CN107269302A - A kind of self-locking tunnel top side suspension device - Google Patents
A kind of self-locking tunnel top side suspension device Download PDFInfo
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- CN107269302A CN107269302A CN201710610992.3A CN201710610992A CN107269302A CN 107269302 A CN107269302 A CN 107269302A CN 201710610992 A CN201710610992 A CN 201710610992A CN 107269302 A CN107269302 A CN 107269302A
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- rod body
- support device
- strength steel
- roof support
- roadway roof
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D17/00—Caps for supporting mine roofs
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
Description
技术领域technical field
本发明涉及巷道支护设备领域,具体地说,涉及一种自锁式巷道顶帮支护装置。The invention relates to the field of roadway support equipment, in particular to a self-locking roadway top side support device.
背景技术Background technique
我国的煤炭资源丰富,但长期以来,我国粗放型的煤炭产业发展模式以及大规模的采掘活动,使得我国煤炭开采以每年8-12米(部分地区为10-20m)的速度向下延伸,煤矿巷道围岩压力显见剧烈,巷道变形加剧,尤其针对破碎程度较大或者软弱围岩的变形更是如此。因此,煤炭资源的安全高效开采与巷道围岩支护技术密切相关。my country is rich in coal resources, but for a long time, my country's extensive coal industry development model and large-scale mining activities have caused my country's coal mining to extend downward at a rate of 8-12 meters per year (10-20m in some areas). The surrounding rock pressure of the roadway is obviously severe, and the deformation of the roadway is intensified, especially for the deformation of the relatively large degree of fragmentation or weak surrounding rock. Therefore, the safe and efficient mining of coal resources is closely related to the roadway surrounding rock support technology.
巷道围岩支护技术已有很长的发展历史,尤其是近50年以来,不同形式及内容的实验、实测及研究等非常活跃,并在巷道布置、巷道保护、巷道卸压以及巷道支护与监测等各个方面都取得了丰硕的成果。在国外的代表性理论有20世纪初发展起来的古典压力理论、坍落拱理论、新奥法以及能量支护理论等。国内学者的成果有岩性转化理论、联合支护技术、松动圈理论以及软岩工程力学支护理论等。在以上支护理论中,支护阻力对控制围岩的变形破坏起着决定性作用,在额定载荷条件下,支护阻力越高围岩变形量越小。Roadway surrounding rock support technology has a long history of development, especially in the past 50 years, experiments, measurements and researches in different forms and contents have been very active, and have been applied in roadway layout, roadway protection, roadway pressure relief and roadway support. Fruitful results have been achieved in various aspects such as monitoring and monitoring. Representative theories in foreign countries include classical pressure theory, slump arch theory, new Austrian method and energy support theory developed in the early 20th century. The achievements of domestic scholars include lithology transformation theory, combined support technology, loose circle theory, and soft rock engineering mechanical support theory. In the above support theory, the support resistance plays a decisive role in controlling the deformation and failure of the surrounding rock. Under the rated load condition, the higher the support resistance, the smaller the deformation of the surrounding rock.
在煤矿巷道的设计规划时,矩形巷道的使用十分广泛。矩形由于顶部两个角点的应力集中程度较高,变形十分剧烈,造成了巷道顶帮的大变形。研究表明,因为矩形巷道两侧顶帮狭小空间的限制,单独使用锚杆锚索、锚网喷或者U型钢支护等巷道围岩控制技术对于解决巷道顶帮的大变形问题时,无法提供足够的支护阻力。而通过增加锚杆密度和杆体强度造成了支护材料的严重浪费。In the design and planning of coal mine roadways, rectangular roadways are widely used. Due to the high degree of stress concentration at the top two corners of the rectangle, the deformation is very severe, resulting in a large deformation of the roof of the roadway. The research shows that due to the limitation of the narrow space on both sides of the roof of the rectangular roadway, the roadway surrounding rock control technologies such as anchor bolts and cables, anchor net spraying or U-shaped steel support cannot provide sufficient support for solving the problem of large deformation of the roadway roof. support resistance. However, by increasing the density of the anchor rod and the strength of the rod body, the support material is seriously wasted.
