CN204113320U - Bump tunnel step type energy-absorbing erosion control support - Google Patents
Bump tunnel step type energy-absorbing erosion control support Download PDFInfo
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- CN204113320U CN204113320U CN201420560833.9U CN201420560833U CN204113320U CN 204113320 U CN204113320 U CN 204113320U CN 201420560833 U CN201420560833 U CN 201420560833U CN 204113320 U CN204113320 U CN 204113320U
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Abstract
本实用新型属于煤矿井下采煤设备的支护装置,特别涉及一种冲击地压巷道迈步式吸能防冲支架,每组支架的上方由两个平行的顶梁(1),下方由两个平行的底座(7)组成框架,在两平行的顶梁(1)上方对称设有四个液压立柱二(3),在两平行的底座(7)和顶梁(1)的外侧面上对称装有三个水平方向的液压立柱一(2),在两平行的顶梁(1)和底座(7)之间装有四连杆机构,在两组支架之间的上部顶梁(1)之间用伸缩梁二(10)连接,在每组的顶梁(1)和底座(7)前后两端之间设有吸能防冲液压立柱(4),可大大降低巷道变形、工人劳动强度和生产成本,提高作业安全性,加快超前支护推进速度,满足高产高效综采工作面的要求。
The utility model belongs to the supporting device of coal mining equipment in coal mines, in particular to a step-type energy-absorbing and anti-scour support for impact rock roadway. Parallel bases (7) form the frame, four hydraulic uprights (3) are arranged symmetrically above the two parallel top beams (1), symmetrically on the outer surfaces of the two parallel bases (7) and the top beam (1) Equipped with three hydraulic uprights (2) in the horizontal direction, a four-bar linkage mechanism is installed between two parallel top beams (1) and the base (7), and between the upper top beams (1) between two sets of supports Two telescopic beams (10) are used to connect between them, and energy-absorbing and anti-shock hydraulic columns (4) are arranged between the top beam (1) and the front and rear ends of the base (7) of each group, which can greatly reduce the deformation of the roadway and the labor intensity of workers and production costs, improve operational safety, accelerate advance support speed, and meet the requirements of high-yield and efficient fully mechanized mining face.
Description
技术领域 technical field
本实用新型属于煤矿井下采煤设备的支护装置,特别涉及一种冲击地压巷道迈步式吸能防冲支架。 The utility model belongs to a support device for underground coal mining equipment in coal mines, in particular to a walking-type energy-absorbing and anti-scour support for rock impact tunnels.
背景技术 Background technique
深度开采是煤炭行业发展的必然趋势,深部煤岩体组成结构特征、变形破坏特征、能量释放特征与工程响应特征均与浅部明显不同,更易诱发冲击地压灾害,造成井下严重破坏和人员伤亡事故,随采深增加,煤体内的应力增大,发生冲击地压的可能性就越大,特别是工作面顺槽发生冲击地压的危险性也越大。研究统计表明,75%以上的冲击地压发生在巷道,特别是工作面0~100m超前支护范围内。 Deep mining is an inevitable trend in the development of the coal industry. The structural characteristics, deformation and failure characteristics, energy release characteristics, and engineering response characteristics of deep coal and rock mass are significantly different from shallow coal and rock mass, which is more likely to induce rock burst disasters, causing serious damage and casualties underground. Accidents, with the increase of mining depth, the stress in the coal body increases, the greater the possibility of rock burst, especially the greater the risk of rock burst along the groove of the working face. Research statistics show that more than 75% of the rock burst occurs in the roadway, especially in the 0-100m advanced support range of the working face.
