscapes

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

Abstract

A filling and supporting hydraulic support with tamping mechanism includes a roof brace (3), a base (16), a prop (19) and a four-bar linkage. The upper and lower ends of the prop (19) and four-bar linkage are connected with the roof brace (3) and base (16) respectively. The tamping mechanism is set at the back of the base (16). The front end of the tamping mechanism is connected with the back end of the base (16). The upper linkage (8) of the four-bar linkage is of an upper furcating structure.

Description

带夯实机构的填充支护液压支架 技术领域  Filling support hydraulic support with tamping mechanism

本实用新型涉及一种用于煤矿井下采煤工作面的支护设备, 具体说是一种 在采煤工作面的采空区进行填充、 支护作业的液压支架。  The utility model relates to a supporting device used for coal mining face under coal mine, in particular to a hydraulic support for filling and supporting work in a goaf of a coal mining face.

背景技术 Background technique

我国煤炭资源丰富,综采设备成熟,采煤工艺日趋完善, 随着能源的紧缺, 我国煤炭开采步伐的日益加快, 很多矿井面临着资源枯竭问题, 而一些蕴藏在 建筑物、 道路以及水体下面被认为不宜于开采的煤层, 也越来越受到更多的关 注。 国内一般通过采用条带开采、 搬迁村庄、 充填开采等多种技术措施来解决 "三下"的压煤问题, 提高煤炭采出率。 但是随着村庄搬迁成本的不断提高以 及煤层开采深度的增加, 充填开采技术的优势明显体现出来, 并已逐渐形成蓬 勃发展之势。 现有的充填技术大多采用注水、 注泥浆及填充矸石等方法来充填 采空区。 注水和注泥浆都要受到当地具体地质条件的限制, 在中原地区, 填石 法的采用比较普遍, 其缺点是在进行填充时除了需要支护设备外, 还需提供专 门的运输设备以及夯实机械, 因此投资很大、 作业程序比较复杂。  China's coal resources are abundant, the comprehensive mining equipment is mature, and the coal mining technology is becoming more and more perfect. With the shortage of energy, the pace of coal mining in China is accelerating, many mines are facing the problem of resource depletion, and some are hidden under buildings, roads and water bodies. Coal seams that are considered unsuitable for mining are also receiving more and more attention. In China, the use of strip mining, relocation of villages, filling and mining and other technical measures to solve the "three down" coal crushing problem and increase the coal mining rate. However, with the continuous improvement of village relocation costs and the increase of coal seam mining depth, the advantages of filling mining technology are clearly reflected, and it has gradually formed a booming trend. Most of the existing filling techniques use water injection, mud injection and filling of meteorites to fill the goaf. Water injection and mud injection are subject to the specific geological conditions in the local area. In the Central Plains, the use of rockfill method is more common. The disadvantage is that in addition to the maintenance equipment, special transportation equipment and compaction machinery are required. Therefore, the investment is large and the operating procedures are complicated.

发明内容 Summary of the invention

本实用新型的目的是提供一种在采煤工作面的采空区进行支护作业的同 时还可进行填充作业的填充支护液压支架。  The purpose of the utility model is to provide a filling support hydraulic support capable of performing a filling operation while performing a support operation in a goaf of a coal mining face.

为达上述目的, 本实用新型采用的技术方案是: 该带夯实机构的填充支护 液压支架包括顶梁、 底座、 立柱和四连杆机构, 立柱与四连杆机构的上端和下 端分别与顶梁和底座相连接, 在底座的后端设置有夯实机构, 夯实机构的前端 与底座的后端相连接。  In order to achieve the above object, the technical solution adopted by the utility model is as follows: The filling support hydraulic support with the tamping mechanism comprises a top beam, a base, a column and a four-bar linkage mechanism, and the upper end and the lower end of the vertical column and the four-bar linkage mechanism respectively and the top The beam is connected to the base, and a tamping mechanism is arranged at the rear end of the base, and the front end of the tamping mechanism is connected with the rear end of the base.

在夯实机构与底座之间还设置有挡矸座, 挡矸座的前端与底座的后端相连 接, 所述夯实机构包括摆梁、 摆梁千斤顶、 夯矸梁和夯矸梁千斤顶, 摆梁的前 端与挡矸座相铰接, 夯矸梁从摆梁的后端套装在摆梁内腔; 摆梁千斤顶的前后 两端分别与摆梁和挡矸座相连接; 夯矸梁千斤顶的前后两端分别与摆梁和夯矸 梁相连接; 在顶梁的后端还设置有移动输送装置。  A shackle is further disposed between the tamping mechanism and the base, and the front end of the shackle is connected with the rear end of the base, and the tamping mechanism includes a pendulum beam, a pendulum beam jack, a truss girder and a truss jack, and the swaying beam The front end is hinged to the shackle, and the sill beam is set in the inner cavity of the pendulum beam from the rear end of the pendulum beam; the front and rear ends of the pendulum beam jack are respectively connected with the pendulum beam and the shackle; The ends are respectively connected to the pendulum beam and the truss beam; at the rear end of the top beam, a moving conveying device is further arranged.

