CN110469354A - A kind of anti-pulling anchor pole for country rock micro seismic monitoring - Google Patents
A kind of anti-pulling anchor pole for country rock micro seismic monitoring Download PDFInfo
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- CN110469354A CN110469354A CN201910818566.8A CN201910818566A CN110469354A CN 110469354 A CN110469354 A CN 110469354A CN 201910818566 A CN201910818566 A CN 201910818566A CN 110469354 A CN110469354 A CN 110469354A
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- 239000011435 rock Substances 0.000 title claims abstract description 41
- 238000012544 monitoring process Methods 0.000 title claims abstract description 20
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- 239000011440 grout Substances 0.000 abstract description 8
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- 230000003111 delayed effect Effects 0.000 description 3
- 230000001133 acceleration Effects 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 2
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Classifications
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/0026—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/0093—Accessories
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F17/00—Methods or devices for use in mines or tunnels, not covered elsewhere
- E21F17/18—Special adaptations of signalling or alarm devices
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- Geology (AREA)
- Structural Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
本发明涉及一种用于围岩微震监测的抗拉拔锚杆,其包括锚头、微震感知装置、锚杆主体、抗拉拔部件、止浆塞、托盘和紧固件,所述锚头内部为中空设置,用于放置并固定所述微震感知装置,所述锚头连接锚杆主体,所述抗拉拔部件的前端设有抗拉拔部件,锚杆主体的尾部设有所述紧固件;靠近锚杆主体的尾部设有托盘,所述止浆塞设于托盘与锚杆主体的中间。本发明通过在锚杆内设置微震感知装置可以使该锚杆起到监测一定区域内围岩状态的作用,改变了传统的监测布置方式,将微震传感器放置于深入围岩深部的锚头内,提高了监测数据的准确性;微震感知装置位于锚头内,减少了每次拆卸的繁琐过程,提高了长期监测的效率。
The invention relates to a pullout-resistant bolt for microseismic monitoring of surrounding rocks, which includes an anchor head, a microseismic sensing device, a bolt body, a pullout-resistant component, a grout stopper, a tray and fasteners, the anchor head The interior is hollow for placing and fixing the microseismic sensing device. The anchor head is connected to the main body of the anchor rod. Firmware; a tray is provided near the tail of the main body of the anchor rod, and the grout stopper is arranged between the tray and the main body of the anchor rod. In the present invention, by setting the microseismic sensing device in the bolt, the bolt can be used to monitor the state of the surrounding rock in a certain area, and the traditional monitoring layout method is changed, and the microseismic sensor is placed in the anchor head deep into the surrounding rock. The accuracy of monitoring data is improved; the microseismic sensing device is located in the anchor head, which reduces the cumbersome process of each disassembly and improves the efficiency of long-term monitoring.
Description
技术领域technical field
本发明涉及一种用于围岩微震监测的抗拉拔锚杆,属于隧道支护技术领域。The invention relates to a pull-out bolt used for microseismic monitoring of surrounding rocks, and belongs to the technical field of tunnel support.
背景技术Background technique
锚杆支护技术是隧道开挖以及地下工程常见的一种中支护方式,有利于维护围岩稳定的作用。Bolt support technology is a common medium support method for tunnel excavation and underground engineering, which is conducive to maintaining the stability of surrounding rock.
在深埋、硬脆性围岩的地下洞室或隧道中,在隧道还未开挖之前,岩体处于一定的应力平衡状态,当隧道开挖后,由于破坏了岩体的应力平衡,由原来的三向应力状态变为二向应力状态甚至是单向应力状态,有可能产生岩爆、滞后岩爆这样一种特殊岩石力学现象。In underground caverns or tunnels with deep burial and hard and brittle surrounding rocks, before the tunnel is excavated, the rock mass is in a certain state of stress balance. After the tunnel is excavated, the stress balance of the rock mass is destroyed. If the three-dimensional stress state changes to a two-dimensional stress state or even a one-dimensional stress state, a special rock mechanics phenomenon such as rockburst and delayed rockburst may occur.
