CN108756982A - A kind of sliding temporary support device of two degrees of freedom and its working method - Google Patents
A kind of sliding temporary support device of two degrees of freedom and its working method Download PDFInfo
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D23/00—Mine roof supports for step- by- step movement, e.g. in combination with provisions for shifting of conveyors, mining machines, or guides therefor
- E21D23/03—Mine roof supports for step- by- step movement, e.g. in combination with provisions for shifting of conveyors, mining machines, or guides therefor having protective means, e.g. shields, for preventing or impeding entry of loose material into the working space or support
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D23/00—Mine roof supports for step- by- step movement, e.g. in combination with provisions for shifting of conveyors, mining machines, or guides therefor
- E21D23/0004—Mine roof supports for step- by- step movement, e.g. in combination with provisions for shifting of conveyors, mining machines, or guides therefor along the working face
- E21D23/0013—Frame type supports
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D23/00—Mine roof supports for step- by- step movement, e.g. in combination with provisions for shifting of conveyors, mining machines, or guides therefor
- E21D23/04—Structural features of the supporting construction, e.g. linking members between adjacent frames or sets of props; Means for counteracting lateral sliding on inclined floor
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D23/00—Mine roof supports for step- by- step movement, e.g. in combination with provisions for shifting of conveyors, mining machines, or guides therefor
- E21D23/04—Structural features of the supporting construction, e.g. linking members between adjacent frames or sets of props; Means for counteracting lateral sliding on inclined floor
- E21D23/0409—Aligning or guiding means for the supports or for the constitutive parts of the supports
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Abstract
本发明公开了一种二自由度滑移式临时支护装置及其工作方法,装置包括第一支护装置,第二支护装置,移架驱动装置和移架辅助装置,第一支护装置和第二支护装置之间通过移架驱动装置和移架辅助装置进行连接,第一支护装置底部设置的便于滑移前进抬底装置,移架驱动装置和移架辅助装置共同作用下,实现滑移式临时支护装置自动滑移前进到指定工作位置。第一支护装置和第二支护装置采用两组三个直线驱动装置和铰链连接组合的结构,使得顶升支护具有两个自由度。本发明解决了巷道地面和顶面不平行时,装置易出现整体歪斜的问题,同时移架时无需辅助设备,推移步距大,支护更加安全可靠,具有工作效率高,自动化程度高,对巷道顶面适应性好的优点。The invention discloses a two-degree-of-freedom sliding type temporary support device and its working method. The device includes a first support device, a second support device, a frame-moving driving device and a frame-moving auxiliary device, and the first support device It is connected with the second support device through the frame-moving driving device and the frame-moving auxiliary device. The bottom of the first support device is equipped with a bottom-lifting device that facilitates sliding and advancing. Under the joint action of the frame-moving driving device and the frame-moving auxiliary device, Realize the automatic sliding of the sliding temporary support device to advance to the designated working position. The first support device and the second support device adopt a structure composed of two sets of three linear drive devices and a hinge connection, so that the jacking support has two degrees of freedom. The invention solves the problem that the whole device is prone to be skewed when the roadway ground and the top surface are not parallel. At the same time, no auxiliary equipment is needed when moving the frame, the moving step is large, the support is more safe and reliable, and it has high working efficiency and high degree of automation. The advantage of good adaptability on the top surface of the roadway.
Description
技术领域technical field
本发明涉及一种滑移式临时支护装置,具体涉及一种二自由度滑移式临时支护装置及其工作方法,属于井下开采机械设备技术领域。The invention relates to a sliding type temporary support device, in particular to a two-degree-of-freedom sliding type temporary support device and a working method thereof, belonging to the technical field of underground mining machinery and equipment.
背景技术Background technique
随着煤炭开采机械化程度的提高,为适应大型综采设备的安装要求,很多综采工作面切眼宽度设计都在8m~10m。针对超大跨度切眼施工,综采工作面切眼的主要支护形式为架棚支护,架棚支护巷道施工空间小,造成支架安装施工困难,同时架棚支护属于被动支护,不能有效提高围岩整理承载强度,其支护方式不仅支护成本高、工人劳动强度大,而且严重威胁矿井安全正常生产,制约着矿井的安全高效生产的发展。相对于被动支护,属主动支护的锚杆支护可充分利用围岩的自承能力将载荷体变为承载体,对围岩能保持有较高的支护阻力进行支护。但是针对超大跨度切眼围岩结构特征、围岩复杂地质条件、以及二次刷扩带来的应力集中等现象,采用隐蔽性较强的常规锚杆支护,会使得巷道围岩变形特别严重,尤其是二次刷扩时易产生较大的安全隐患,难以适应控制巷道围岩稳定性的要求,也达不到超大跨度切眼安全施工的要求。With the improvement of the degree of mechanization of coal mining, in order to meet the installation requirements of large-scale fully mechanized mining equipment, the width of cutting holes in many fully mechanized mining faces is designed to be 8m to 10m. For super-large-span cut-out construction, the main form of support for the cut-out in the fully mechanized mining face is shed support. The construction space of the roadway with shed support is small, which makes it difficult to install and construct the support. At the same time, the shed support is a passive support and cannot Effectively improve the bearing strength of surrounding rock finishing, the support method not only has high support costs and labor intensity, but also seriously threatens the normal production of mine safety and restricts the development of safe and efficient production of mines. Compared with passive support, the active support bolt support can make full use of the self-supporting capacity of the surrounding rock to change the load body into a bearing body, and maintain a high support resistance for the surrounding rock. However, in view of the structural characteristics of the super-large-span cut hole, the complex geological conditions of the surrounding rock, and the stress concentration caused by the secondary expansion, the use of conventional bolt support with strong concealment will make the deformation of the roadway surrounding rock particularly serious. , especially during the second expansion, it is easy to cause a large safety hazard, it is difficult to meet the requirements of controlling the stability of the surrounding rock of the roadway, and it cannot meet the requirements of safe construction of ultra-large-span cutting holes.
现有的扩帮安装同步法与传统的安装法相比,不仅安全性提高了,而且更省时和节约材料。扩帮安装同步法采用边扩帮、边安装的方法,大大缩短工程周期,改变了以前先打巷道再扩帮的传统作业模式,解决了传统空顶作业所带来的安全隐患,可极大的节约打锚杆、锚索、铺设安全网等所产生的相关费用。该工艺还可以回收传统工艺无法回收的放顶煤,极大的减少在工作面上的配套工作人员,节约人力成本。Compared with the traditional installation method, the existing synchronous method of side expansion installation not only improves the safety, but also saves time and materials. The synchronous method of side expansion and installation adopts the method of side expansion and side installation, which greatly shortens the project cycle, changes the traditional operation mode of first digging the roadway and then expanding the side, and solves the safety hazards brought by the traditional empty roof operation, which can greatly It saves the related costs of bolting, anchoring cables, laying safety nets, etc. This process can also recover caving coal that cannot be recovered by traditional processes, which greatly reduces the supporting staff on the working face and saves labor costs.