所述移动输送装置包括尾梁和尾梁千斤顶,尾梁和尾梁千斤的前端分别与 顶梁相连接, 尾梁千斤顶的后端与尾梁相连接; 在尾梁的后部设置有托板和托 板千斤顶, 托板通过设置在尾梁上的滑槽与尾梁活动连接, 托板千斤顶的前、 后两端分别与尾梁和托板相连接。 所述立柱为前后各两根, 分别对称位于底座和顶梁的两侧, 四连杆机构位 于前、 后立柱之间; 所述四连杆机构包括上连杆、 前连杆和后连杆, 上连杆的 上端与顶梁相连接, 上连杆的下部分别与前连杆和后连杆的顶端相连接, 前、 后连杆的下端分别与底座相铰接。 The moving conveying device comprises a tail beam and a tail beam jack, the front ends of the tail beam and the tail beam jack are respectively connected with the top beam, the rear end of the tail beam jack is connected with the tail beam; and the back plate is arranged at the rear part of the tail beam And the pallet jack, the pallet is connected with the tail beam by a sliding slot provided on the tail beam, and the front and rear ends of the pallet jack are respectively connected with the tail beam and the pallet. The column is two in front and rear, respectively symmetrically located on both sides of the base and the top beam, and the four-bar linkage mechanism is located between the front and rear columns; the four-bar linkage mechanism includes an upper link, a front link and a rear link The upper end of the upper connecting rod is connected with the top beam, the lower part of the upper connecting rod is respectively connected with the top ends of the front connecting rod and the rear connecting rod, and the lower ends of the front connecting rod and the rear connecting rod are respectively hinged with the base.

所述上连杆为上部开叉的箱体结构, 其两个上端分别铰接在顶梁上; 前连 杆和后连杆分别为独立的箱体结构, 前、 后连杆的上端分别与上连杆的下部相 铰接, 前、 后连杆的下端分别与底座相铰接。  The upper link is a box structure with an upper split, and the upper ends of the upper link are respectively hinged on the top beam; the front link and the rear link are respectively independent box structures, and the upper ends of the front and rear links are respectively respectively The lower portion of the connecting rod is hinged, and the lower ends of the front and rear links are respectively hinged to the base.

在顶梁前端还设置有护帮和护帮千斤顶, 护帮后端与顶梁前端相铰接, 护 帮千斤顶的前、 后两端分别与护帮和顶梁相铰接。  At the front end of the top beam, a guard and a guard jack are also arranged, and the rear end of the guard is hinged with the front end of the top beam, and the front and rear ends of the guard jack are respectively hinged with the guard and the top beam.

在底座上还设置有推移框架和推移千斤顶, 推移框架的前端设置有连接 耳, 推移框架的后端通过推移千斤顶与底座相连接。  A push frame and a shifting jack are further disposed on the base, and a front end of the push frame is provided with a connecting ear, and a rear end of the push frame is connected to the base through a shifting jack.

所述顶梁、 尾梁、 摆梁和夯矸梁分别为箱体结构; 在顶梁及底座与立柱两 端的连接处分别设置有柱窝。  The top beam, the tail beam, the pendulum beam and the truss beam are respectively a box structure; and a column socket is respectively arranged at a joint between the top beam and the base and the column.

为能实现填充与支护的双功能, 本实用新型除了设置有底座、 立柱、 顶梁 和四连杆机构等支护装置外, 还在顶梁的后端设置了尾梁和托板, 在底座的后 端设置了挡矸座、 摆梁和夯矸梁。 在支架对采空区进行支护的同时, 托板可通 过悬吊的运输机运送填充物进行填充, 并通过托板在尾梁上的滑动来改变运输 机的填充位置。 套装在摆梁内的夯矸梁可用来夯实已填充在采空区的填充物, 挡矸座可用来遮挡落在支架上的填充物,通过上部为 Y型开叉式结构的上连杆 能更好地观察作业面上填充与夯实填充物的情况,所有上述结构使本液压支架 实现了支护与填充作业的一体化。  In order to realize the dual function of filling and supporting, the utility model is provided with a supporting device such as a base, a column, a top beam and a four-bar linkage mechanism, and a tail beam and a pallet are also arranged at the rear end of the top beam. The rear end of the base is provided with a shackle, a pendulum beam and a truss beam. While the bracket supports the goaf, the pallet can be filled by a suspended conveyor to transport the filling and change the filling position of the conveyor by sliding the pallet on the tail boom. The truss beam placed in the pendulum beam can be used to tamper the filler that has been filled in the goaf. The shackle can be used to cover the filler falling on the bracket, and the upper link can be passed through the upper Y-shaped split structure. Better observation of the filling and tamping filler on the work surface, all of the above constructions enable the hydraulic support to be integrated with the support and filling operations.