岩爆现象是在硬脆完整岩体中,由洞室埋深大或地壳运动可能使岩体中的应变能产生大量的聚集,形成很大的初始能力,在施工开挖过程中,聚集在岩体中的应变能的突然释放。The phenomenon of rockburst is that in the hard and brittle intact rock mass, the strain energy in the rock mass may accumulate a large amount due to the large buried depth of the cavern or the movement of the earth's crust, forming a large initial capacity. The sudden release of strain energy in a rock mass.
研究认为滞后岩爆是围岩流变损伤积累,微裂隙萌生、发展、贯通,并形成宏观裂纹,是滞后岩爆发生的重要原因。当传统的监测手段出现变化时,岩体内部早已产生了大量的微观破裂,传统的外部监测结果必然滞后于其围岩内部微震活动,这样无法起到岩爆的预警作用。The research shows that the delayed rockburst is the accumulation of rheological damage in the surrounding rock, and the initiation, development, penetration of micro-cracks, and the formation of macroscopic cracks are the important reasons for the occurrence of delayed rockburst. When the traditional monitoring method changes, a large number of microscopic fractures have already occurred inside the rock mass, and the traditional external monitoring results must lag behind the microseismic activity inside the surrounding rock, so it cannot play an early warning role for rockbursts.
发明内容Contents of the invention
(一)要解决的技术问题(1) Technical problems to be solved
为了解决现有技术的上述问题,本发明提供一种用于围岩微震监测的抗拉拔锚杆,其改变了传统的监测手段布置方式,将微震感知装置置于锚杆内,具有提高测试结果的精确性,方便了围岩的长期监测,该锚杆还具有抗拔拉等特点。In order to solve the above-mentioned problems in the prior art, the present invention provides a pull-out bolt for microseismic monitoring of surrounding rocks, which changes the traditional arrangement of monitoring means, and puts the microseismic sensing device in the bolt, which has improved test performance. The accuracy of the result facilitates the long-term monitoring of the surrounding rock, and the bolt also has the characteristics of pull-out resistance.
(二)技术方案(2) Technical solutions
为了达到上述目的,本发明采用的主要技术方案包括:In order to achieve the above object, the main technical solutions adopted in the present invention include:
一种用于围岩微震监测的抗拉拔锚杆,其包括锚头、微震感知装置、锚杆主体、抗拉拔部件、止浆塞、托盘和紧固件,其中,所述锚头内部为中空设置,用于放置并固定所述微震感知装置,所述锚头连接锚杆主体,所述抗拉拔部件的前端设有抗拉拔部件,锚杆主体的尾部设有所述紧固件;靠近锚杆主体的尾部设有托盘,所述止浆塞设于托盘与锚杆主体的中间。A pullout-resistant bolt for microseismic monitoring of surrounding rocks, which includes an anchor head, a microseismic sensing device, a bolt body, a pullout-resistant component, a grout stopper, a tray, and fasteners, wherein the inside of the anchor head It is hollow and used to place and fix the microseismic sensing device. The anchor head is connected to the main body of the anchor rod. A tray is provided near the tail of the main body of the anchor rod, and the grout stopper is arranged between the tray and the main body of the anchor rod.
在一个优选的实施方案中,所述微震感知装置为地震传感器或加速度传感器。In a preferred embodiment, the microseismic sensing device is an earthquake sensor or an acceleration sensor.
在一个优选的实施方案中,所述抗拉拔部件的外部设有抗拉拔杆件,内部设有螺孔用于与锚杆主体连接。In a preferred embodiment, the pullout-resistant member is provided with a pullout-resistant rod on the outside, and a screw hole is provided inside for connecting with the main body of the anchor rod.
在一个优选的实施方案中,所述锚头的尾端设有螺孔,所述锚杆主体的头部设有螺杆,螺杆与螺孔相匹配连接。In a preferred embodiment, the tail end of the anchor head is provided with a screw hole, the head of the main body of the anchor rod is provided with a screw rod, and the screw rod is matched with the screw hole.
在一个优选的实施方案中,所述锚杆主体的内部具有孔道,用于传输微震感知装置的可传输数据导线。In a preferred embodiment, the inside of the main body of the anchor rod has a hole for transmitting the transmittable data wire of the microseismic sensing device.