其中二自由度滑移式临时支护装置是扩帮安装同步法中重要的核心设备之一,但是现有常用的设备在使用过程中存在一些缺陷,主要表现在:Among them, the two-degree-of-freedom sliding temporary support device is one of the important core equipment in the synchronous method of side expansion installation, but the existing commonly used equipment has some defects in the process of use, mainly in the following areas:
1、现有的临时支护装置的升降机构采用固定的滑套结构,当巷道地面和顶面不平行时,装置易出现整体歪斜的问题,不能很好的支护顶板;1. The lifting mechanism of the existing temporary support device adopts a fixed sliding sleeve structure. When the roadway ground and the top surface are not parallel, the device is prone to the problem of overall skew and cannot support the roof well;
2、由于现有的临时支护装置较重,移架的工作阻力较大,当切眼坡度较大时,移架困难,需要其他装置辅助移动,对使用环境要求较高;2. Due to the heavy weight of the existing temporary support device, the working resistance of moving the frame is relatively large. When the slope of the cutting eye is large, it is difficult to move the frame, and other devices are needed to assist in the movement, which has high requirements for the use environment;
3、现有的临时支护装置推移步距较短,每个循环需多次降架前移,对巷道顶板影响较大;3. The existing temporary support device has a short step distance, and each cycle needs to be lowered and moved forward several times, which has a great impact on the roof of the roadway;
4、现有的支护装置在移架过程中顶部支护有空顶期,易出现落矸伤人情况。4. The existing supporting device has an empty roof period in the top support during the frame moving process, which is prone to fall and hurt people.
发明内容Contents of the invention
为了克服现有技术存在的上述不足,本发明设计了一种二自由度滑移式临时支护装置及其工作方法,该发明用于解决巷道地面和顶面不平行时,装置易出现整体歪斜的问题,同时移架时无需辅助设备,推移步距大,支护更加安全可靠。In order to overcome the above-mentioned deficiencies in the prior art, the present invention designs a two-degree-of-freedom sliding type temporary support device and its working method. At the same time, no auxiliary equipment is needed when moving the frame, the moving step is large, and the support is safer and more reliable.
为了解决上述问题,本发明一种二自由度滑移式临时支护装置,包括第一支护装置、移架驱动装置和第二支护装置,第一支护装置包括第一支护顶板、第一支护底板以及连接在第一支护顶板和第一支护底板之间的第一升降机构,第二支护装置包括第二支护顶板、第二支护底板以及连接在第二支护顶板和第二支护底板之间的第二升降机构,移架驱动装置连接在第一支护底板和第二支护底板之间;In order to solve the above problems, the present invention provides a two-degree-of-freedom sliding temporary support device, which includes a first support device, a frame-moving driving device and a second support device, and the first support device includes a first support top plate, The first support bottom plate and the first lifting mechanism connected between the first support top plate and the first support bottom plate, the second support device includes the second support top plate, the second support bottom plate and the second support The second lifting mechanism between the roof guard and the second support base, and the moving frame driving device is connected between the first support base and the second support base;
第一支护装置还包括第一临时支护板和临时支护板驱动装置;第二支护装置还包括第二临时支护板和临时支护板驱动装置;第一升降机构包括设在内侧的两组第一升降装置和设在外侧的两组第一升降调整装置,第二升降机构包括设在内侧的两组第二升降装置和设在外侧的两组第二升降调整装置;The first supporting device also includes a first temporary supporting board and a temporary supporting board driving device; the second supporting device also includes a second temporary supporting board and a temporary supporting board driving device; the first lifting mechanism includes a Two sets of first lifting devices and two sets of first lifting adjustment devices located on the outside, the second lifting mechanism includes two sets of second lifting devices located on the inside and two sets of second lifting adjustment devices located on the outside;
所述第一升降装置和第二升降装置结构相同,均包括第一直线驱动装置、升降装置连接铰链d和升降装置连接铰链a,第一直线驱动装置的上端通过升降装置连接铰链d连接在支护顶板、第一直线驱动装置的下端通过升降装置连接铰链a连接在支护底板;The first lifting device and the second lifting device have the same structure, and both include a first linear drive device, a lifting device connecting hinge d and a lifting device connecting hinge a, and the upper end of the first linear driving device is connected by the lifting device connecting hinge d. On the support top plate, the lower end of the first linear drive device is connected to the support bottom plate through the lifting device connecting hinge a;
第一升降调整装置和第二升降调整装置结构相同,均包括第二直线驱动装置、第三直线驱动装置、升降装置连接铰链b、升降装置连接铰链c和升降装置连接铰链e,升降装置连接铰链b和升降装置连接铰链c固定在第一支护底板或第二支护底板上端,升降装置连接铰链e固定在第一支护顶板或第二支护顶板上,第二直线驱动装置和第三直线驱动装置的上端共同连接在铰接在升降装置连接铰链e上,第二直线驱动装置和第三直线驱动装置的下端分别铰接在升降装置连接铰链b和升降装置连接铰链c上;The first lifting adjustment device and the second lifting adjustment device have the same structure, and both include a second linear drive device, a third linear drive device, a lifting device connecting hinge b, a lifting device connecting hinge c and a lifting device connecting hinge e, and the lifting device connecting hinge b and the lifting device connection hinge c are fixed on the top of the first support bottom plate or the second support bottom plate, the lifting device connection hinge e is fixed on the first support top plate or the second support top plate, the second linear drive device and the third The upper end of the linear driving device is jointly connected to the connecting hinge e of the lifting device, and the lower ends of the second linear driving device and the third linear driving device are respectively hinged on the connecting hinge b of the lifting device and the connecting hinge c of the lifting device;
所述第一支护顶板和第二支护顶板内均具有矩形空腔,第一临时支护板套装在第一支护顶板的空腔内并在临时支护板驱动装置的驱动下向两侧伸出或缩进,第二临时支护板套装在第二支护顶板的空腔内并在临时支护板驱动装置的驱动下向两侧伸出或缩进。Both the first support top plate and the second support top plate have a rectangular cavity, and the first temporary support plate is set in the cavity of the first support top plate and is driven by the temporary support plate driving device to the two sides. The side protrudes or retracts, and the second temporary support plate is sleeved in the cavity of the second support top plate and is protruded or retracted to both sides under the drive of the temporary support plate driving device.