附图说明 DRAWINGS

图 1为填充支护液压支架的整体结构示意图;  Figure 1 is a schematic view showing the overall structure of a filled support hydraulic support;

图 2为图 1中取消顶梁、 立柱、 连杆机构后底座的俯视图;  Figure 2 is a plan view of the rear base of the top beam, the column and the link mechanism removed in Figure 1;

图 3为尾梁的仰视图;  Figure 3 is a bottom view of the tail beam;

图 4为托板的主视图;  Figure 4 is a front view of the pallet;

图 5为挡矸座的俯视图;  Figure 5 is a plan view of the shackle;

图 6为摆梁与夯矸梁的装配图;  Figure 6 is an assembly view of the pendulum beam and the truss beam;

图 7为上连杆的仰视图;  Figure 7 is a bottom view of the upper link;

图 8为前连杆的主视图;  Figure 8 is a front view of the front link;

图 9为后连杆的主视图。 具体实施方式 Figure 9 is a front view of the rear link. detailed description

本填充支护液压支架包括顶梁 3、底座 16、立柱 19和四连杆机构, 顶梁 3 采用整体式高强度箱体焊接结构并设有侧护板, 立柱 19及四连杆机构的上端 和下端分别与顶梁 3以及底座 16相铰接, 在顶梁 3的后端还设置有尾梁 4和 尾梁千斤顶 5, 所述尾梁 4采用带滑槽的高强度箱体焊接结构, 尾梁 4和尾梁 千斤顶 5的前端与顶梁 3相铰接, 尾梁千斤顶 5的后端与尾梁 4相铰接, 尾梁 4的作用是在尾梁千斤顶 5的作用下支撑液压支架后部的采空区。 为了搬移填 充物, 在尾梁 4的后部设置有托板 6和托板千斤顶 7, 托板 6的作用是吊挂填 充运输机。 所述托板 6采用板筋焊接结构, 托板 6通过设置在尾梁 4底面上的 滑槽与尾梁 4活动连接, 托板千斤顶 7的前端与尾梁 4相连接, 托板千斤顶 7 的后端与托板 6相连接, 当一处的填充作业完成后, 托板 6可在托板千斤顶 7 的推移作用下在尾梁 4的滑槽中滑动到新的作业点, 每个托板 6的移动由人工 通过控制开关进行控制。 在底座 16 的后端还设置有挡护装置和夯实机构, 夯 实机构与挡护装置相连接。在本实施例中, 所述挡护装置为挡矸座 11, 挡矸座 11采用高强度箱体焊接结构,直接立于底座 16的底板上,在挡矸座 11的前端 与底座 16尾端的连接处设有两个铰接点, 以限制挡矸座 11在左右方向上的摆 动。 挡矸座 11的作用有两个, 一是用来遮挡从填充运输机上落下来的填充物, 如矸石类; 二是连接夯实机构。 所述夯实机构包括摆梁 12、 摆梁千斤顶 13、 夯矸梁 14和夯矸梁千斤顶 15, 摆梁 12和夯矸梁 14分别采用高强度箱体焊接 结构。 在本实施例中, 所述摆梁 12为平行设置的两条箱体分别由垂直于两箱 体的加强筋连接在一起而成, 在摆梁 12 的两条平行箱体上分别都设置有摆梁 千斤顶 13。 所述夯矸梁 14为平行设置的两条箱体分别由垂直于两箱体的夯矸 板在后端连接而成, 夯矸梁 14的两个前端分别从摆梁 12的后端套装在摆梁两 平行箱体的内腔; 在夯矸梁 14的两侧箱体上分别都设置有夯矸梁千斤顶 15。 摆梁 12的两个前端分别与挡矸座 11相铰接, 每个摆梁千斤顶 13的两端分别 与摆梁 12和挡矸座 11相连接; 摆梁千斤顶 13起着绕铰接点调节摆梁仰角的 作用。 每个夯矸梁千斤顶 15的前后两端分别与摆梁 12和夯矸梁 14相连接; 夯矸梁 14通过夯矸梁千斤顶 15的作用实现前后伸缩,用来夯实已填充在采空 区的填充物。  The filling support hydraulic support comprises a top beam 3, a base 16, a column 19 and a four-bar linkage mechanism, and the top beam 3 adopts an integral high-strength box welded structure and is provided with a side guard plate, and the upper end of the column 19 and the four-bar linkage mechanism And the lower end are respectively hinged with the top beam 3 and the base 16, and at the rear end of the top beam 3, a tail beam 4 and a tail beam jack 5 are further disposed, and the tail beam 4 adopts a high-strength box welded structure with a sliding groove, and the tail end The front end of the beam 4 and the tail beam jack 5 is hinged to the top beam 3, and the rear end of the tail beam jack 5 is hinged to the tail beam 4, and the tail beam 4 functions to support the rear of the hydraulic support under the action of the tail beam jack 5. Goaf. In order to move the filling, a pallet 6 and a pallet jack 7 are provided at the rear of the tail boom 4, and the pallet 6 functions to hang the filling conveyor. The pallet 6 adopts a ribbed welded structure, and the pallet 6 is movably connected to the tail beam 4 through a sliding slot provided on the bottom surface of the tail beam 4, and the front end of the pallet jack 7 is connected with the tail beam 4, and the pallet jack 7 is connected. The rear end is connected with the pallet 6, and when the filling operation is completed, the pallet 6 can be slid in the sliding groove of the tail beam 4 to the new working point under the action of the pallet jack 7, each pallet The movement of 6 is controlled manually by a control switch. A retaining device and a tamping mechanism are also disposed at the rear end of the base 16, and the tamping mechanism is coupled to the retaining device. In this embodiment, the retaining device is a retaining seat 11 , and the retaining seat 11 adopts a high-strength box welded structure, and stands directly on the bottom plate of the base 16 at the front end of the retaining seat 11 and the rear end of the base 16 Two hinge points are provided at the joint to limit the swing of the dam seat 11 in the left-right direction. The shackle 11 has two functions, one for blocking the filler falling from the filling conveyor, such as vermiculite; the other is for connecting the tamping mechanism. The tamping mechanism includes a pendulum beam 12, a pendulum beam jack 13, a truss beam 14 and a truss girder 15, and the pendulum beam 12 and the truss beam 14 are respectively welded with a high-strength box body. In this embodiment, the two sets of the pendulum beams 12 which are arranged in parallel are respectively formed by connecting the reinforcing ribs perpendicular to the two boxes, and are respectively disposed on the two parallel boxes of the pendulum beam 12 Swing beam jack 13. The two sills 14 are arranged in parallel and are respectively connected by a slab perpendicular to the two casings at the rear end. The two front ends of the truss 14 are respectively set from the rear end of the swaying beam 12 The inner cavity of the two parallel boxes of the pendulum beam; the girder jacks 15 are respectively arranged on the two sides of the frame of the truss beam 14. The two front ends of the pendulum beam 12 are respectively hinged to the shackle 11 , and the two ends of each of the pendulum beam jacks 13 are respectively connected with the pendulum beam 12 and the dam seat 11; the pendulum beam jack 13 plays the adjustment beam around the hinge point The role of the elevation angle. The front and rear ends of each of the truss jacks 15 are respectively connected with the pendulum beam 12 and the truss beam 14; the truss beam 14 is realized by the action of the truss jack 15 to realize the front and rear expansion and contraction for tamping the filled in the gob area. Filler.