综上所述,巷道在变形破坏过程中,顶帮的变形是最为剧烈的,现有的支护技术无法提供足够的支护阻力,对加固顶部效果有限。To sum up, during the deformation and failure process of the roadway, the deformation of the roof is the most severe. The existing support technology cannot provide sufficient support resistance and has limited effect on strengthening the roof.
发明内容Contents of the invention
本发明所要解决的技术问题是针对现有技术的不足,提供一种自锁式巷道支护杆。The technical problem to be solved by the present invention is to provide a self-locking roadway support rod aiming at the deficiencies of the prior art.
本发明解决上述技术问题的技术方案如下:The technical scheme that the present invention solves the problems of the technologies described above is as follows:
本发明提供一种巷道顶帮支护装置,包括两条高强度钢带和多根支护杆组件,所述高强度钢带上设有与支护杆组件相适配的圆形凹槽,所述支护杆组件的两端分别与两根高强度钢带的圆形凹槽相连接。The invention provides a roadway roof support device, which includes two high-strength steel belts and multiple support rod assemblies. The high-strength steel belts are provided with circular grooves matching the support rod assemblies. Both ends of the support rod assembly are respectively connected with circular grooves of two high-strength steel strips.
本发明的有益效果是:本发明的巷道顶帮支护装置将两条高强钢带可以将若干件自锁式支护杆组件连接并形成一个支护整体,使多根杆件发挥一体化支护效果,对巷道围岩产生应力集中的区域加强支护,防止顶帮变形。The beneficial effects of the present invention are: the roadway roof support device of the present invention can connect several self-locking support rod assemblies with two high-strength steel belts to form a support whole, so that multiple rods can play an integrated support role. To improve the protection effect, strengthen the support in the area where the stress concentration occurs in the surrounding rock of the roadway to prevent the deformation of the roof.
进一步,所述支护杆包括第一杆体和第二杆体,所述第一杆体的一端和第二杆体的一端通过螺纹自锁式连接。Further, the support rod includes a first rod body and a second rod body, and one end of the first rod body is connected to one end of the second rod body through a self-locking thread.
进一步,所述第一杆体包括第一杆本体和螺纹连接段,所述第一杆本体和螺纹连接段的一体成型,所述螺纹连接段上设有外螺纹。Further, the first rod body includes a first rod body and a threaded connection section, the first rod body and the threaded connection section are integrally formed, and the threaded connection section is provided with external threads.
进一步,所述第二杆体包括第二杆本体和螺纹连接管,所述第二杆本体和螺纹连接管的一体成型,所述螺纹连接管内设有与外螺纹相适配的内螺纹。Further, the second rod body includes a second rod body and a threaded connection pipe, the second rod body and the threaded connection pipe are integrally formed, and the threaded connection pipe is provided with an internal thread matching the external thread.
上述进一步方案的有益效果在于:通过第一杆件和第二杆件的拧转,支护杆的长度可调节,可适用于不同宽度的巷道支护;并且能够根据摩擦自锁原理,在支护杆的两端施加的压力无论多大,支护杆都不会发生轴向压缩变形,实现对巷道顶帮的支护加固。The beneficial effect of the above further scheme is that: through the twisting of the first rod and the second rod, the length of the support rod can be adjusted, which can be applied to roadway support of different widths; No matter how much pressure is exerted on both ends of the protection rod, the support rod will not undergo axial compression deformation, so as to realize the support and reinforcement of the roof of the roadway.
进一步,所述外螺纹的深度为螺纹连接段直径的0.1-0.15倍。Further, the depth of the external thread is 0.1-0.15 times the diameter of the threaded connection section.
进一步,所述外螺纹的切线与垂直于第一杆体的你轴线的平面之间的夹角α为5到30°Further, the angle α between the tangent of the external thread and the plane perpendicular to the axis of the first rod body is 5 to 30°
进一步,还包括金属织网层,所述金属织网层包裹在第一杆体和第二杆体的外侧。Further, a metal mesh layer is included, and the metal mesh layer is wrapped around the outside of the first rod body and the second rod body.