第一临时支护板在临时支护板驱动装置的驱动下可以在第一支护顶板内向左或者向右移动;第二临时支护板在临时支护板驱动装置的驱动下可以在第二支护顶板内向左或者向右移动;在移架直线驱动装置的作用下,第一底板和第二底板能产生水平方向上的相对运动,从而使得滑移式临时支护装置可以自动沿工作方向移动,这种结构可以使本装置在移架和工作中时刻有支护板对顶板进行支护,在巷道顶板上形成两块支护临时支护区域,从而在刷扩作业中,临时支护巷道的顶板,保护人员和设备安全,避免了落矸伤人和损伤设备等情况的发生;升降机构包括可以使支护顶板沿竖直方向向上移动的升降装置,以及可以使支护顶板可以围绕连接铰链e转动的升降调整装置,进而使得该支护装置可以对前进方向的巷道地面和顶板间存在较大角度的情况具有良好的适应性。因此第一支护装置和第二支护装置在升降调整装置、支护顶板、临时支护板、临时支护板驱动装置的共同作用下,产生支护顶板顶升,进而进行巷道顶面适应性支护,临时支护板伸缩进行临时支护的支护动作。The first temporary support plate can move left or right in the first support top plate under the driving of the temporary support plate driving device; the second temporary support plate can move in the second temporary support plate driving device. The support top plate moves to the left or right; under the action of the linear drive device for moving the frame, the first bottom plate and the second bottom plate can produce relative movement in the horizontal direction, so that the sliding temporary support device can automatically move along the working direction Mobile, this structure can make the device always have a support plate to support the roof during the moving and working, and form two temporary support areas on the roof of the roadway, so that during the brushing operation, the temporary support The roof of the roadway protects the safety of personnel and equipment, and avoids the occurrence of gangue injury and equipment damage; the lifting mechanism includes a lifting device that can move the supporting roof upward in the vertical direction, and can make the supporting roof move around The lifting adjustment device that is connected to the rotation of the hinge e makes the support device have good adaptability to the situation that there is a large angle between the roadway ground and the roof in the advancing direction. Therefore, under the combined action of the first support device and the second support device, the lifting adjustment device, the support roof, the temporary support plate, and the temporary support plate driving device, the support roof is lifted, and then the top surface of the roadway is adapted. Permanent support, the temporary support plate expands and contracts to carry out the support action of temporary support.
进一步的,临时支护板驱动装置包括增速齿轮组、齿轮滑块座、临时直线驱动装置、固定齿条和活动齿条,固定齿条固接在固定导轨上,固定导轨固定在第一支护顶板或第二支护顶板的下端,活动齿条固定在第一临时支护板或第二临时支护板的下端,临时直线驱动装置一端通过临时驱动装置连接铰链a和第一支护顶板或第二支护顶板连接,另一端通过临时驱动装置连接铰链b和齿轮滑块座连接,增速齿轮组安装在齿轮滑块座上,齿轮滑块座卡装在固定导轨上并可沿着导轨滑动,第一支护顶板和第二支护顶板的底部开有长孔,长孔的开孔位置、活动齿条的安装位置和增速齿轮组中大齿轮在同一竖直平面,固定齿条的安装位置和增速齿轮组中小齿轮在同一竖直平面内,增速齿轮组中的大齿轮与上端的活动齿条啮合、小齿轮与下端的固定齿条啮合。Further, the temporary support plate driving device includes a speed-increasing gear set, a gear slider seat, a temporary linear driving device, a fixed rack and a movable rack, the fixed rack is fixedly connected to the fixed guide rail, and the fixed guide rail is fixed on the first branch. The lower end of the top protection plate or the second support top plate, the movable rack is fixed on the lower end of the first temporary support plate or the second temporary support plate, and one end of the temporary linear drive device is connected to the hinge a and the first support top plate through the temporary drive device Or the second support top plate is connected, and the other end is connected with the gear slider seat through the temporary driving device connecting hinge b, the speed-increasing gear set is installed on the gear slider seat, and the gear slider seat is clamped on the fixed guide rail and can be moved along the The guide rail slides, and the bottom of the first support top plate and the second support top plate has a long hole. The opening position of the long hole, the installation position of the movable rack and the large gear in the speed-up gear set are on the same vertical plane, and the fixed gear The mounting position of the bar is in the same vertical plane as the pinion in the speed-up gear set, the bull gear in the speed-up gear set meshes with the movable rack on the upper end, and the pinion meshes with the fixed rack on the lower end.
由于临时支护板和支护顶板长度相差不大,并且临时支护板需要在支护顶板的两端都能伸出,所以临时支护板的极限工作行程较长,临时支护板的驱动点位置也需要在跟随临时支护板的运动而运动,临时直线驱动装置的伸缩运动带动增速齿轮组和齿轮滑块座沿着固定导轨移动,由于固定齿条固接在固定导轨上,因此增速齿轮组上的齿轮在与固定齿条啮合移动的过程将直线运动转为旋转运动,齿轮穿过第一支护顶板和第二支护顶板底部的长孔与第一临时支护板或第二临时支护板底部的活动齿条啮合,进而带动第一临时支护板或第二临时支护板向两侧伸出或缩回。Since the length of the temporary support plate and the support roof is not much different, and the temporary support plate needs to protrude from both ends of the support roof, the limit working stroke of the temporary support plate is longer, and the driving point of the temporary support plate The position also needs to move following the movement of the temporary support plate. The telescopic movement of the temporary linear drive device drives the speed-increasing gear set and the gear slider seat to move along the fixed guide rail. Since the fixed rack is fixed on the fixed guide rail, the increase The gear on the high-speed gear set converts linear motion into rotary motion during the process of meshing with the fixed rack. The gear passes through the long holes at the bottom of the first support top plate and the second support top plate and connects with the first temporary support plate or the second support plate. The movable racks at the bottom of the two temporary support plates are engaged, and then drive the first temporary support plate or the second temporary support plate to extend or retract to both sides.
进一步的,第一支护装置和第二支护装置之间还安装有移架辅助装置,所述移架辅助装置包括设在第一支护装置和第二支护装置底部的抬底导轨和导轨直线驱动装置,导轨直线驱动装置的一端通过导轨连接铰链a与抬底导轨的中部相连,另一端通过导轨连接铰链b与第二底板的下端右侧位置相连。Further, an auxiliary device for moving the frame is also installed between the first support device and the second support device, and the auxiliary device for moving the frame includes bottom lifting guide rails and Guide rail linear drive device, one end of the guide rail linear drive device is connected to the middle part of the bottom lifting guide rail through the guide rail connection hinge a, and the other end is connected to the lower right side of the second bottom plate through the guide rail connection hinge b.
导轨直线驱动装置在第一支护装置移动后,将抬底导轨拉到指定工作位置,方便进行下一个工作循环。After the first supporting device moves, the guide rail linear drive device pulls the bottom lifting guide rail to the designated working position, which is convenient for the next working cycle.
进一步的,第一底板的下端四角处设有抬底机构,所述抬底机构包括与第一底板相连的抬底直线驱动装置,抬底直线驱动装置的另一端与抬底滑块相连,抬底滑块可在第一底板下端沿竖直方向滑动,抬底滑块上安装有抬底滚轮,抬底滚轮可在抬底导轨上滑动。Further, a bottom-lifting mechanism is provided at the four corners of the lower end of the first bottom plate, and the bottom-lifting mechanism includes a bottom-lifting linear drive device connected to the first bottom plate, and the other end of the bottom-lifting linear drive device is connected with a bottom-lifting slider. The bottom slide block can slide in the vertical direction at the lower end of the first base plate, and bottom lift rollers are installed on the bottom lift slide block, and the bottom lift rollers can slide on the bottom lift guide rails.
进一步的,第一底板和第二底板的下端两侧开有导向槽,抬底导轨被卡装在导向槽内,导轨的底部与第二底板的底部平齐。Further, there are guide grooves on both sides of the lower ends of the first bottom plate and the second bottom plate, and the bottom-lifting guide rail is clamped in the guide groove, and the bottom of the guide rail is flush with the bottom of the second bottom plate.