现在浅部开采逐渐向深部开采发展,而巷道支护形式还保持在锚杆、锚索、金属支架、金属可缩性支架、锚喷等,这些支护方式支护强度低、劳动强度大、成本高、安全性差,严重制约了煤矿高效安全生产要求。目前,已有的超前液压支架主要存在以下不足:(1)部分超前支架移架方式容易造成对顶板反复支撑,引起顶板破碎,不利于巷道维护。(2)巷道采用锚杆、锚索支护,在巷道壁会有一部分外漏,影响超前支架顶梁与巷道顶板接触效果。(3)超前支架对顶底板具有较高的防护能力,但支架抗冲击能力较差,且侧向的防护能力和稳定性不足。(4)超前支护段中放置有各种生产配套设备,这些设备的尺寸、位置和超前支架不易配套,不如单体支柱灵活。 Now the shallow mining is gradually developing to the deep mining, while the roadway support forms are still maintained in the anchor rod, anchor cable, metal bracket, metal shrinkable bracket, anchor shotcrete, etc. These support methods have low support strength and high labor intensity. High cost and poor safety have seriously restricted the efficient and safe production requirements of coal mines. At present, the existing advanced hydraulic supports mainly have the following deficiencies: (1) The moving method of some advanced supports is likely to cause repeated support to the roof and cause the roof to break, which is not conducive to roadway maintenance. (2) The roadway is supported by anchor rods and anchor cables, and there will be some leakage on the roadway wall, which will affect the contact effect between the top beam of the advanced support and the roadway roof. (3) The advanced support has a high protection ability for the top and bottom plates, but the impact resistance of the support is poor, and the lateral protection ability and stability are insufficient. (4) There are various production supporting equipment placed in the advance support section. The size, position and advance support of these equipment are not easy to match, and they are not as flexible as the single support.
发明内容 Contents of the invention
本实用新型的目的在于克服上述技术不足,提供一种承载能力和抗冲击能力强,可自移的高效、安全可靠的冲击地压巷道迈步式吸能防冲支架。 The purpose of the utility model is to overcome the above-mentioned technical deficiencies, and provide a self-moving high-efficiency, safe and reliable rock impact roadway stepping energy-absorbing and anti-shock bracket with strong bearing capacity and impact resistance.
本实用新型解决技术问题采用的技术方案是:冲击地压巷道迈步式吸能防冲支架包括底座、顶梁、液压立柱一、液压立柱二、伸缩梁一、伸缩梁二,其特点是每组支架的上方由两个平行的顶梁,下方由两个平行的底座组成框架,两平行的顶梁和底座之间上、下对称用三个千斤顶一连接,在两平行的顶梁上方对称设有四个液压立柱二,在两平行的底座和顶梁的外侧面上对称装有三个水平方向的液压立柱一,在底座和顶梁上的液压立柱一的外端头上分别连接伸缩梁一的下端和上端,在两平行的顶梁和底座之间装有四连杆机构,四连杆机构由上连杆、下连杆和斜梁组成,上连杆、下连杆和斜梁均为铰连接,在两组支架之间的上部顶梁之间用伸缩梁二连接,在底座之间用千斤顶二连接,在每组的顶梁和底座前后两端之间设有吸能防冲液压立柱。 The technical scheme adopted by the utility model to solve the technical problem is: the step-type energy-absorbing and anti-scour support of the impact rock roadway includes a base, a top beam, a hydraulic column, a hydraulic column, a telescopic beam, and a telescopic beam. It is characterized in that each group The upper part of the bracket is composed of two parallel top beams, and the lower part is composed of two parallel bases. The upper and lower symmetrical connections between the two parallel top beams and the base are connected by three jacks. There are four hydraulic columns 2, and three horizontal hydraulic columns 1 are symmetrically installed on the outer surfaces of the two parallel bases and the roof beam, and the telescopic beams 1 are respectively connected to the outer ends of the hydraulic columns 1 on the base and the roof beam. A four-bar linkage mechanism is installed between the two parallel top beams and the base. The four-bar linkage mechanism is composed of an upper link, a lower link and an inclined beam. The upper link, the lower link and the inclined beam It is a hinged connection, and the upper beams between the two groups of supports are connected by two telescopic beams, and the bases are connected by two jacks. There is an energy-absorbing anti-shock between the top beams of each group and the front and rear ends of the base. hydraulic column.
