CN201560781U - Roadway support device for gob-side entry retention in semi-coal rock - Google Patents
Roadway support device for gob-side entry retention in semi-coal rock Download PDFInfo
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- CN201560781U CN201560781U CN2009202409120U CN200920240912U CN201560781U CN 201560781 U CN201560781 U CN 201560781U CN 2009202409120 U CN2009202409120 U CN 2009202409120U CN 200920240912 U CN200920240912 U CN 200920240912U CN 201560781 U CN201560781 U CN 201560781U
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- anchor cable
- support device
- roadway support
- side entry
- gob
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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Abstract
Description
技术领域technical field
本实用新型属于煤矿井下巷道支护装置领域,具体涉及一种半煤岩沿空留巷巷道支护装置。The utility model belongs to the field of support devices for underground roadways in coal mines, in particular to a roadway support device for retaining roadways along the gob of semi-coal rocks.
背景技术Background technique
煤矿井下半煤岩沿空留巷巷道由于其服务年限较短,其支护形式主要是木支架、钢架等被动支护形式被动的承受矿压,因此巷道维修量大,支护和维护费用较高,尽管在大的矿业集团可缩式钢架的使用一定程度上改善了这种被动支护的缺点,同时增加了回收复用率,但在小型煤矿企业采用可缩式钢架一次性投入太大,且在材料的回收复用上由于设备、技术等方面的不足难以发挥效果,往往用木支护材料替代,近年来国家明令禁止使用木支护材料,因此在小型煤矿企业半煤岩沿空留巷巷道支护方面的改革势在必行。Due to the short service life of the half-coal and rock-side gob-side entry roadway in the coal mine, its support forms are mainly passive support forms such as wooden brackets and steel frames to passively withstand the mine pressure, so the maintenance of the roadway is large, and the support and maintenance costs Higher, although the use of retractable steel frames in large mining groups has improved the shortcomings of this passive support to a certain extent, and at the same time increased the recycling rate, but in small coal mining enterprises, the use of retractable steel frames is one-time The investment is too large, and it is difficult to play a role in the recycling and reuse of materials due to the lack of equipment and technology, so wood support materials are often used instead. In recent years, the state has explicitly banned the use of wood support materials. It is imperative to reform the roadway support of Yanyan goaf retaining roadway.
实用新型内容Utility model content
本实用新型的目的是在小型煤矿井下半煤岩沿空留巷巷道提供一种承载能力大、强度高、使用安全可靠、材料回收复用方便的半煤岩沿空留巷巷道支护装置。The purpose of the utility model is to provide a semi-coal and rock gob-side entry roadway support device with large bearing capacity, high strength, safe and reliable use, and convenient material recovery and reuse in the small coal mine.
本实用新型是通过以下技术方案来实现的:The utility model is achieved through the following technical solutions:
即一种半煤岩沿空留巷巷道支护装置,其特征在于包括顶板梁和上帮梁,顶板梁和上帮梁上均设有锚索孔,锚索穿过锚索孔通过可回收性锚具分别与顶板梁和上帮梁连接。That is, a kind of roadway support device for half-coal and rock gob-side entry retention, which is characterized in that it includes a roof beam and an upper beam. Both the roof beam and the upper beam are provided with anchor holes, and the anchor cables pass through the anchor holes and pass through the recyclable anchors. The tools are respectively connected with the roof beam and the upper side beam.
所述顶板梁上的锚索孔间距为1700mm,并均匀的布置在顶板梁长度方向的中间位置。The distance between the anchor holes on the roof girder is 1700mm, and they are evenly arranged in the middle of the length direction of the roof girder.
所述上帮梁的锚索孔间距为1000mm,锚索孔自上帮梁端头开始布置,且靠近上帮梁端头的锚索孔距离端头为300~400mm。The distance between the anchor holes of the upper rail is 1000mm, the anchor holes are arranged from the end of the upper rail, and the distance between the anchor holes near the end of the upper rail is 300-400mm.
所述顶板梁和上帮梁均为工字钢。Both the roof beam and the upper side beam are I-beams.
锚索由多股¢18.5mm钢丝绳编成钢丝绳索。The anchor cable is braided into a steel wire rope by multiple strands of ¢18.5mm steel wire rope.