进一步,所述金属织网层由弹性钢丝或者弹性铜丝制成,所述金属织网层具有弹性。Further, the metal mesh layer is made of elastic steel wire or elastic copper wire, and the metal mesh layer is elastic.
进一步,还包括防腐层,所述防腐层套设在金属织网层的外侧,所述防腐层由橡胶或者乳胶制成,所述防腐层与金属织网层紧密贴合。Further, it also includes an anti-corrosion layer, the anti-corrosion layer is sheathed on the outside of the metal mesh layer, the anti-corrosion layer is made of rubber or latex, and the anti-corrosion layer is closely attached to the metal mesh layer.
进一步,所述多个圆形凹槽在高强度钢带上等间距分布。Further, the plurality of circular grooves are equally spaced on the high-strength steel strip.
进一步,所述高强钢带上的圆形凹槽的直径等于支护杆组件的外径。Further, the diameter of the circular groove on the high-strength steel strip is equal to the outer diameter of the support rod assembly.
上述进一步方案的有益效果在于:等间距分布的圆形凹槽与支护杆组件相配合,能够保证受力的均匀分布,从而更好的实现对巷道的支护。The beneficial effect of the above further solution is that the equidistant circular grooves cooperate with the support rod assembly, which can ensure the uniform distribution of force, thereby better supporting the roadway.
附图说明Description of drawings
图1为本发明的巷道顶帮支护装置的结构示意图;Fig. 1 is the structural representation of roadway top side supporting device of the present invention;
图2为本发明的支护杆组件的结构示意图;Fig. 2 is the structural representation of support bar assembly of the present invention;
图3为图2的A部位的放大图;Fig. 3 is an enlarged view of part A of Fig. 2;
图4为本发明的支护杆组件的剖面结构示意图Fig. 4 is the sectional structure schematic diagram of support bar assembly of the present invention
图5为本发明的高强度钢带的结构示意图;Fig. 5 is the structural representation of high-strength steel band of the present invention;
图6为本发明的金属织网层的结构示意图。Fig. 6 is a schematic diagram of the structure of the metal mesh layer of the present invention.
具体实施方式detailed description
以下结合附图对本发明的原理和特征进行描述,所举实例只用于解释本发明,并非用于限定本发明的范围。The principles and features of the present invention are described below in conjunction with the accompanying drawings, and the examples given are only used to explain the present invention, and are not intended to limit the scope of the present invention.
如图1所示,本发明提供一种巷道顶帮支护装置,包括两条高强度钢带5和多根支护杆组件,所述高强度钢带5上设有与支护杆组件相适配的圆形凹槽51,所述支护杆组件的两端分别与两根高强度钢带5的圆形凹槽51相连接。本发明的巷道顶帮支护装置将高强度钢带和支护杆组件形成支护整体,对巷道围岩产生应力集中的区域加强支护,防止顶帮变形,其中高强度钢带可由上面上直接购买,方便耐用。As shown in Figure 1, the present invention provides a roadway roof support device, which includes two high-strength steel belts 5 and multiple support rod assemblies, and the high-strength steel belts 5 are equipped with A suitable circular groove 51 , the two ends of the support rod assembly are respectively connected with the circular grooves 51 of two high-strength steel strips 5 . In the roadway roof support device of the present invention, the high-strength steel belt and the support rod assembly are formed into a support body to strengthen the support for the area where stress concentration occurs in the surrounding rock of the roadway to prevent deformation of the roof. The high-strength steel belt can be lifted from above Buy direct for convenience and durability.
