CN201835869U - Gob-side retained entry reinforcing fill structure - Google Patents
Gob-side retained entry reinforcing fill structure Download PDFInfo
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- CN201835869U CN201835869U CN2010205300781U CN201020530078U CN201835869U CN 201835869 U CN201835869 U CN 201835869U CN 2010205300781 U CN2010205300781 U CN 2010205300781U CN 201020530078 U CN201020530078 U CN 201020530078U CN 201835869 U CN201835869 U CN 201835869U
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Abstract
一种沿空留巷加固充填体结构,包括充填袋,充填袋的顶部边缘间隔设有数条顶部小袋子,充填袋沿充填方向两侧面间隔对称设有数条侧面小袋子,并设有穿过侧面小袋子的对拉锚杆,充填袋的顶部和周边间隔设有若干挂钩,充填袋的周围设有用铁丝固定的护模钢筋网。充填前,从侧面小袋子里穿上对拉锚杆,用铁丝捆紧小袋子,上好托盘,拧紧螺帽;充填时利用充填泵的出浆口压力,将充填袋鼓起充分接顶,待充填体达到一定强度后将锚杆锚固力拧到预设值,一步实现充填和加固充填体。其结构简单、施工方便。
A reinforced filling body structure along a gob-side entry, including a filling bag, the top edge of the filling bag is provided with several top small bags at intervals, and several side small bags are symmetrically arranged on both sides of the filling bag along the filling direction. There are a number of hooks at intervals between the top and the periphery of the filling bag for the pull anchor rod of the small bag, and a mold-protecting steel mesh fixed with iron wires around the filling bag. Before filling, put on the pull anchor rod from the small bag on the side, tie the small bag tightly with iron wire, install the tray, and tighten the nut; when filling, use the pressure of the slurry outlet of the filling pump to fully inflate the filling bag and connect it to the top. After the filling body reaches a certain strength, the anchoring force of the bolt is screwed to the preset value, and the filling and reinforcement of the filling body can be realized in one step. The structure is simple and the construction is convenient.
Description
技术领域technical field
本实用新型涉及井下机械化构筑巷旁充填体技术领域,尤其是一种适用于深部高应力矿井的沿空留巷加固充填体结构。 The utility model relates to the technical field of underground mechanized construction of roadside filling bodies, in particular to a gob-side retaining roadway reinforcement filling body structure suitable for deep high-stress mines. the
背景技术Background technique
沿空留巷是将一条巷道作两次利用,极大地提高资源回收率,缓解采掘接替紧张,是煤矿开采及回采巷道布置技术的一项重大改革。进入深部开采后,矿压显现加剧,巷道径缩明显,出现沿空留巷充填体大变形、承载失效日益增多,特别是未接顶的充填体破坏更为严重。因此,沿空留巷巷旁充填接顶效果和充填体支护是关键。以前机械化充填的通常做法是:1、先在充填空间外围打牢单体支柱支护充填空间,再支设充填模板,然后将适宜的充填袋放入模板内,挂起充填袋,使充填袋下部成形,开泵充填;2、在充填过程中,每充填一定高度,上提一次充填袋,避免充填袋下坠打皱。充填时,等充填袋内料浆逐渐增高接近模板上端时再加一块模板或木制调节模板,如此循环上述过程,直到充填袋充满接顶为止;3、待充填体凝固后,拆下模板,然后在充填体上钻眼、挂网、安设对拉锚杆以加固充填体。 Gobside retention is to use a roadway twice, which greatly improves the resource recovery rate and relieves the tension of mining replacement. It is a major reform of coal mining and mining roadway layout technology. After entering deep mining, the mine pressure intensifies, the roadway diameter shrinks significantly, large deformation of gob-side retaining filling body occurs, and bearing failure increases, especially the unroofed filling body damage is more serious. Therefore, the filling and roof connection effect and filling body support are the key points in gob-side entry retention. The usual method of mechanized filling in the past is: 1. First, secure the single pillar supporting the filling space on the periphery of the filling space, then