本实用新型是由可回收性锚具、锚索、顶板梁、上帮梁共同组成的支护整体作为沿空留巷巷道支护之用。顶板梁、上帮梁采用长度2.5米左右的24H工字钢,锚索材料采用旧¢18.5mm钢丝绳编程钢丝绳索代替螺纹钢锚杆,锚具采用可回收性锚具,可对回收性锚具和钢梁重新回收复用。The utility model is a supporting whole composed of recyclable anchors, anchor cables, roof beams and upper side beams, which is used for roadway support along the goaf. The roof girder and the upper girder use 24H I-beam with a length of about 2.5 meters. The anchor cable material uses the old ¢18.5mm steel wire rope programming steel wire rope instead of the threaded steel anchor. and steel girders are recycled and reused.
本实用新型具有结构合理,使用方便,安全可靠,成本低的优点。本实用新型一方面改变了原有半煤岩沿空留巷巷道的被动支护方式,变被动支护为主动支护,充分保证了原巷道的完整性,确保了巷道的整体支护强度,并做到承压与让压的完美结合,同时该支护结构合理,使用方便,安全可靠,并可对回收性锚具、顶板梁和上帮梁重新回收复用,大大减少了沿空留巷的维修工程量,降低了支护材料的消耗。The utility model has the advantages of reasonable structure, convenient use, safety and reliability, and low cost. On the one hand, the utility model changes the passive support mode of the original semi-coal and rock-side gob-side roadway, and changes the passive support into active support, which fully guarantees the integrity of the original roadway and the overall support strength of the roadway. And achieve the perfect combination of pressure bearing and yielding pressure. At the same time, the support structure is reasonable, easy to use, safe and reliable, and can recycle and reuse the recyclable anchors, roof beams and upper side beams, which greatly reduces the space left The amount of maintenance work for the lane is reduced, and the consumption of support materials is reduced.
附图说明Description of drawings
附图为本实用新型的结构示意图。Accompanying drawing is the structural representation of the utility model.
如图中所示:1-1锚索;1-2锚索;2-1上帮梁;2-2顶板梁;3-1可回收性锚具;3-2可回收性锚具。As shown in the figure: 1-1 anchor cable; 1-2 anchor cable; 2-1 upper beam; 2-2 roof beam; 3-1 recyclable anchor; 3-2 recyclable anchor.
具体实施方式Detailed ways
下面结合附图和具体实施方式对本实用新型作进一步阐述。Below in conjunction with accompanying drawing and specific embodiment, the utility model is further elaborated.
如附图所示:本实用新型由锚索1-1、锚索1-2,上帮梁2-1、顶板梁2-2和可回收性锚具3-1、可回收性锚具3-2共同组成一个支护整体。依据规程规定的锚固力和最大抗拉强度要求,锚索1-1、锚索1-2采用旧的¢18.5mm钢丝绳,长度根据最大松动圈设计计算长度为2.5m-3m,,上帮梁2-1、顶板梁2-2采用长度2.5米左右的24H工字钢,布置锚索孔时,顶板梁2-2两锚索孔间距1.7米,并均匀的布置在顶板梁2-2长度方向的中间位置;上帮梁2-1锚索孔间距1.0米,自上帮梁2-1端头开始布置,且靠近上帮梁2-1端头的锚索孔距离端头为300~400mm。As shown in the accompanying drawings: the utility model consists of an anchor cable 1-1, an anchor cable 1-2, an upper side beam 2-1, a roof beam 2-2, a recoverable anchor 3-1, and a recoverable anchor 3 -2 together form a supporting whole. According to the anchoring force and maximum tensile strength requirements stipulated in the regulations, the anchor cable 1-1 and anchor cable 1-2 adopt the old ¢18.5mm steel wire rope, and the length is 2.5m-3m according to the design calculation of the maximum loose circle. 2-1. The roof beam 2-2 adopts 24H I-beam with a length of about 2.5 meters. When the anchor cable holes are arranged, the distance between the two anchor cable holes of the roof beam 2-2 is 1.7 meters, and they are evenly arranged on the length of the roof beam 2-2. The middle position of the direction; the distance between the anchor holes of the upper beam 2-1 is 1.0 meters, and the distance between the anchor holes near the end of the upper beam 2-1 is 300~ 400mm.