在本实施例中, 所述立柱 19为前后各两根, 分别对称位于底座 16和顶梁 3 的两侧, 四连杆机构位于前、 后立柱之间; 所述四连杆机构包括上连杆 8、 前连杆 9和后连杆 10,所述上连杆 8为 Y型上部开叉的开天窗式高强度箱体焊 接结构, 上连杆 8的两个上端分别铰接在顶梁中部; 前连杆 9和后连杆 10分 别为独立的高强度箱体焊接结构, 前、 后连杆的上端分别与上连杆 8的下部相 铰接, 前、 后连杆的下端分别与底座 16相铰接。 上连杆 8、 前连杆 9以及后连 杆 10与底座 16所形成的四连杆结构处在左右立柱 19之间, 通过上连杆 8上 部的 Y形开叉天窗能更好地观察采空区填充夯实填充物的情况以及填充运输机 的运行状况。 In this embodiment, the uprights 19 are two front and rear, respectively symmetrically located on both sides of the base 16 and the top beam 3, and the four-bar linkage mechanism is located between the front and rear uprights; Rod 8, front link 9 and rear link 10, the upper link 8 is a Y-shaped upper split open skylight type high-strength box welding The upper end of the upper connecting rod 8 is respectively hinged in the middle of the top beam; the front connecting rod 9 and the rear connecting rod 10 are respectively independent high-strength box welded structures, and the upper ends of the front and rear connecting rods are respectively connected with the upper connecting rod The lower portion of the 8 is hinged, and the lower ends of the front and rear links are respectively hinged to the base 16. The four-link structure formed by the upper link 8, the front link 9, and the rear link 10 and the base 16 is between the left and right uprights 19, and the Y-shaped split skylight on the upper part of the upper link 8 can be better observed. The empty area is filled with the tamping filler and the operation of the filling conveyor.