在支护作业时,直线驱动装置不工作,第一底板和抬底导轨同时接触地面,增大滑移式临时支护装置的稳定性;当第一支护装置向前运动时,直线驱动装置工作向上伸出,从而使第一底板离开地面,第一支护装置的载荷依次通过四个直线驱动装置、抬底导轨传入地面,此时,抬底滚轮在抬底导轨在滚动。由于第一支护装置还装有用于刷扩作业的挖掘机,因此在移动第一支护装置和巷道地面之间的摩擦力比第二支护装置和巷道地面之间的摩擦力大的多,所以利用抬底机构将第一支护装置整体抬起,移动时,第一支护装置移动的主要阻力就转为抬底滚轮在抬底导轨上的滚动摩擦力,大大减小第一支护装置向前运动时的工作阻力,方便该装置在巷道地面有一定坡度时的滑移前行。During the support operation, the linear drive device does not work, and the first bottom plate and the bottom lifting guide rail touch the ground at the same time, which increases the stability of the sliding temporary support device; when the first support device moves forward, the linear drive device The work stretches out upwards, so that the first base plate leaves the ground, and the load of the first support device is introduced into the ground through four linear drive devices and the bottom-lifting guide rail successively. At this time, the bottom-lifting rollers are rolling on the bottom-lifting guide rail. Since the first support device is also equipped with an excavator for brushing operations, the friction between the moving first support device and the roadway ground is much larger than that between the second support device and the roadway ground , so use the bottom lifting mechanism to lift the first supporting device as a whole. When moving, the main resistance of the first supporting device to move is the rolling friction force of the bottom lifting roller on the bottom lifting guide rail, which greatly reduces the first supporting device. When the protection device moves forward, it is convenient for the device to slide forward when the roadway ground has a certain slope.
一种二自由度滑移式临时支护装置工作方法,包括以下步骤:A working method of a two-degree-of-freedom sliding type temporary support device, comprising the following steps:
第一步、将本装置运送到工作面,调试并组装完成,其他配套设备准备就绪;The first step is to transport the device to the working face, debug and assemble, and other supporting equipment is ready;
第二步、滑移式挖掘机在二自由度滑移式临时支护装置的支护下落煤,落煤后暴露的顶板采用第二支护装置上的第二临时支护板前伸支护;In the second step, the sliding excavator drops the coal under the support of the two-degree-of-freedom sliding temporary support device, and the exposed roof is supported by the second temporary support plate on the second support device;
第三步、第二支护装置中的二临时支护板收回,第一支护装置上的第一临时支护板前伸护顶后,第二支护装置前移后降架;In the third step, the two temporary support plates in the second support device are retracted, and the first temporary support plate on the first support device stretches forward to protect the roof, and the second support device moves forward and then lowers the frame;
第四步、第二支护装置达到指定工位顶升支护,第二支护装置上中的第二临时支护板后伸护顶,第一支护装置中的第一临时支护板缩回,第一支护装置降架;The fourth step, the second support device reaches the designated station for jacking support, the second temporary support plate on the second support device stretches back to protect the roof, and the first temporary support plate in the first support device Retract, the first support device lowers;
第五步、第二支护装置在移架直线驱动装置的拖动下前移,第二支护装置中的第二临时支护板后伸护顶,第一支护装置中的第一临时支护板后伸保护;The fifth step, the second support device moves forward under the drag of the moving linear drive device, the second temporary support plate in the second support device stretches back to protect the roof, and the first temporary support plate in the first support device Rear extension protection of the support plate;
第六步、第二支护装置中的第二临时支护板收回,抬底导轨前移复位,第一支护装置顶升支护,在后部空顶处放入用于支护的液压支架;Step 6: The second temporary support plate in the second support device is retracted, the bottom lifting guide rail is moved forward and reset, the first support device is lifted and supported, and the hydraulic pressure for support is placed in the rear empty roof. bracket;
第七步、第一支护装置中的第一临时支护板收回,液压支架顶升支护。In the seventh step, the first temporary support plate in the first support device is retracted, and the hydraulic support is lifted for support.
第八步、重复第一至第七步骤,可实现二自由度滑移式临时支护装置的临时支护和自动滑移动作。The eighth step, repeating the first to seventh steps, can realize the temporary support and automatic sliding action of the two-degree-of-freedom sliding temporary support device.
本文所述的第一直线驱动装置3021,第二直线驱动装置3022,第三直线驱动装置3023,移架直线驱动装置2012,抬底直线驱动装置1011,导轨直线驱动装置2003,临时直线驱动装置3056,在实现时可以采用液压缸,电动缸等直线驱动装置。The first linear drive device 3021, the second linear drive device 3022, the third linear drive device 3023, the rack moving linear drive device 2012, the bottom lifting linear drive device 1011, the guide rail linear drive device 2003, and the temporary linear drive device described herein 3056, when it is realized, linear drive devices such as hydraulic cylinders and electric cylinders can be used.
本发明与现有现有技术相比,优势在于:Compared with the prior art, the present invention has the advantages of:
1、二自由度滑移式临时支护装置的支护顶板采用可活动的铰链和升降装置连接,支护顶板可以有两个运动,一个沿竖直方向上的平动,另一个是绕顶板升降装置连接铰链e的转动。因为在实际工况中,巷道的顶面和地面不可能保证严格的平行关系,传统的顶升机构和其顶部和底部都采用固接形式,在这种工况下,顶升支护会使巷道顶板受力不均,破坏巷道顶板,同时其设备容易因局部受力过大,造成设备发生严重的损坏。本发明由于其支护顶板有两个自由度,可以很好的适应这种恶劣的工况,因而对巷道顶板和地面不平行情况下的适应性好;1. The support top plate of the two-degree-of-freedom sliding temporary support device is connected by a movable hinge and a lifting device. The support top plate can have two movements, one is translation along the vertical direction, and the other is around the top plate. The lifting device connects the rotation of the hinge e. Because in actual working conditions, it is impossible to ensure a strict parallel relationship between the top surface and the ground of the roadway, the traditional jacking mechanism and its top and bottom are fixed. In this working condition, the jacking support will make the The uneven stress on the roof of the roadway will damage the roof of the roadway. At the same time, the equipment is prone to serious damage due to excessive local force. Because the supporting roof has two degrees of freedom, the present invention can well adapt to such harsh working conditions, so it has good adaptability to the condition that the roof of the roadway is not parallel to the ground;
2、临时支护板的驱动装置采用特殊的齿轮组和齿条配合的设计,使得临时支护板可以从支护顶板两侧伸出,在移架和工作中,第一支护装置和第二支护装置中间部位在支护时刻有临时支护板保护,避免了落矸伤人和损伤设备的发生;2. The driving device of the temporary support plate adopts a special gear set and gear rack design, so that the temporary support plate can protrude from both sides of the support top plate. When moving and working, the first support device and the second support The middle part of the second support device is protected by a temporary support plate at the time of support, which avoids the occurrence of falling gangue injury and damage to equipment;
3、装置采用抬底装置和导轨组合方式。由于在实际工作中,当临时支护装置滑移前进时,滑移式挖掘机会停放在第一支护装置上。采用本结构使得质量较大的第一支护装置在导轨直线驱动装置的作用下在抬底导轨上滚动前行,前进过程中不直接和地面接触,前进中阻力较小,在目前设备无法正常移动的切眼坡度较大的情况下,滑移前进性能好;3. The device adopts the combination of bottom lifting device and guide rail. Because in actual work, when the temporary support device slides forward, the skid-steer excavator will be parked on the first support device. With this structure, the first supporting device with a large mass rolls forward on the bottom-lifting guide rail under the action of the guide rail linear drive device. It does not directly contact the ground during the advancement process, and the resistance during the advancement is small. At present, the equipment cannot work normally. When the moving cutout slope is large, the sliding forward performance is good;
4、且临时支护板可以在支护装置两侧伸出,可保证的有效区域较长,使得装置推移步距较长,每个循环仅需一次降架前移,解决了现有支护装置需要多次降架前移的缺点;4. And the temporary support plate can protrude from both sides of the support device, which can guarantee a longer effective area, making the device move a longer step distance, and each cycle only needs to be lowered and moved forward, which solves the problem of existing support The disadvantage that the device needs to be lowered and moved forward multiple times;
5、本法提到的滑移式临时支护装置的工作方法可以极大的提升刷安一体化工艺的工作效率,临时支护装置支护作业面处的巷道顶板,保护的其下部的设备和人员,后边的液压支架则是长期支护巷道顶板。5. The working method of the sliding temporary support device mentioned in this law can greatly improve the working efficiency of the integrated process of brushing and safety. The temporary support device supports the roadway roof at the working surface and protects the equipment below it. and personnel, the hydraulic support at the back is to support the roof of the roadway for a long time.