set up the filling formwork, then put the suitable filling bag into the formwork, hang the filling bag, and make the filling bag The lower part is formed, and the pump is turned on for filling; 2. During the filling process, every time a certain height is filled, the filling bag is lifted up once to avoid falling and wrinkling of the filling bag. When filling, when the slurry in the filling bag gradually increases and approaches the upper end of the formwork, add a formwork or a wooden adjustment formwork, and repeat the above process until the filling bag is full and connected to the top; 3. After the filling body is solidified, remove the formwork, Then drill holes on the filling body, hang nets, and install pull anchors to reinforce the filling body. the
使用此方式存在的缺点或需改进之处为:1、由于井下工作面顶板条件复杂,工作面采过后,顶板不平(或仰斜或俯斜)、冒落及网兜等情况较为常见,采用敞开式的充填袋时接顶效果差,往往仅有小部分充填体能接顶,就不得不在等充填体凝固后在其上部垫木垛等方式接顶,一方面浪费木材等原材料;另一方面使得留巷顶板在矿山压力作用下缓慢接触到充填体,使煤帮侧的支承压力峰值向煤层深部转移,不能发挥充填材料的早强特性,易造成沿空留巷失败;2、充填与加固充填体分两步实施,工序繁锁,能否在充填时按加固充填体要求预先植入锚杆,待充填体达到一定强度后再拧紧锚杆锚固力到预设值,这样就减少了架设、拆御模板、挂网和钻孔安装锚杆等工序,实现充填和加固充填体一步到位。 The shortcomings of using this method or the points that need to be improved are: 1. Due to the complex conditions of the roof of the underground working face, after the mining of the working face, the roof is uneven (or tilted or tilted), caving and net pockets are more common, and the open method is adopted. The top-connection effect is poor when filling the bag with the traditional type, and often only a small part of the filling body can be connected to the top, so it has to wait for the filling body to solidify and place a wooden pile on its top to connect the top. On the one hand, raw materials such as wood are wasted; on the other hand, it makes the Under the action of mine pressure, the roof of the roadway retaining slowly contacts the filling body, so that the peak value of the bearing pressure on the side of the coal side is transferred to the deep part of the coal seam, which cannot give full play to the early strength characteristics of the filling material, and may easily cause the failure of the roadway retaining along the gob; 2. Filling and reinforcement filling The body is implemented in two steps, and the process is cumbersome. Can the anchor rod be implanted in advance according to the requirements of the reinforced filling body during filling, and the anchor bolt should be tightened to the preset value after the filling body reaches a certain strength, which reduces the need for erection, Processes such as dismantling the formwork, hanging the net, drilling and installing anchor rods, etc., realize filling and strengthening the filling body in one step. the
发明内容Contents of the invention
本实用新型的目的是克服已有技术中的不足之处,提供一种结构简单、减少架设、拆御模板、挂网和钻孔安装锚杆等工序的沿空留巷加固充填体结构。 The purpose of the utility model is to overcome the deficiencies in the prior art, and provide a gob-side retaining reinforcement filling body structure that is simple in structure and reduces the steps of erection, demolition of templates, hanging nets, drilling and installation of bolts and other processes. the