在顶梁 3的前端还设置有护帮 1和护帮千斤顶 2, 护帮 1的后端与顶梁 3 的前端相铰接, 护帮千斤顶 2的前、 后两端分别与护帮 1和顶梁 3相铰接, 通 过护帮千斤顶 2支撑护帮 1。 护帮 1的作用是在顶梁 3前端起支护作用并防止 煤壁片帮。 所述底座 16采用带过桥开裆式高强度箱体焊接结构, 其直接作用 于工作面底板上,在底座 16的开裆处设置有推移框架 17和推移千斤顶 18,推 移框架 17的前端设置有连接耳, 推移框架 17的后端通过推移千斤顶 18与底 座 16相连接, 推移框架 17通过前端的连接耳与主采面的运输机相连接, 在推 移千斤顶 18的作用下起着推溜移架的作用。 底座 16与前后连杆 9和 10的铰 接形式均为单轴孔铰接。 另外, 在顶梁 3以及底座 16与四个立柱 19上、 下两 端的连接位置上, 都分别设置有柱窝, 以使铰链活动方便。  At the front end of the top beam 3, a guard 1 and a guard jack 2 are also arranged, and the rear end of the guard 1 is hinged with the front end of the top beam 3, and the front and rear ends of the guard jack 2 are respectively associated with the guard 1 and the top The beam 3 is hinged and supports the guard 1 through the guard jack 2. The function of the Guard 1 is to support the front end of the top beam 3 and prevent the coal wall slab. The base 16 adopts a welded structure with a bridge-opening high-strength box body, which directly acts on the bottom surface of the working surface, and a pushing frame 17 and a pushing jack 18 are arranged at the opening of the base 16, and the front end of the sliding frame 17 is disposed. There is a connecting ear, and the rear end of the pushing frame 17 is connected with the base 16 through the pushing jack 18, and the pushing frame 17 is connected with the transporter of the main mining face through the connecting ear of the front end, and acts as a push-slide frame under the action of the pushing jack 18. The role. The hinges of the base 16 and the front and rear links 9 and 10 are hinged in a single shaft. In addition, in the connection position of the top beam 3 and the base 16 and the four upper and lower ends of the four columns 19, column holes are respectively provided to facilitate the movement of the hinge.

除了上述方案之外, 也可以不设置挡护装置; 或将挡护装置中的挡矸座仅 设置成一个挡护立板, 夯实机构可铰接在立板上、 或直接铰接在底座上。 还可 不设置夯实机构; 或将夯实机构中的摆梁和夯矸梁设置成固定一体的、 或设置 为多根分别带液压千斤顶的独立结构。另外,还可以将上连杆设置为 H型结构、 或位于左右两侧的 I型独立结构, 这时前、 后连杆可设置为左右对称的两组, 每组的上端分别与上连杆一侧的下部相铰接, 每组的下端分别与立柱之间的底 座两侧相铰接, 同样可实现方便观察采空区填充夯实情况的目的。 此外, 在保 证四连杆机构具有足够支撑力的情况下, 也可将立柱只设置为左右对称的两 根。 还可以将托板设置为直接固定在尾梁上。  In addition to the above, the retaining device may not be provided; or the retaining seat in the retaining device may be provided only as a retaining plate, and the compacting mechanism may be hinged to the vertical plate or directly hinged to the base. It is also possible not to provide a tamping mechanism; or to set the sway beam and sill beam in the tamping mechanism to be one-piece, or to be provided as a plurality of separate structures with hydraulic jacks. In addition, the upper link can also be set as an H-shaped structure, or an I-type independent structure located on the left and right sides. At this time, the front and rear links can be set to two groups of left and right symmetry, and the upper ends of each group are respectively connected with the upper link. The lower part of one side is hinged, and the lower end of each group is respectively hinged with the two sides of the base between the columns, so that the purpose of observing the filling condition of the goaf can be realized conveniently. In addition, in the case where the four-bar linkage mechanism is provided with sufficient supporting force, the column can be set only to two symmetrical sides. It is also possible to set the pallet to be directly attached to the tail boom.