附图说明Description of drawings
图1是本发明装置的整体结构示意图;Fig. 1 is the overall structural representation of device of the present invention;
图2是本发明中第二支护装置结构示意图;Fig. 2 is the structural representation of the second supporting device in the present invention;
图3是本发明底部连接示意图;Fig. 3 is a schematic diagram of the connection at the bottom of the present invention;
图4是本发明底部结构爆炸图;Fig. 4 is an exploded view of the bottom structure of the present invention;
图5是本发明中临时支护板驱动装置的结构爆炸图;Fig. 5 is the structural exploded view of temporary support plate driving device among the present invention;
图6是本发明中工作方法的第一步;Fig. 6 is the first step of working method among the present invention;
图7是本发明中工作方法的第二步;Fig. 7 is the second step of working method among the present invention;
图8是本发明中工作方法的第三步;Fig. 8 is the third step of working method among the present invention;
图9是本发明中工作方法的第四步;Fig. 9 is the 4th step of working method among the present invention;
图10是本发明中工作方法的第五步;Fig. 10 is the 5th step of working method among the present invention;
图11是本发明中工作方法的第六步;Fig. 11 is the 6th step of working method among the present invention;
图12是本发明中工作方法的第七步;Fig. 12 is the seventh step of working method among the present invention;
图中:100-第一支护装置,101-第一底板,102-第一升降调整装置,103-第一支护顶板,104-第一临时支护板,200-移架辅助装置,201-移架驱动装置,300-第二支护装置,301-第二底板,302-第二升降调整装置,303-第二支护顶板,304-第二临时支护板,305-临时支护板驱动装置,3021-第一直线驱动装置,3022-第二直线驱动装置,3023-第三直线驱动装置,3024-升降装置连接铰链a,3025-升降装置连接铰链b,3026-升降装置连接铰链c,3027-升降装置连接铰链d,3028-升降装置连接铰链e,2011-移架装置连接铰链a,2012-移架直线驱动装置,2013-移架装置连接铰链b,1011-抬底直线驱动装置,1012-抬底滑块,1013-抬底滚轮,2001-导轨连接铰链a,2002-抬底导轨,2003-导轨直线驱动装置,2004-导轨连接铰链b,3053-临时驱动装置连接铰链a,3054-增速齿轮组,3055-齿轮滑块座,3056-临时直线驱动装置,3057-固定齿条,3058-固定导轨,3059-活动齿条,3060-临时驱动装置连接铰链b;400、液压支架In the figure: 100-the first support device, 101-the first bottom plate, 102-the first lifting adjustment device, 103-the first support top plate, 104-the first temporary support plate, 200-moving auxiliary device, 201 -moving frame drive device, 300-second support device, 301-second bottom plate, 302-second lifting adjustment device, 303-second support top plate, 304-second temporary support plate, 305-temporary support Plate driving device, 3021-first linear driving device, 3022-second linear driving device, 3023-third linear driving device, 3024-lifting device connection hinge a, 3025-lifting device connection hinge b, 3026-lifting device connection Hinge c, 3027-lifting device connecting hinge d, 3028-lifting device connecting hinge e, 2011-moving device connecting hinge a, 2012-moving linear drive device, 2013-moving device connecting hinge b, 1011-bottom lifting line Driving device, 1012-lifting bottom slider, 1013-bottom lifting roller, 2001-rail connecting hinge a, 2002-bottom lifting guide rail, 2003-rail linear drive device, 2004-rail connecting hinge b, 3053-temporary driving device connecting hinge a, 3054-increasing gear set, 3055-gear slider seat, 3056-temporary linear drive device, 3057-fixed rack, 3058-fixed guide rail, 3059-movable rack, 3060-temporary drive device connecting hinge b; 400 ,Hydraulic support
具体实施方式Detailed ways
下面结合附图对本发明做详细的阐述。为了方便描述,将图6的左侧定义为前,右侧定义为后。The present invention will be described in detail below in conjunction with the accompanying drawings. For convenience of description, the left side of Fig. 6 is defined as the front, and the right side is defined as the rear.