本实用新型使用时,首先打锚索孔,布置锚索孔时,顶板梁2-2的锚索孔要在巷道宽度方向的中间偏上的位置,两锚索孔要在一条直线上,并垂直顶板梁2-2布置;上帮梁2-1的锚索孔要自煤层底板下400mm处开始向下布置,且两锚索孔要在一条直线上,并垂直上帮梁2-1布置。然后先放锚固剂,再插入锚索1-1、锚索1-2并用锚索机搅拌均匀,安设上帮梁2-1、顶板梁2-2和背板,并用涨紧器通过压紧可回收性锚具3-1、可回收性锚具3-2将上帮梁2-1、顶板梁2-2固定牢固即可,通过这种支护方式在其作为沿空留巷巷道时,支护破坏较小,仅作简单的卧底和检修仍可作为沿空留巷巷道的支护之用。When the utility model is in use, at first the anchor cable holes are drilled, and when the anchor cable holes are arranged, the anchor cable holes of the roof beam 2-2 will be in the upper position in the middle of the roadway width direction, and the two anchor cable holes will be on a straight line, and The vertical roof beam 2-2 is arranged; the anchor cable holes of the upper side beam 2-1 shall be arranged downward from 400mm below the coal seam floor, and the two anchor cable holes shall be on a straight line, and shall be arranged vertically on the upper side beam 2-1 . Then put the anchoring agent first, then insert the anchor cable 1-1, anchor cable 1-2 and stir evenly with the anchor cable machine, install the upper beam 2-1, roof beam 2-2 and back plate, and use the tensioner to pass through the Tight retrievable anchor 3-1 and retrievable anchor 3-2 can fix the upper side beam 2-1 and roof beam 2-2 firmly. When the support damage is small, it can still be used as support for the gob-side retaining roadway only for simple undercover and maintenance.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202409120U CN201560781U (en) | 2009-11-04 | 2009-11-04 | Roadway support device for gob-side entry retention in semi-coal rock |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202409120U CN201560781U (en) | 2009-11-04 | 2009-11-04 | Roadway support device for gob-side entry retention in semi-coal rock |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201560781U true CN201560781U (en) | 2010-08-25 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202409120U Expired - Fee Related CN201560781U (en) | 2009-11-04 | 2009-11-04 | Roadway support device for gob-side entry retention in semi-coal rock |
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| CN (1) | CN201560781U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103061806A (en) * | 2012-12-28 | 2013-04-24 | 山东科技大学 | Composite roof thin seam fully-mechanized coal mining face gob-side entry retaining method |
| CN104612729A (en) * | 2014-11-27 | 2015-05-13 | 中国矿业大学(北京) | Asymmetric anchor beam structure and supporting method for goaf-side roadway roof |
| CN105484760A (en) * | 2016-02-01 | 2016-04-13 | 四川川煤华荣能源股份有限公司花山煤矿 | Forepoling structure of large-dip-angle coal face |
-
2009
- 2009-11-04 CN CN2009202409120U patent/CN201560781U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103061806A (en) * | 2012-12-28 | 2013-04-24 | 山东科技大学 | Composite roof thin seam fully-mechanized coal mining face gob-side entry retaining method |
| CN103061806B (en) * | 2012-12-28 | 2014-12-17 | 山东科技大学 | Composite roof thin seam fully-mechanized coal mining face gob-side entry retaining method |
| CN104612729A (en) * | 2014-11-27 | 2015-05-13 | 中国矿业大学(北京) | Asymmetric anchor beam structure and supporting method for goaf-side roadway roof |
| CN104612729B (en) * | 2014-11-27 | 2017-09-26 | 中国矿业大学(北京) | A kind of asymmetric anchor beam structure and its method for protecting support for gob side entry top plate |
| CN105484760A (en) * | 2016-02-01 | 2016-04-13 | 四川川煤华荣能源股份有限公司花山煤矿 | Forepoling structure of large-dip-angle coal face |
| CN105484760B (en) * | 2016-02-01 | 2019-05-28 | 四川川煤华荣能源股份有限公司花山煤矿 | Big angle coal face advance support structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100825 Termination date: 20101104 |