在一个优选的实施方案中,所述紧固件为一内部具有螺孔的螺母,安装时位于锚杆尾部用来将锚杆与围岩紧固在一起。In a preferred embodiment, the fastener is a nut with a screw hole inside, which is located at the tail of the bolt during installation and is used to fasten the bolt and the surrounding rock together.
在一个优选的实施方案中,所述托盘为方形结构,其为中间鼓起,中央设有与锚杆主体匹配的通孔,套在锚杆主体的尾部。In a preferred embodiment, the tray is a square structure with a bulge in the middle, a through hole matching the main body of the anchor rod is provided in the center, and is sleeved on the tail of the main body of the anchor rod.
托盘通过给紧固件施加一定的扭矩使托盘压紧围岩表面,给锚杆提供预紧力,并使预紧力扩散到锚杆周围的围岩中,从而改善围岩应力。The tray applies a certain torque to the fastener to make the tray press the surface of the surrounding rock, provide pre-tightening force to the bolt, and spread the pre-tightening force into the surrounding rock around the anchor, thereby improving the stress of the surrounding rock.
(三)有益效果(3) Beneficial effects
本发明的有益效果是:The beneficial effects of the present invention are:
本发明提供的用于围岩微震监测的抗拉拔锚杆,通过在锚杆内设置微震感知装置可以使该锚杆起到监测一定区域内围岩状态的作用,改变了传统的监测布置方式,将微震传感器放置于深入围岩深部的锚头内,提高了监测数据的准确性。微震感知装置位于锚头内,减少了每次拆卸的繁琐过程,提高了长期监测的效率;防拔拉构件与托盘、紧固件相互作用能很好地将锚杆与围岩契合,起到支护围岩的作用。The anti-pull bolt for microseismic monitoring of surrounding rock provided by the present invention can make the bolt play the role of monitoring the state of surrounding rock in a certain area by setting a microseismic sensing device in the bolt, which changes the traditional monitoring arrangement , the microseismic sensor is placed in the anchor head deep into the surrounding rock, which improves the accuracy of monitoring data. The microseismic sensing device is located in the anchor head, which reduces the cumbersome process of each disassembly and improves the efficiency of long-term monitoring; the interaction between the anti-pull component, the tray, and the fastener can well fit the anchor rod with the surrounding rock, and play a The role of supporting surrounding rock.
附图说明Description of drawings
图1为本发明抗拉拔锚杆示意图;Fig. 1 is the schematic diagram of pullout anchor rod of the present invention;
图2为本发明抗拉拔部件示意图;Fig. 2 is a schematic diagram of the anti-drawing part of the present invention;
图3为本发明托盘示意图;Fig. 3 is a schematic diagram of the tray of the present invention;
图4为本发明紧固件示意图。Fig. 4 is a schematic diagram of the fastener of the present invention.
【附图标记说明】[Description of Reference Signs]
1:锚头;1: anchor head;
2:锚杆主体;2: Anchor body;
3:抗拉拔部件;3: Pull-out resistant parts;
4:止浆塞;4: Stopper;
5:紧固件;5: fasteners;
6:托盘;6: Tray;
7:微震感知装置;7: Microseismic sensing device;
8:抗拉拔杆件;8: Pull-out rods;
9:螺杆;9: screw;
10:可传输数据导线。10: Can transmit data wires.
具体实施方式Detailed ways
为了更好的解释本发明,以便于理解,下面结合附图,通过具体实施方式,对本发明作详细描述。In order to better explain the present invention and facilitate understanding, the present invention will be described in detail below through specific embodiments in conjunction with the accompanying drawings.