如图1和图2所示,一种二自由度滑移式临时支护装置,包括第一支护装置100、移架驱动装置201和第二支护装置300,第一支护装置100包括第一支护顶板103、第一支护底板101以及连接在第一支护顶板103和第一支护底板101之间的第一升降机构,第二支护装置300包括第二支护顶板303、第二支护底板301以及连接在第二支护顶板303和第二支护底板301之间的第二升降机构,移架驱动装置201连接在第一支护底板101和第二支护底板301之间;As shown in Figures 1 and 2, a two-degree-of-freedom sliding type temporary support device includes a first support device 100, a frame moving drive device 201 and a second support device 300, and the first support device 100 includes The first support top plate 103, the first support bottom plate 101 and the first lifting mechanism connected between the first support top plate 103 and the first support bottom plate 101, the second support device 300 includes a second support top plate 303 , the second support base plate 301 and the second elevating mechanism connected between the second support top plate 303 and the second support base plate 301, the frame-moving driving device 201 is connected to the first support base plate 101 and the second support base plate Between 301;
第一支护装置还100包括第一临时支护板104和临时支护板驱动装置305;第二支护装置300还包括第二临时支护板304和临时支护板驱动装置305;第一升降机构包括设在内侧的两组第一升降装置和设在外侧的两组第一升降调整装置102,第二升降机构包括设在内侧的两组第二升降装置和设在外侧的两组第二升降调整装置302;The first support device 100 also includes a first temporary support plate 104 and a temporary support plate driving device 305; the second support device 300 also includes a second temporary support plate 304 and a temporary support plate driving device 305; The lifting mechanism includes two groups of first lifting devices located on the inside and two groups of first lifting adjustment devices 102 located on the outside, and the second lifting mechanism includes two groups of second lifting devices located on the inside and two groups of first lifting devices located on the outside. Two lifting adjustment device 302;
所述第一升降装置和第二升降装置结构相同,均包括第一直线驱动装置3021、升降装置连接铰链d3027和升降装置连接铰链a3024,第一直线驱动装置3021的上端通过升降装置连接铰链d3027连接在支护顶板、第一直线驱动装置3021的下端通过升降装置连接铰链a3024连接在支护底板;The first lifting device and the second lifting device have the same structure, and both include a first linear drive device 3021, a lifting device connecting hinge d3027 and a lifting device connecting hinge a3024, and the upper end of the first linear driving device 3021 is connected to the hinge through the lifting device d3027 is connected to the support top plate, and the lower end of the first linear drive device 3021 is connected to the support bottom plate through the lifting device connecting hinge a3024;
第一升降调整装置和第二升降调整装置结构相同,均包括第二直线驱动装置3022、第三直线驱动装置3023、升降装置连接铰链b3025、升降装置连接铰链c3026和升降装置连接铰链e3028,升降装置连接铰链b3025和升降装置连接铰链c3026固定在第一支护底板101或第二支护底板301上端,升降装置连接铰链e3028固定在第一支护顶板103或第二支护顶板303上,第二直线驱动装置3022和第三直线驱动装置3023的上端共同连接在铰接在升降装置连接铰链e3028上,第二直线驱动装置3022和第三直线驱动装置3023的下端分别铰接在升降装置连接铰链b3025和升降装置连接铰链c3026上;The first lifting adjustment device and the second lifting adjustment device have the same structure, both including the second linear drive device 3022, the third linear drive device 3023, the lifting device connecting hinge b3025, the lifting device connecting hinge c3026 and the lifting device connecting hinge e3028, the lifting device The connecting hinge b3025 and the lifting device connecting hinge c3026 are fixed on the upper end of the first support bottom plate 101 or the second support bottom plate 301, the lifting device connection hinge e3028 is fixed on the first support top plate 103 or the second support top plate 303, and the second The upper ends of the linear driving device 3022 and the third linear driving device 3023 are jointly connected to the elevating device connecting hinge e3028, and the lower ends of the second linear driving device 3022 and the third linear driving device 3023 are respectively hinged on the elevating device connecting hinge b3025 and the elevating device. The device is connected to the hinge c3026;
所述第一支护顶板103和第二支护顶板303内均具有矩形空腔,第一临时支护板104套装在第一支护顶板103的空腔内并在临时支护板驱动装置305的驱动下向两侧伸出或缩进,第二临时支护板304套装在第二支护顶板303的空腔内并在临时支护板驱动装置305的驱动下向两侧伸出或缩进。Both the first support top plate 103 and the second support top plate 303 have a rectangular cavity, and the first temporary support plate 104 is set in the cavity of the first support top plate 103 and is mounted on the temporary support plate driving device 305 The second temporary support plate 304 is set in the cavity of the second support top plate 303 and protrudes or retracts to both sides under the drive of the temporary support plate driving device 305. Enter.
第一临时支护板104在临时支护板驱动装置305的驱动下可以在第一支护顶板103内向左或者向右移动;第二临时支护板304在临时支护板驱动装置305的驱动下可以在第二支护顶板303内向左或者向右移动;在移架直线驱动装置2012的作用下,第一底板101和第二底板301能产生水平方向上的相对运动,从而使得滑移式临时支护装置可以自动沿工作方向移动,这种结构可以使本装置在移架和工作中时刻有支护板对顶板进行支护,在巷道顶板上形成两块支护临时支护区域,从而在刷扩作业中,临时支护巷道的顶板,保护人员和设备安全,避免了落矸伤人和损伤设备等情况的发生;升降机构包括可以使支护顶板沿竖直方向向上移动的升降装置,以及可以使支护顶板可以围绕升降装置连接铰链e3028转动的升降调整装置,进而使得该支护装置可以对前进方向的巷道地面和顶板间存在较大角度的情况具有良好的适应性。因此第一支护装置和第二支护装置在升降调整装置、支护顶板、临时支护板、临时支护板驱动装置的共同作用下,产生支护顶板顶升,进而进行巷道顶面适应性支护,临时支护板伸缩进行临时支护的支护动作。The first temporary support plate 104 can move left or right in the first support top plate 103 under the driving of the temporary support plate driving device 305; The bottom can move left or right in the second support top plate 303; under the action of the moving linear drive device 2012, the first bottom plate 101 and the second bottom plate 301 can produce relative movement in the horizontal direction, so that the sliding type The temporary support device can automatically move along the working direction. This structure enables the device to have a support plate to support the roof at all times when the device is moving and working, and two temporary support areas are formed on the roof of the roadway, thereby During the expansion operation, the roof of the roadway is temporarily supported to protect the safety of personnel and equipment, and avoid the occurrence of injuries and equipment damage caused by falling gangue; the lifting mechanism includes a lifting device that can move the supporting roof upward in the vertical direction , and the lifting adjustment device that can make the support top plate rotate around the lifting device connection hinge e3028, so that the support device can have good adaptability to the situation that there is a large angle between the roadway ground and the roof in the advancing direction. Therefore, under the combined action of the first support device and the second support device, the lifting adjustment device, the support roof, the temporary support plate, and the temporary support plate driving device, the support roof is lifted, and then the top surface of the roadway is adapted. Permanent support, the temporary support plate expands and contracts to carry out the support action of temporary support.
如图1和图5所示,临时支护板驱动装置305包括增速齿轮组3054、齿轮滑块座3055、临时直线驱动装置3056、固定齿条3057和活动齿条3059,固定齿条3057固接在固定导轨3058上,固定导轨3058固定在第一支护顶板103或第二支护顶板303的下端,活动齿条3059固定在第一临时支护板104或第二临时支护板304的下端,临时直线驱动装置3056一端通过临时驱动装置连接铰链a3053和第一支护顶板103或第二支护顶板303连接,另一端通过临时驱动装置连接铰链b3060和齿轮滑块座3055连接,增速齿轮组3054安装在齿轮滑块座3055上,齿轮滑块座3055卡装在固定导轨3058上并可沿着导轨滑动,第一支护顶板103和第二支护顶板303的底部开有长孔,长孔的开孔位置、活动齿条3059的安装位置和增速齿轮组3054中大齿轮在同一竖直平面,固定齿条3057的安装位置和增速齿轮组3054中小齿轮在同一竖直平面内,增速齿轮组3054中的大齿轮与上端的活动齿条3059啮合、小齿轮与下端的固定齿条3057啮合。As shown in Figures 1 and 5, the temporary support plate driving device 305 includes a speed increasing gear set 3054, a gear slider seat 3055, a temporary linear driving device 3056, a fixed rack 3057 and a movable rack 3059, and the fixed rack 3057 is fixed. Connected on the fixed guide rail 3058, the fixed guide rail 3058 is fixed on the lower end of the first support top plate 103 or the second support top plate 303, and the movable rack 3059 is fixed on the first temporary support plate 104 or the second temporary support plate 304 At the lower end, one end of the temporary linear drive device 3056 is connected to the first support top plate 103 or the second support top plate 303 through the temporary drive device connection hinge a3053, and the other end is connected to the gear slider seat 3055 through the temporary drive device connection hinge b3060 to speed up The gear set 3054 is installed on the gear slider seat 3055, and the gear slider seat 3055 is clamped on the fixed guide rail 3058 and can slide along the guide rail. The bottoms of the first support top plate 103 and the second support top plate 303 have long holes , the opening position of the long hole, the installation position of the movable rack 3059 and the large gear in the speed-up gear set 3054 are on the same vertical plane, the installation position of the fixed rack 3057 and the small gear in the speed-up gear set 3054 are on the same vertical plane Inside, the large gear in the speed-up gear set 3054 meshes with the movable rack 3059 at the upper end, and the pinion meshes with the fixed rack 3057 at the lower end.