本实用新型的沿空留巷加固充填体结构,包括充填袋,所述的充填袋的顶部边缘间隔设有数条顶部小袋子,充填袋沿充填方向两侧面间隔对称设有数条侧面小袋子,并设有穿过侧面小袋子的对拉锚杆,充填袋的顶部和周边间隔设有若干挂钩,充填袋的周围设有用铁丝固定的护模钢筋网。 The reinforced filling body structure of the gob-side retention alley of the utility model includes a filling bag, the top edge of the filling bag is provided with several top small bags at intervals, and the filling bag is provided with several side small bags at intervals symmetrically on both sides of the filling direction, and There are pull anchor rods passing through the small side bags, several hooks are arranged at intervals between the top and the periphery of the filling bag, and a mold-protecting steel mesh fixed with iron wires is arranged around the filling bag. the
有益效果:本实用新型将充填袋做成封闭的长方体状,在充填袋顶部边缘和沿充填方向两侧面相同位置(按加固充填体要求)缝制数条小袋子,顶部小袋子供充填进料和排气之用,侧面小袋子穿上对拉锚杆作加固充填体之用;再在充填袋顶部中心区域和离充填袋顶部间隔距离的四周侧面线上缝上一定密度的挂钩,将挂钩挂在充填空间顶板或四周,使用钢筋网作充填模板让充填体成型和作对拉锚杆加固充填体护帮之用。改变了沿空留巷将充填和加固充填体分两步实施的工序,其结构简单、操作方便,有利井下施工,能使机械化泵送快速构筑沿空留巷充填体结构密实接顶的同时加固充填体,实现密实接顶和加固充填体的支护。与现有技术相比,首先是能使充填料密实接顶,实现充填材料的早期承载特性,防止离层、切断采空区直接顶;2是构筑充填体密实接顶的同时加固充填体,减少架设、拆御模板、挂网和钻孔安装锚杆等工序;3是不破坏充填体的完整性,减少采空侧的临时护顶宽度,更有利于沿空留巷;4是操作简单,可靠性强,降低充填成本,在本技术领域内具有广泛的实用性。 Beneficial effects: the utility model makes the filling bag into a closed cuboid shape, and several small bags are sewn on the top edge of the filling bag and at the same position on both sides along the filling direction (according to the requirements of the reinforced filling body), and the small bags on the top are used for filling and feeding. For the purpose of exhausting, the side small bag is put on the pull anchor rod to reinforce the filling body; then sew a certain density of hooks on the central area of the top of the filling bag and the surrounding side lines at a distance from the top of the filling bag, and hang the hook On the roof or surroundings of the filling space, the steel mesh is used as the filling template to shape the filling body and to strengthen the side of the filling body by pulling anchor rods. The process of filling and reinforcing the filling body in the gob-side entry is changed in two steps. Its structure is simple and easy to operate, which is beneficial to underground construction and enables mechanized pumping to quickly construct the gob-side entry entry filling body structure densely connected to the roof while reinforcing Filling body, to achieve dense roofing and reinforcement of the filling body support. Compared with the existing technology, firstly, it can make the filling material densely connected to the roof, realize the early bearing characteristics of the filling material, prevent layer separation, cut off the goaf and directly top; Reduce the process of erection, dismantling formwork, hanging net and drilling and installing anchor rods; 3. It does not destroy the integrity of the filling body, reduces the width of the temporary roof protection at the gob side, and is more conducive to retaining roadways along the goaf; 4. Simple operation , high reliability, low filling cost, and wide applicability in this technical field. the
附图说明Description of drawings
图1是本实用新型的结构示意图。 Fig. 1 is a structural representation of the utility model. the
图2是图1的I-I断面结构示意图。 Fig. 2 is a schematic diagram of the I-I section structure in Fig. 1 . the
图3是图2的局部放大图。 FIG. 3 is a partially enlarged view of FIG. 2 . the
图中:1-充填袋,2-护模钢筋网,3-铁丝,4-挂钩,5-对拉锚杆,6-顶部小袋子,7-螺帽,8-托盘,9-侧面小袋子。 In the picture: 1-Filling bag, 2-Reinforcing formwork reinforcement mesh, 3-Iron wire, 4-Hook, 5-Double anchor rod, 6-Top small bag, 7-Nut, 8-Tray, 9-Side small bag . the