Claims

WO 2010/066180 权 利 要 求 书 PCT/CN2009/075324 WO 2010/066180 Claim PCT/CN2009/075324 1、 一种带夯实机构的填充支护液压支架, 包括顶梁 (3)、 底座 (16)、 立 柱(19)和四连杆机构, 立柱(19)与四连杆机构的上端和下端分别与顶梁(3) 和底座 (16) 相连接, 其特征在于: 在底座 (16) 的后端设置有夯实机构, 夯 实机构的前端与底座 (16) 的后端相连接。 1. A filling support hydraulic support with a tamping mechanism, comprising a top beam (3), a base (16), a column (19) and a four-bar linkage mechanism, the upper end and the lower end of the vertical column (19) and the four-bar linkage mechanism respectively It is connected with the top beam (3) and the base (16), and is characterized in that: a tamping mechanism is arranged at the rear end of the base (16), and the front end of the tamping mechanism is connected with the rear end of the base (16). 2、 根据权利要求 1所述的带夯实机构的填充支护液压支架, 其特征在于: 在夯实机构与底座 (16) 之间还设置有挡矸座 (11), 挡矸座 (11) 的前端与底 座 (16) 的后端相连接, 所述夯实机构包括摆梁 (12)、 摆梁千斤顶 (13)、 夯 矸梁 (14) 和夯矸梁千斤顶 (15), 摆梁 (12) 的前端与挡矸座 (11) 相铰接, 夯矸梁 (14) 从摆梁 (12) 的后端套装在摆梁 (12) 内腔; 摆梁千斤顶 (13) 的前后两端分别与摆梁 (12) 和挡矸座 (11) 相连接; 夯矸梁千斤顶 (15) 的 前后两端分别与摆梁 (12) 和夯矸梁 (14) 相连接; 在顶梁 (3) 的后端还设置 有移动输送装置。  2. The filling support hydraulic support with a tamping mechanism according to claim 1, wherein: a shackle (11) and a shackle (11) are further disposed between the tamping mechanism and the base (16). The front end is connected to the rear end of the base (16), and the tamping mechanism comprises a pendulum beam (12), a pendulum beam jack (13), a truss beam (14) and a truss jack (15), and the sway beam (12) The front end is hinged to the shackle (11), and the sill beam (14) is fitted from the rear end of the pendulum beam (12) to the inner surface of the pendulum beam (12); the front and rear ends of the pendulum beam jack (13) are respectively placed with the pendulum The beam (12) is connected to the shackle (11); the front and rear ends of the truss jack (15) are connected to the pendulum beam (12) and the truss beam (14) respectively; behind the top beam (3) The end is also provided with a moving conveyor. 3、 根据权利要求 2所述的带夯实机构的填充支护液压支架, 其特征在于: 所述移动输送装置包括尾梁 (4) 和尾梁千斤顶 (5), 尾梁 (4) 和尾梁千斤顶 (5) 的前端分别与顶梁 (3) 相连接, 尾梁千斤顶 (5) 的后端与尾梁 (4) 相 连接; 在尾梁 (4) 的后部设置有托板 (6) 和托板千斤顶 (7), 托板 (6) 通过 设置在尾梁 (4) 上的滑槽与尾梁 (4) 活动连接, 托板千斤顶 (7) 的前、 后两 端分别与尾梁 (4) 和托板 (6) 相连接。  3. The filling support hydraulic support with tamping mechanism according to claim 2, wherein: the moving conveying device comprises a tail beam (4) and a tail beam jack (5), a tail beam (4) and a tail beam The front end of the jack (5) is connected to the top beam (3), the rear end of the tail beam jack (5) is connected to the tail beam (4); and the back plate (6) is provided at the rear of the tail beam (4). And the pallet jack (7), the pallet (6) is movably connected to the tail beam (4) through a chute provided on the tail beam (4), and the front and rear ends of the pallet jack (7) and the tail beam respectively (4) Connect to the pallet (6). 4、 根据权利要求 3所述的带夯实机构的填充支护液压支架, 其特征在于: 所述立柱 (19) 为前后各两根, 分别对称位于底座 (16) 和顶梁 (3) 的两侧, 四连杆机构位于前、 后立柱之间; 所述四连杆机构包括上连杆(8)、 前连杆(9) 和后连杆 (10), 上连杆 (8) 的上端与顶梁 (3) 相连接, 上连杆 (8) 的下部 分别与前连杆 (9) 和后连杆 (10) 的顶端相连接, 前、 后连杆的下端分别与底 座 (16) 相铰接。  4. The filling support hydraulic support with a tamping mechanism according to claim 3, wherein: the column (19) is two front and rear, respectively symmetrically located on the base (16) and the top beam (3) The four-bar linkage mechanism is located between the front and rear pillars; the four-bar linkage mechanism includes an upper link (8), a front link (9) and a rear link (10), and an upper end of the upper link (8) Connected to the top beam (3), the lower part of the upper link (8) is connected to the top ends of the front link (9) and the rear link (10), respectively, and the lower ends of the front and rear links are respectively connected with the base (16) Articulated. 5、 根据权利要求 4所述的带夯实机构的填充支护液压支架, 其特征在于: 所述上连杆 (8) 为上部开叉的箱体结构, 其两个上端分别铰接在顶梁 (3) 上; 前连杆 (9) 和后连杆 (10) 分别为独立的箱体结构, 前、 后连杆的上端分别与 上连杆 (8) 的下部相铰接, 前、 后连杆的下端分别与底座 (16) 相铰接。  5. The filling support hydraulic support with a tamping mechanism according to claim 4, wherein: the upper link (8) is a box structure with an upper split, and the upper ends of the upper link are respectively hinged to the top beam ( 3) upper; front link (9) and rear link (10) are independent box structures, the upper ends of the front and rear links are respectively hinged with the lower part of the upper link (8), front and rear links The lower ends are hinged to the base (16). 6、 根据权利要求 5所述的带夯实机构的填充支护液压支架, 其特征在于: 在顶梁 (3) 前端还设置有护帮 (1) 和护帮千斤顶 (2), 护帮 (1) 后端与顶梁 6. The filling support hydraulic support with a tamping mechanism according to claim 5, characterized in that: at the front end of the top beam (3), a guard (1) and a guard jack (2) are provided, and the guard (1) ) back end and top beam (3) 前端相铰接, 护帮千斤顶 (2) 的前、 后两端分别与护帮 (1) 和顶梁 (3) 相铰接。 (3) The front end is hinged, and the front and rear ends of the guard jack (2) are hinged to the guard (1) and the top beam (3) respectively. 7、 根据权利要求 6所述的带夯实机构的填充支护液压支架, 其特征在于: 在底座(16)上还设置有推移框架(17)和推移千斤顶(18 ),推移框架(17) 的前端设置有连接耳, 推移框架(17)的后端通过推移千斤顶(18)与底座(16 ) 相连接。 7. The filling support hydraulic support with a tamping mechanism according to claim 6, wherein: A push frame (17) and a push jack (18) are further disposed on the base (16), and a front end of the push frame (17) is provided with a connecting ear, and a rear end of the push frame (17) passes through the jack (18) and the base ( 16) Connected. 8、 根据权利要求 7所述的带夯实机构的填充支护液压支架, 其特征在于: 所述顶梁 (3 )、 尾梁 (4)、 摆梁 (12) 和夯矸梁 (14) 分别为箱体结构; 在顶 梁 (3 ) 及底座 (16) 与立柱 (19) 两端的连接处分别设置有柱窝。  8. The filling support hydraulic support with a tamping mechanism according to claim 7, wherein: the top beam (3), the tail beam (4), the pendulum beam (12) and the truss beam (14) are respectively It is a box structure; a column socket is respectively arranged at a joint between the top beam (3) and the base (16) and the column (19).
PCT/CN2009/075324 2008-12-09 2009-12-04 Filling and supporting hudraulic support with tamping mechanism Ceased WO2010066180A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN200820230678.9 2008-12-09
CNU2008202306789U CN201306176Y (en) 2008-12-09 2008-12-09 Filling and supporting hydraulic support with compaction mechanism