由于临时支护板和支护顶板长度相差不大,并且临时支护板需要在支护顶板的两端都能伸出,所以临时支护板的极限工作行程较长,临时支护板的驱动点位置也需要在跟随临时支护板的运动而运动,临时直线驱动装置3056的伸缩运动带动增速齿轮组3054和齿轮滑块座3055沿着固定导轨3058移动,由于固定齿条3057固接在固定导轨3058上,因此增速齿轮组3054上的齿轮在与固定齿条3057啮合移动的过程将直线运动转为旋转运动,齿轮穿过第一支护顶板103和第二支护顶板303底部的长孔与第一临时支护板104或第二临时支护板304底部的活动齿条3059啮合,进而带动第一临时支护板104或第二临时支护板304向两侧伸出或缩回。Since the length of the temporary support plate and the support roof is not much different, and the temporary support plate needs to protrude from both ends of the support roof, the limit working stroke of the temporary support plate is longer, and the driving point of the temporary support plate The position also needs to move following the movement of the temporary support plate. The telescopic movement of the temporary linear drive device 3056 drives the speed-increasing gear set 3054 and the gear slider seat 3055 to move along the fixed guide rail 3058. Since the fixed rack 3057 is fixed on the fixed on the guide rail 3058, so the gear on the speed-increasing gear set 3054 converts the linear motion into a rotary motion during the process of meshing with the fixed rack 3057, and the gear passes through the length at the bottom of the first support top plate 103 and the second support top plate 303 The hole engages with the movable rack 3059 at the bottom of the first temporary support plate 104 or the second temporary support plate 304, and then drives the first temporary support plate 104 or the second temporary support plate 304 to extend or retract to both sides .
如图1、图3和图4所示,第一支护装置100和第二支护装置300之间还安装有移架辅助装置200,所述移架辅助装置包括设在第一支护装置100和第二支护装置300底部的抬底导轨2002和导轨直线驱动装置2003,导轨直线驱动装置2003的一端导轨连接铰链a2001与抬底导轨2002的中部相连,另一端通过导轨连接铰链b2004与第二底板301的下端右侧位置相连。As shown in Fig. 1, Fig. 3 and Fig. 4, an auxiliary device for moving frame 200 is also installed between the first support device 100 and the second support device 300, and the auxiliary device for moving frame includes 100 and the bottom lifting guide rail 2002 at the bottom of the second support device 300 and the guide rail linear drive device 2003, one end of the guide rail linear drive device 2003 is connected to the middle part of the bottom lifting guide rail 2002 with the guide rail connection hinge a2001, and the other end is connected to the second rail connection hinge b2004 through the guide rail connection hinge b2004. The right sides of the lower ends of the two bottom plates 301 are connected.
导轨直线驱动装置2003在第一支护装置100移动后,将抬底导轨2002拉到指定工作位置,方便进行下一个工作循环。After the first supporting device 100 moves, the guide rail linear drive device 2003 pulls the bottom lifting guide rail 2002 to the designated working position, so as to facilitate the next working cycle.
如图4所示,第一底板101的下端四角处设有抬底机构,所述抬底机构包括与第一底板101相连的抬底直线驱动装置1011,抬底直线驱动装置1011的另一端与抬底滑块1012相连,抬底滑块1012上安装有抬底滚轮1013,抬底滑块1012可在第一底板101下端沿竖直方向滑动,抬底滑块1012,抬底滚轮1013可在抬底导轨2002上滑动。As shown in Figure 4, the four corners of the lower end of the first bottom plate 101 are provided with a bottom lifting mechanism, and the bottom lifting mechanism includes a bottom lifting linear drive device 1011 connected with the first bottom plate 101, and the other end of the bottom lifting linear drive device 1011 is connected to The bottom lifting slider 1012 is connected, the bottom lifting slider 1012 is equipped with a bottom lifting roller 1013, the bottom lifting slider 1012 can slide vertically at the lower end of the first base plate 101, the bottom lifting slider 1012, the bottom lifting roller 1013 can be Slide on the bottom lifting guide rail 2002.
第一底板101和第二底板301的下端两侧开有导向槽,抬底导轨2002被卡装在导向槽内,导轨的底部与第二底板301的底部平齐。Both sides of the lower ends of the first bottom plate 101 and the second bottom plate 301 are provided with guide grooves, and the bottom lifting guide rail 2002 is clamped in the guide groove, and the bottom of the guide rail is flush with the bottom of the second bottom plate 301 .
在支护作业时,直线驱动装置1011不工作,第一底板101和抬底导轨2002同时接触地面,增大滑移式临时支护装置的稳定性;当第一支护装置100向前运动时,直线驱动装置1011顶升,抬底滑块1012相对第一底板的101滑槽竖直向下运动,从而使第一底板101离开地面,第一支护装置100的载荷依次通过四个直线驱动装置1011、抬底导轨2002传入地面,此时,抬底滚轮1013在抬底导轨2002在滚动。由于第一支护装置100还装有用于刷扩作业的挖掘机,因此在移动第一支护装置100和巷道地面之间的摩擦力比第二支护装置300和巷道地面之间的摩擦力大的多,所以利用抬底机构将第一支护装置100整体抬起,移动时,第一支护装置100移动的主要阻力就转为抬底滚轮1013在抬底导轨2002上的滚动摩擦力,大大减小第一支护装置100向前运动时的工作阻力,方便该装置在巷道地面有一定坡度时的滑移前行。During the support operation, the linear drive device 1011 does not work, and the first bottom plate 101 and the bottom lifting guide rail 2002 contact the ground at the same time, which increases the stability of the sliding type temporary support device; when the first support device 100 moves forward , the linear driving device 1011 lifts up, and the bottom lifting slider 1012 moves vertically downward relative to the 101 chute of the first bottom plate, so that the first bottom plate 101 leaves the ground, and the load of the first support device 100 passes through four linear drives in turn. The device 1011 and the bottom-lifting guide rail 2002 are imported into the ground, and at this moment, the bottom-lifting rollers 1013 are rolling on the bottom-lifting guide rail 2002. Since the first support device 100 is also equipped with an excavator for brushing and expanding operations, the frictional force between the moving first support device 100 and the roadway ground is higher than that between the second support device 300 and the roadway ground. It is much larger, so the first support device 100 is lifted as a whole by using the bottom lifting mechanism. When moving, the main resistance of the movement of the first support device 100 is turned into the rolling friction force of the bottom lifting roller 1013 on the bottom lifting guide rail 2002 , greatly reducing the working resistance of the first supporting device 100 when it moves forward, and facilitating the sliding of the device when the roadway ground has a certain slope.