如图2所示,所述支护杆组件包括第一杆体1和第二杆体2,所述第一杆体1的一端和第二杆体2的一端通过螺纹自锁式连接。如图3所示,自锁现象是指如果作用于物体的主动力的合力F的作用线在摩擦角α之内(摩擦角α的正切值等于材料的摩擦系数,即tanα=f,f为材料摩擦系数。),则无论这个力怎样大,总有一个全约束反力F’与之平衡,物体保持静止;反之,如果主动力的合力F的作用线在摩擦角之外,则无论这个力多么小,物体也不可能保持平衡。这种与力大小无关而与摩擦角有关的平衡条件称为自锁条件。物体在这种条件下的平衡现象称之自锁现象。As shown in FIG. 2 , the support rod assembly includes a first rod body 1 and a second rod body 2 , and one end of the first rod body 1 and one end of the second rod body 2 are connected by threaded self-locking. As shown in Figure 3, the self-locking phenomenon means that if the line of action of the resultant force F of the active force acting on the object is within the friction angle α (the tangent value of the friction angle α is equal to the friction coefficient of the material, that is, tanα=f, f is material friction coefficient.), then no matter how great this force is, there is always a fully restrained reaction force F' to balance it, and the object remains stationary; on the contrary, if the line of action of the resultant force F of the active force is outside the friction angle, no matter this No matter how small the force is, it is impossible for an object to maintain balance. This equilibrium condition, which has nothing to do with the magnitude of the force but is related to the friction angle, is called the self-locking condition. The balance phenomenon of objects under this condition is called self-locking phenomenon.
所述第一杆体1包括第一杆本体11和螺纹连接段12,所述第一杆本体11和螺纹连接段12的一体成型,所述螺纹连接段12上设有外螺纹13。The first rod body 1 includes a first rod body 11 and a threaded connection section 12 , the first rod body 11 and the threaded connection section 12 are integrally formed, and the threaded connection section 12 is provided with an external thread 13 .
所述第二杆体2包括第二杆本体21和螺纹连接管22,所述第二杆本体21和螺纹连接管22的一体成型,所述螺纹连接管22内设有与外螺纹相适配的内螺纹23。内螺纹和外螺纹的适配连接,进一步保证了自锁现象的实现。The second rod body 2 includes a second rod body 21 and a threaded connecting pipe 22, the second rod body 21 and the threaded connecting pipe 22 are integrally formed, and the threaded connecting pipe 22 is provided with a Internal thread 23. The adaptive connection of the internal thread and the external thread further ensures the realization of the self-locking phenomenon.
由此,通过螺纹的拧转,支护杆组件的长度可调节,所以可适用于不同宽度的巷道支护;此外,根据自锁原理,在支护杆组件的两端施加的力无论怎样大,支护杆组件都不会发生轴向变形。Thus, by twisting the thread, the length of the support rod assembly can be adjusted, so it can be applied to roadway support of different widths; in addition, according to the principle of self-locking, no matter how large the force exerted on both ends of the support rod assembly , the support rod assembly will not undergo axial deformation.
所述外螺纹13的深度为螺纹连接段直径的0.1-0.15倍。这一螺纹深度既保证了自锁现象的实现,又能保证在控制支护杆组件长度与巷道是配饰,操作方便。The depth of the external thread 13 is 0.1-0.15 times the diameter of the threaded connection section. This thread depth not only ensures the realization of the self-locking phenomenon, but also ensures that the length of the support rod assembly and the roadway are accessories, and the operation is convenient.
所述外螺纹23的切线与垂直于第一杆体的你轴线的平面之间的夹角α为5到30°。The included angle α between the tangent of the external thread 23 and the plane perpendicular to the axis of the first rod body is 5 to 30°.
如图4所示,还包括金属织网层3,所述金属织网层3包裹在第一杆体1和第二杆体2的外侧。金属织网层的设置为支护杆组件做了双保险,进一步的加强了本发明的巷道顶帮支护装置的强度。As shown in FIG. 4 , a metal mesh layer 3 is also included, and the metal mesh layer 3 is wrapped around the outside of the first rod body 1 and the second rod body 2 . The arrangement of the metal mesh layer provides double insurance for the support rod assembly, and further strengthens the strength of the roadway roof support device of the present invention.