本实用新型的有益效果是:冲击地压巷道迈步式吸能防冲支架顶梁安装液压立柱后,使顶梁与顶板的接触位置可以按照设计位置接触,增强了支架顶梁受力,克服了支架移架过程中造成对顶板反复支撑,引起顶板破碎的问题,有效避让锚杆、锚索支护在巷道壁外漏部分,增强了支架顶梁与巷道顶板接触效果。冲击地压巷道迈步式吸能防冲支架对顶底板具有较高的防护能力,对侧向也具有较高的防护能力,吸能防冲液压立柱的设计使用增加了支架抗冲击能力。冲击地压巷道迈步式吸能防冲支架高度可用吸能防冲液压立柱调节,侧向宽度可用液压立柱一和千斤顶一调节,适合多种尺寸的矩形巷道使用,且可实现自移。冲击地压巷道使用迈步式吸能防冲支架进行加强支护后,可大大降低巷道变形、工人劳动强度和生产成本,提高作业安全性,加快超前支护推进速度,满足高产高效综采工作面的要求。 The beneficial effects of the utility model are: after the hydraulic column is installed on the top beam of the energy-absorbing and anti-scouring bracket of the rock impact roadway, the contact position between the top beam and the top plate can be contacted according to the design position, which strengthens the force of the top beam of the bracket and overcomes the support movement. During the erection process, the roof is repeatedly supported and the roof is broken, which effectively avoids the anchor rod and anchor cable support in the leakage part of the roadway wall, and enhances the contact effect between the support top beam and the roadway roof. The step-type energy-absorbing and anti-scour support for rock impact roadway has high protection ability for roof and floor, and also has high protection ability for lateral direction. The design and use of energy-absorbing anti-scour hydraulic column increases the impact resistance of the support. The height of the walking-type energy-absorbing and anti-scour support for rock impact tunnels can be adjusted by energy-absorbing and anti-scourk hydraulic columns, and the lateral width can be adjusted by hydraulic column 1 and jack 1. It is suitable for rectangular tunnels of various sizes and can be self-moving. After the rock burst roadway is strengthened with step-type energy-absorbing and anti-scour support, it can greatly reduce roadway deformation, labor intensity and production costs, improve operation safety, accelerate advance support speed, and meet high-yield and high-efficiency fully mechanized mining face requirements.
附图说明 Description of drawings
以下结合附图以实施例具体说明。 The following will be described in detail with examples in conjunction with the accompanying drawings.
图1是冲击地压巷道迈步式吸能防冲支架结构图。 Fig. 1 is a structural diagram of a stepping energy-absorbing anti-scour support in a rock burst roadway.
图2是图1的仰视图。 Fig. 2 is a bottom view of Fig. 1 .
图3是图1的俯视图。 FIG. 3 is a top view of FIG. 1 .
图4是图1与围岩连接的左侧视图。 Fig. 4 is a left side view of Fig. 1 connected with surrounding rock.
图中,1-顶梁;2-液压立柱一;3-液压立柱二;4-吸能防冲液压立柱;5-千斤顶一;6-千斤顶二;7-底座;8-1-上连杆;8-2-下连杆;8-3-斜梁;9-伸缩梁一;10-伸缩梁二;11-围岩。 In the figure, 1-top beam; 2-hydraulic column 1; 3-hydraulic column 2; 4-energy-absorbing anti-shock hydraulic column; 5-jack 1; 6-jack 2; 7-base; 8-1-upper link ; 8-2-lower connecting rod; 8-3-inclined beam; 9-telescopic beam one; 10-telescopic beam two; 11-surrounding rock.
具体实施方式 Detailed ways
实施例,参照附图1~3,冲击地压巷道迈步式吸能防冲支架是在每组支架装置的上方由两个平行的顶梁1、下方由两个平行的底座7组成框架,在两个平行的顶梁1和底座7之间上下对称用三个千斤顶一5连接一起。在两个平行的顶梁1上方对称设有四个液压立柱二3,在两平行的底座7和顶梁1的外侧面上对称装有三个水平方向的 液压立柱一2,在底座7和顶梁1上的液压立柱一2的外端头上分别连接竖直的伸缩梁一9的下端和上端。在平行的底座7和顶梁1之间装有四连杆机构,四连杆机构由上连杆8-1、下连杆8-2和斜梁8-3组成。在两组装置之间的上部顶梁1之间用水平的伸缩梁二10连接,在底座7之间用千斤顶二6连接。在每组的顶梁1和底座7的前后两端之间设有吸能防冲液压支柱4。参照附图4,为整个装置与围岩11之间的连接关系,顶梁1上方的液压立柱二3与上围岩11连接,液压立柱一2外侧的伸缩梁一9与两侧围岩11连接,底座7与围岩11连接,在底座7与顶梁1之间设有吸能防冲液压立柱4。该装置可适用多种尺寸的矩形巷道使用且可实现自移。 