一种二自由度滑移式临时支护装置工作方法,包括以下步骤:A working method of a two-degree-of-freedom sliding type temporary support device, comprising the following steps:
第一步如图6所示、将本装置运送到工作面,调试并组装完成,其他配套设备准备就绪;The first step is shown in Figure 6. The device is transported to the working surface, commissioned and assembled, and other supporting equipment is ready;
第二步如图7所示、滑移式挖掘机在滑移式临时支护装置的支护下落煤,落煤后暴露的顶板采用第二支护装置300上的第二临时支护板304前伸支护;In the second step, as shown in Figure 7, the sliding excavator drops the coal under the support of the sliding temporary support device, and the exposed roof after the coal falling adopts the second temporary support plate 304 on the second support device 300 forward support;
第三步如图8所示、第二支护装置300中的二临时支护板304收回,第一支护装置100上的第一临时支护板104前伸护顶后,第二支护装置300前移后降架;In the third step, as shown in Figure 8, the two temporary support plates 304 in the second support device 300 are retracted, and after the first temporary support plate 104 on the first support device 100 stretches forward to protect the roof, the second support The device 300 moves forward and then lowers the frame;
第四步如图9所示、第二支护装置300达到指定工位顶升支护,第二支护装置300上中的第二临时支护板304后伸护顶,第一支护装置100中的第一临时支护板104缩回,第一支护装置100降架;The fourth step is as shown in Figure 9, the second support device 300 reaches the designated station for jacking support, the second temporary support plate 304 on the second support device 300 stretches back to protect the roof, and the first support device The first temporary support plate 104 in 100 is retracted, and the first support device 100 is lowered;
第五步如图10所示、抬底直线驱动装置1011顶升,第一支护装置100离开地面,并在抬底导轨2002处于滚动状态,第二支护装置300在移架直线驱动装置2012的拖动下前移到位,而后抬底直线驱动装置1011缩回,第一支护装置100和抬底导轨2002同时接触地面,保持第一支护装置100处于稳定状态,第二支护装置300中的第二临时支护板304后伸护顶,第一支护装置100中的第一临时支护板104后伸保护;Step 5 As shown in Figure 10, the bottom-lifting linear drive device 1011 is lifted, the first support device 100 is off the ground, and is in a rolling state on the bottom-lifting guide rail 2002, and the second support device 300 is on the frame-moving linear drive device 2012 dragged to move forward to the position, and then the bottom-lifting linear drive device 1011 retracts, and the first support device 100 and the bottom-lifting guide rail 2002 touch the ground at the same time, keeping the first support device 100 in a stable state, and the second support device 300 The second temporary support plate 304 in the back stretches the roof, and the first temporary support plate 104 in the first support device 100 stretches back for protection;
第六步如图11所示、第二支护装置300中的第二临时支护板304收回,抬底导轨2002在导轨直线驱动装置2003的拖动下前移,第一支护装置100顶升支护,在后部空顶处放入用于支护的液压支架400;Step 6 As shown in Figure 11, the second temporary support plate 304 in the second support device 300 is retracted, the bottom lifting guide rail 2002 is moved forward under the drag of the guide rail linear drive device 2003, and the first support device 100 is pushed forward. Lift the support, put into the hydraulic support 400 for support at the rear empty roof;
第七步如图12所示、第一支护装置100中的第一临时支护板104收回,液压支架400顶升支护。In the seventh step, as shown in FIG. 12 , the first temporary support plate 104 in the first support device 100 is retracted, and the hydraulic support 400 is lifted for support.
第八步、重复第一至第七步骤,可实现二自由度滑移式临时支护装置的临时支护和自动滑移动作。The eighth step, repeating the first to seventh steps, can realize the temporary support and automatic sliding action of the two-degree-of-freedom sliding temporary support device.
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CN111980703A (en) * | 2020-08-31 | 2020-11-24 | 中国矿业大学 | A kind of lateral roof cutting pressure relief equipment and roof cutting pressure relief method of coal pillar dam body of underground reservoir |
CN112127947A (en) * | 2020-09-25 | 2020-12-25 | 中国矿业大学 | A kind of top cutting pressure relief equipment and top cutting pressure relief method of fully mechanized coal mining face end |
CN113236327A (en) * | 2021-05-31 | 2021-08-10 | 中煤北京煤矿机械有限责任公司 | Sliding adjustable connecting rod side guard plate structure suitable for three telescopic supports |
CN113944490A (en) * | 2021-10-19 | 2022-01-18 | 湖南工程学院 | A collapse-proof tunnel construction disaster prevention and mitigation structure |
CN114060076A (en) * | 2021-10-13 | 2022-02-18 | 湖南科技学院 | An anti-vibration protection frame for tunnel engineering |
CN115288758A (en) * | 2022-07-01 | 2022-11-04 | 河南龙宇能源股份有限公司车集煤矿 | A kind of support equipment for preventing roof fall in dynamic pressure zone of gob-side entry retaining |
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Publication number | Priority date | Publication date | Assignee | Title |
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CN111980703A (en) * | 2020-08-31 | 2020-11-24 | 中国矿业大学 | A kind of lateral roof cutting pressure relief equipment and roof cutting pressure relief method of coal pillar dam body of underground reservoir |
CN112127947A (en) * | 2020-09-25 | 2020-12-25 | 中国矿业大学 | A kind of top cutting pressure relief equipment and top cutting pressure relief method of fully mechanized coal mining face end |
CN113236327A (en) * | 2021-05-31 | 2021-08-10 | 中煤北京煤矿机械有限责任公司 | Sliding adjustable connecting rod side guard plate structure suitable for three telescopic supports |
CN114060076A (en) * | 2021-10-13 | 2022-02-18 | 湖南科技学院 | An anti-vibration protection frame for tunnel engineering |
CN114060076B (en) * | 2021-10-13 | 2023-10-27 | 湖南科技学院 | Shock-proof protection frame for tunnel engineering |
CN113944490A (en) * | 2021-10-19 | 2022-01-18 | 湖南工程学院 | A collapse-proof tunnel construction disaster prevention and mitigation structure |
CN113944490B (en) * | 2021-10-19 | 2022-04-01 | 湖南工程学院 | Collapse-preventing tunnel construction disaster prevention and reduction structure |
CN115288758A (en) * | 2022-07-01 | 2022-11-04 | 河南龙宇能源股份有限公司车集煤矿 | A kind of support equipment for preventing roof fall in dynamic pressure zone of gob-side entry retaining |
CN115288758B (en) * | 2022-07-01 | 2023-03-21 | 河南龙宇能源股份有限公司车集煤矿 | Gob entry dynamic pressure area prevents equipment of strutting of roof fall |
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