所述金属织网层3由弹性钢丝或者弹性铜丝制成,所述金属织网3层具有弹性。如图6所示,所述弹性织网采用经线纬线的交错编织法编织而成,故而其在轴向和径向方向均具有一定的弹性,而有弹性的金属织网层能够更好的与杆体贴合适配。The metal mesh layer 3 is made of elastic steel wire or elastic copper wire, and the metal mesh layer 3 is elastic. As shown in Figure 6, the elastic mesh is woven by the interlaced weaving method of warp and weft, so it has a certain degree of elasticity in the axial and radial directions, and the elastic metal mesh layer can be better integrated with The rod fits snugly.
如图4所示,还包括防腐层4,所述防腐层4套设在金属织网层3的外侧,所述防腐层4由橡胶或者乳胶制成,所述防腐层4与金属织网层3紧密贴合。防腐层的设置能够减缓杆体和织网层的老化速度从而延长支护装置的使用寿命。As shown in Figure 4, also comprise anticorrosion layer 4, described anticorrosion layer 4 is sleeved on the outside of metal mesh layer 3, and described anticorrosion layer 4 is made of rubber or latex, and described anticorrosion layer 4 and metal mesh layer 3 tight fit. The setting of the anti-corrosion layer can slow down the aging speed of the rod body and the weaving layer so as to prolong the service life of the supporting device.
如图5所示,所述多个圆形凹槽在高强度钢带上等间距分布。均匀分布的圆形凹槽表明与之适配的支护杆组件也是均匀分布的,这样力的分布更加均匀,更加利于巷道顶帮的支护。As shown in Fig. 5, the plurality of circular grooves are equally spaced on the high-strength steel strip. Evenly distributed circular grooves indicate that the matching support rod components are also uniformly distributed, so that the force distribution is more uniform, which is more conducive to the support of the roadway roof.
以上所述仅为本发明的较佳实施例,并不用以限制本发明,凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be included in the protection of the present invention. within range.
Claims (10)
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| JPH11280397A (en) * | 1998-03-30 | 1999-10-12 | Super Resin Kogyo Kk | Lock bolt structural body |
| CN202090926U (en) * | 2011-05-10 | 2011-12-28 | 中国华冶科工集团有限公司 | Support for down-hole rail roadway formwork |
| CN202266277U (en) * | 2011-08-26 | 2012-06-06 | 鹤壁煤业二矿有限责任公司 | Contractible strut for U-shaped shed support |
| CN102733820A (en) * | 2012-07-05 | 2012-10-17 | 山东新阳能源有限公司 | Gob-side entry retaining support wall and integrated construction method thereof |
| CN104153798A (en) * | 2014-07-31 | 2014-11-19 | 山东华联矿业股份有限公司 | Roof supporting device |
| CN205172591U (en) * | 2015-11-18 | 2016-04-20 | 中国水利水电第四工程局有限公司 | Tunnel concrete placement new plastic formworking jumbo |
-
2017
- 2017-07-25 CN CN201710610992.3A patent/CN107269302B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11280397A (en) * | 1998-03-30 | 1999-10-12 | Super Resin Kogyo Kk | Lock bolt structural body |
| CN202090926U (en) * | 2011-05-10 | 2011-12-28 | 中国华冶科工集团有限公司 | Support for down-hole rail roadway formwork |
| CN202266277U (en) * | 2011-08-26 | 2012-06-06 | 鹤壁煤业二矿有限责任公司 | Contractible strut for U-shaped shed support |
| CN102733820A (en) * | 2012-07-05 | 2012-10-17 | 山东新阳能源有限公司 | Gob-side entry retaining support wall and integrated construction method thereof |
| CN104153798A (en) * | 2014-07-31 | 2014-11-19 | 山东华联矿业股份有限公司 | Roof supporting device |
| CN205172591U (en) * | 2015-11-18 | 2016-04-20 | 中国水利水电第四工程局有限公司 | Tunnel concrete placement new plastic formworking jumbo |
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