For the embodiment, referring to accompanying drawings 1-3, the rock impact roadway stepping energy-absorbing and anti-shock bracket is composed of two parallel top beams 1 above each group of bracket devices, and two parallel bases 7 below to form a frame. The two parallel top beams 1 and the base 7 are connected up and down symmetrically with three jacks 1-5. Four hydraulic columns 2 3 are symmetrically arranged above the two parallel roof beams 1, and hydraulic column 1 2 in three horizontal directions is symmetrically installed on the outer surfaces of the two parallel bases 7 and the roof beam 1. The outer ends of the hydraulic column-2 on the beam 1 are respectively connected to the lower end and the upper end of the vertical telescopic beam-9. A four-bar linkage is housed between the parallel base 7 and the top beam 1, and the four-bar linkage is made up of an upper link 8-1, a lower link 8-2 and an oblique beam 8-3. The top beam 1 between the two groups of devices is connected with a horizontal telescopic beam 2 10, and the base 7 is connected with a jack 2 6. Between the top beam 1 and the front and rear ends of the base 7 of each group, an energy-absorbing anti-shock hydraulic prop 4 is arranged. Referring to accompanying drawing 4, it is the connection relationship between the whole device and the surrounding rock 11, the hydraulic column 2 3 above the top beam 1 is connected with the upper surrounding rock 11, and the telescopic beam 9 on the outside of the hydraulic column 1 2 is connected to the surrounding rock 11 on both sides. Connection, the base 7 is connected with the surrounding rock 11, and an energy-absorbing anti-shock hydraulic column 4 is arranged between the base 7 and the top beam 1 . The device can be used in rectangular roadways of various sizes and can realize self-moving.
冲击地压巷道迈步式吸能防冲支架的工作原理是由于两平行的顶梁1和底座7之间采用千斤顶一5连接两侧外采用液压立柱一2和伸缩梁一9可以承受巷道侧面围岩11的地压冲击。顶梁1上面设有液压立柱二3和顶梁1、底座7之间的吸能防冲支架4完全可抵抗上、下围岩11的压力,整个装置对巷道的冲击地压起到全方位的支护作用。 The working principle of the stepping energy-absorbing and anti-scour support in the impact rock roadway is that the jack-5 is used to connect the two parallel top beams 1 and the base 7 to connect the two sides, and the hydraulic column-2 and the telescopic beam-9 are used to withstand the side of the roadway. Rock 11 geopressure shock. The top beam 1 is provided with a hydraulic column 2 3 and the energy-absorbing anti-scourrence support 4 between the top beam 1 and the base 7 can completely resist the pressure of the upper and lower surrounding rocks 11, and the whole device has an all-round effect on the impact ground pressure of the roadway. supporting role.
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CN201420560833.9U CN204113320U (en) | 2014-09-28 | 2014-09-28 | Bump tunnel step type energy-absorbing erosion control support |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104265343A (en) * | 2014-09-28 | 2015-01-07 | 辽宁工程技术大学 | Impact ground pressure roadway step-type energy absorption anti-impact support |
CN104265343B (en) * | 2014-09-28 | 2017-01-04 | 辽宁工程技术大学 | Bump tunnel step type energy-absorbing erosion control support |
CN109236339A (en) * | 2018-11-02 | 2019-01-18 | 陈成军 | Tunnel absorbing shock resistance bracket |
CN114810161A (en) * | 2022-05-25 | 2022-07-29 | 安徽理工大学 | A kind of support device to prevent the roadway from falling off the roof and blocking the roadway in the soft and broken belt |
-
2014
- 2014-09-28 CN CN201420560833.9U patent/CN204113320U/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104265343A (en) * | 2014-09-28 | 2015-01-07 | 辽宁工程技术大学 | Impact ground pressure roadway step-type energy absorption anti-impact support |
CN104265343B (en) * | 2014-09-28 | 2017-01-04 | 辽宁工程技术大学 | Bump tunnel step type energy-absorbing erosion control support |
CN109236339A (en) * | 2018-11-02 | 2019-01-18 | 陈成军 | Tunnel absorbing shock resistance bracket |
CN109236339B (en) * | 2018-11-02 | 2024-02-27 | 陈成军 | Tunnel shock absorption and impact resistance support |
CN114810161A (en) * | 2022-05-25 | 2022-07-29 | 安徽理工大学 | A kind of support device to prevent the roadway from falling off the roof and blocking the roadway in the soft and broken belt |
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Granted publication date: 20150121 Termination date: 20160928 |