具体实施方式Detailed ways
下面结合附图对本实用新型的一个实施例作进一步的描述: An embodiment of the present utility model is further described below in conjunction with accompanying drawing:
附图所示,本实用新型的沿空留巷加固充填体结构,包括做成封闭的长方体状的充填袋1,充填袋1的顶部边缘间隔设有数条供充填进料和排气之用的顶部小袋子6,充填袋1沿充填方向两侧面间隔对称设有数条穿套对拉锚杆5的侧面小袋子9,对拉锚杆5穿过侧面小袋子9,其两端头分别装有托盘8和螺帽7,充填袋1的顶部和周边间隔设有若干挂钩4,充填袋1的周围设有用铁丝3固定的护模钢筋网2。在充填前,从侧面小袋子里穿上对拉锚杆,用铁丝3捆紧侧面小袋子9,上好托盘8,拧紧螺帽7;充填时利用充填泵的出浆口压力,将充填袋鼓起充分接触到工作面顶板煤、或岩层;待充填体达到一定强度后将对拉锚杆锚固力拧到预设值,将充填和加固充填体一步实现。 As shown in the accompanying drawings, the gob-side entry reinforcement filling body structure of the present invention includes a closed
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101975085A (en) * | 2010-09-09 | 2011-02-16 | 中国矿业大学 | Gob-side entry retaining reinforcing filling body structure and construction method thereof |
CN103089279A (en) * | 2013-01-15 | 2013-05-08 | 河南理工大学 | Multi-lane along-groove inter-lane thin coal pillar reinforcing method |
CN106089237A (en) * | 2016-07-06 | 2016-11-09 | 冀中能源邯郸矿业集团有限公司 | A kind of high-water material thin wall composite support gob-side entry retaining method |
CN106194250A (en) * | 2016-06-22 | 2016-12-07 | 西安科技大学 | A kind of gob-side entry retaining concrete filling wall annular air-pocket template |
CN103850709B (en) * | 2014-01-15 | 2020-06-12 | 夏军武 | Structural filling method in underground mining |
CN111963236A (en) * | 2020-08-12 | 2020-11-20 | 平顶山天安煤业股份有限公司 | Grouting, filling and supporting device for gob-side entry retaining of coal face |
-
2010
- 2010-09-09 CN CN2010205300781U patent/CN201835869U/en not_active Expired - Fee Related
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101975085A (en) * | 2010-09-09 | 2011-02-16 | 中国矿业大学 | Gob-side entry retaining reinforcing filling body structure and construction method thereof |
CN101975085B (en) * | 2010-09-09 | 2013-07-03 | 中国矿业大学 | Gob-side entry retaining reinforcing filling body structure construction method |
CN103089279A (en) * | 2013-01-15 | 2013-05-08 | 河南理工大学 | Multi-lane along-groove inter-lane thin coal pillar reinforcing method |
CN103089279B (en) * | 2013-01-15 | 2016-01-20 | 河南理工大学 | The method that between crossheading lane, a kind of many lanes, bog-head coal post is reinforced |
CN103850709B (en) * | 2014-01-15 | 2020-06-12 | 夏军武 | Structural filling method in underground mining |
CN106194250A (en) * | 2016-06-22 | 2016-12-07 | 西安科技大学 | A kind of gob-side entry retaining concrete filling wall annular air-pocket template |
CN106194250B (en) * | 2016-06-22 | 2018-08-03 | 西安科技大学 | A kind of gob-side entry retaining concrete filling wall annular air-pocket template |
CN106089237A (en) * | 2016-07-06 | 2016-11-09 | 冀中能源邯郸矿业集团有限公司 | A kind of high-water material thin wall composite support gob-side entry retaining method |
CN106089237B (en) * | 2016-07-06 | 2018-07-24 | 冀中能源邯郸矿业集团有限公司 | A kind of thin wall composite support gob-side entry retaining method of high-water material |
CN111963236A (en) * | 2020-08-12 | 2020-11-20 | 平顶山天安煤业股份有限公司 | Grouting, filling and supporting device for gob-side entry retaining of coal face |
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Granted publication date: 20110518 Termination date: 20130909 |