Publications (1)

Publication Number Publication Date
WO2010066180A1 true WO2010066180A1 (en) 2010-06-17

Family

ID=41098642

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2009/075324 Ceased WO2010066180A1 (en) 2008-12-09 2009-12-04 Filling and supporting hudraulic support with tamping mechanism

Country Status (2)

Country Link
CN (1) CN201306176Y (en)
WO (1) WO2010066180A1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107165670A (en) * 2017-07-14 2017-09-15 天地科技股份有限公司 A kind of double flexible reinforcement mechanism devices of the unpowered follow-up type in middle part
CN109915191A (en) * 2019-04-19 2019-06-21 安徽省矿业机电装备有限责任公司 A kind of excavation support range-adjustable translation structure and application method
CN115075855A (en) * 2022-06-24 2022-09-20 三一重型装备有限公司 Dump Bracket and Hydraulic Bracket

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201306176Y (en) * 2008-12-09 2009-09-09 郑州四维机电设备制造有限公司 Filling and supporting hydraulic support with compaction mechanism
CN101725365B (en) * 2009-12-04 2011-12-07 中国矿业大学 Hexastyle supporting type coal mining and filling hydraulic bracket
CN102168571A (en) * 2010-02-25 2011-08-31 郑州四维机电设备制造有限公司 Basic bracket for filing support
CN102168570A (en) * 2010-02-25 2011-08-31 郑州四维机电设备制造有限公司 Hydraulic support
CN102168572B (en) * 2010-02-25 2012-10-10 郑州四维机电设备制造有限公司 Waste filling supporting bracket
CN101793164B (en) * 2010-03-18 2012-08-22 张小康 Device for compacting filled materials in coal mining goaf
CN102269003B (en) * 2010-06-01 2013-07-17 郑州四维机电设备制造有限公司 Paste filling and supporting integral hydraulic bracket
CN102562150B (en) * 2010-12-09 2015-03-11 卡特彼勒(郑州)有限公司 Tamping mechanism for gangue filling hydraulic support
CN102042023B (en) * 2010-12-27 2013-04-24 淄博矿业集团有限责任公司 Hydraulic support with filling and leakage-preventing function
CN102913279A (en) * 2011-08-05 2013-02-06 郑州四维机电设备制造有限公司 Gangue clamping-proof structure for gangue filling tamping mechanism
CN102953756B (en) * 2011-08-17 2015-03-11 卡特彼勒(郑州)有限公司 Tamping mechanism for waste filling
CN102979545A (en) * 2012-12-10 2013-03-20 中国矿业大学 Large-mining-height front and rear top beam coaxial articulated fill coal mining hydraulic bracket

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4217067A (en) * 1978-02-18 1980-08-12 Gewerkschaft Eisenhutte Westfalia Mine roof support assembly
DE2921671A1 (en) * 1979-05-29 1980-12-04 Ruhrkohle Ag Mine working hydraulic shield support unit - has rear cap extending roof cap and swivelling on backfilling side
DE3818725A1 (en) * 1988-06-01 1989-12-14 Gewerk Eisenhuette Westfalia Support chock, in particular for use in pneumatic stowing operations
CN201007216Y (en) * 2007-02-06 2008-01-16 中国矿业大学 Fill mining hydraulic support
CN201306180Y (en) * 2008-12-09 2009-09-09 郑州四维机电设备制造有限公司 Filling and supporting hydraulic support
CN201306177Y (en) * 2008-12-09 2009-09-09 郑州四维机电设备制造有限公司 Filling and supporting hydraulic support with novel bar
CN201306179Y (en) * 2008-12-09 2009-09-09 郑州四维机电设备制造有限公司 Filling and supporting hydraulic support with retaining device
CN201306176Y (en) * 2008-12-09 2009-09-09 郑州四维机电设备制造有限公司 Filling and supporting hydraulic support with compaction mechanism
CN201306178Y (en) * 2008-12-09 2009-09-09 郑州四维机电设备制造有限公司 Filling and supporting hydraulic support with moveable support plate

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4217067A (en) * 1978-02-18 1980-08-12 Gewerkschaft Eisenhutte Westfalia Mine roof support assembly
DE2921671A1 (en) * 1979-05-29 1980-12-04 Ruhrkohle Ag Mine working hydraulic shield support unit - has rear cap extending roof cap and swivelling on backfilling side
DE3818725A1 (en) * 1988-06-01 1989-12-14 Gewerk Eisenhuette Westfalia Support chock, in particular for use in pneumatic stowing operations
CN201007216Y (en) * 2007-02-06 2008-01-16 中国矿业大学 Fill mining hydraulic support
CN201306180Y (en) * 2008-12-09 2009-09-09 郑州四维机电设备制造有限公司 Filling and supporting hydraulic support
CN201306177Y (en) * 2008-12-09 2009-09-09 郑州四维机电设备制造有限公司 Filling and supporting hydraulic support with novel bar
CN201306179Y (en) * 2008-12-09 2009-09-09 郑州四维机电设备制造有限公司 Filling and supporting hydraulic support with retaining device
CN201306176Y (en) * 2008-12-09 2009-09-09 郑州四维机电设备制造有限公司 Filling and supporting hydraulic support with compaction mechanism
CN201306178Y (en) * 2008-12-09 2009-09-09 郑州四维机电设备制造有限公司 Filling and supporting hydraulic support with moveable support plate

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107165670A (en) * 2017-07-14 2017-09-15 天地科技股份有限公司 A kind of double flexible reinforcement mechanism devices of the unpowered follow-up type in middle part
CN109915191A (en) * 2019-04-19 2019-06-21 安徽省矿业机电装备有限责任公司 A kind of excavation support range-adjustable translation structure and application method
CN109915191B (en) * 2019-04-19 2024-02-23 安徽省矿业机电装备有限责任公司 A tunnel support adjustable stroke translation structure and its use method
CN115075855A (en) * 2022-06-24 2022-09-20 三一重型装备有限公司 Dump Bracket and Hydraulic Bracket

Also Published As

Publication number Publication date
CN201306176Y (en) 2009-09-09

Similar Documents

Publication Publication Date Title
WO2010066180A1 (en) Filling and supporting hudraulic support with tamping mechanism
CN101988388A (en) Filling and supporting hydraulic support with compaction mechanism
CN201460935U (en) Filling timbering integrated hydraulic support
CN102168572B (en) Waste filling supporting bracket
CN110145347A (en) A kind of tunneling work face temporary support equipment and its working method
CN201606089U (en) Supporting and filling integrated hydraulic bracket
CN201714412U (en) Hydraulic support for non-solid-filled working face
CN201714411U (en) Solid packed hydraulic support for working face
CN205638519U (en) Girdle solid filling support
CN105221178A (en) Electrichydraulic control waste filling mining hydraulic bracket and Research on Automatic Filling thereof
CN201460939U (en) Filling and timbering hydraulic support with a tamping mechanism
CN102979545A (en) Large-mining-height front and rear top beam coaxial articulated fill coal mining hydraulic bracket
CN201306180Y (en) Filling and supporting hydraulic support
CN102251790A (en) Mining and filling integrated hydraulic support enabling double top beams to be coaxially hinged with four connecting rods
CN203412606U (en) Spider type hydraulic bracket in parallel working of coal mining and filling
CN201982127U (en) Multistage plug-in connecting rod type filling hydraulic support
CN201606097U (en) Waste rock filling supporting bracket
CN102168567A (en) Filling supporting partition board bracket
CN205025484U (en) Electrohydraulic control waste filling mines hydraulic support
CN205025481U (en) Gangue filling hydraulic support
CN201554482U (en) A six-column supporting coal mining filling hydraulic support
CN201306178Y (en) Filling and supporting hydraulic support with moveable support plate
CN201306179Y (en) Filling and supporting hydraulic support with retaining device
CN101988389A (en) Filling and supporting hydraulic support with compaction mechanism
CN201606098U (en) Basic bracket of filling support

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 09831457

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 09831457

Country of ref document: EP

Kind code of ref document: A1