实施例1Example 1
本发明提供了一种可用于围岩微震监测系统的抗拉拔锚杆,如图1所示,其包括锚头1、锚杆主体2、抗拉拔部件3、止浆塞4、紧固件5、托盘6以及微震感知装置7。其中,锚头1内部设有一定的空间来容纳并固定住微震感知装置7,微震感知装置7为地震传感器或是加速度传感器。锚头1连接锚杆主体2,锚杆主体2的头部设有螺杆9,螺杆9上设有螺纹,在锚头1尾端设有足够长的螺孔,螺纹与螺孔相互适配,用于连接锚杆主体2头部的螺杆9。锚杆主体2的内部具有孔道,用于传输微震感知装置的可传输数据导线10。抗拔拉部件3设于锚杆主体2的头部,上面布有两组共12根防拔钢筋;如图2所示,抗拔拉部件3的外部设有抗拉拔杆件8,抗拉拔杆件8可设为钢筋,内部设有螺孔用于与锚杆主体连接。靠近锚杆主体2的尾部设有托盘6,托盘结构如图3所示,托盘为方形结构,其为中间鼓起,中央设有与锚杆主体2匹配的通孔,套在锚杆主体2的尾部。锚杆主体2的尾部设有紧固件5,如图4所示,紧固件为一内部具有螺孔的螺母,安装时位于锚杆尾部用来将锚杆与围岩紧固在一起。止浆塞4设于托盘6与锚杆主体2的中间,止浆塞4的作用是防止锚孔内注浆流出。托盘6将锚杆把紧固件锁紧力矩所产生的推力传递给围岩,产生初锚力,同时又将围岩的压力传递给锚杆,产生工作阻力,共同加固围岩。防拔拉构件3与托盘6、紧固件5相互作用能很好地将锚杆与围岩契合,起到支护围岩的作用。The present invention provides a pullout-resistant bolt that can be used in a surrounding rock microseismic monitoring system. Part 5, tray 6 and microseismic sensing device 7. Wherein, a certain space is provided inside the anchor head 1 to accommodate and fix the microseismic sensing device 7, and the microseismic sensing device 7 is an earthquake sensor or an acceleration sensor. The anchor head 1 is connected to the main body of the anchor rod 2. The head of the main body 2 of the anchor rod is provided with a screw rod 9. The screw rod 9 is provided with a screw thread. There is a long enough screw hole at the end of the anchor head 1. The screw thread and the screw hole are compatible with each other. It is used to connect the screw rod 9 at the head of the main body 2 of the anchor rod. The interior of the bolt main body 2 has a hole for transmitting the transmittable data wire 10 of the microseismic sensing device. The anti-pull part 3 is arranged on the head of the anchor rod main body 2, and two sets of 12 anti-pull bars are arranged on it; as shown in Fig. The drawing rod 8 can be set as a steel bar, and the inside is provided with a screw hole for connecting with the main body of the anchor rod. A tray 6 is provided near the tail of the anchor main body 2. The tray structure is shown in Figure 3. The tray is a square structure with a bulge in the middle, and a through hole matching the anchor main body 2 is provided in the center, and is sleeved on the anchor main body 2. of the tail. The tail of the bolt main body 2 is provided with a fastener 5, as shown in Figure 4, the fastener is a nut with a screw hole inside, and is positioned at the tail of the bolt during installation to fasten the bolt with the surrounding rock. The grout stopper 4 is arranged in the middle of the tray 6 and the anchor rod main body 2, and the function of the grout stopper 4 is to prevent the grout from flowing out in the anchor hole. Tray 6 transmits the thrust generated by the bolt locking torque of the fastener to the surrounding rock to generate the initial anchor force, and at the same time transmits the pressure of the surrounding rock to the bolt to generate working resistance and jointly reinforce the surrounding rock. The interaction between the anti-pull member 3, the tray 6 and the fastener 5 can fit the anchor rod well with the surrounding rock, and play a role in supporting the surrounding rock.
本发明装置的连接、使用方法如下:The connection and method of use of the device of the present invention are as follows:
步骤1、首先将抗拉拔部件3与锚杆主体2连接上,抗拉拔部件3其内部留有螺孔,其后将锚头1上的导线穿过锚杆主体2内部的预留孔道引至紧固件5一端,然后将锚杆主体2与锚头1连接,安装止浆塞4、托盘6以及紧固件5。Step 1. First, connect the anti-drawing part 3 to the anchor body 2. The anti-drawing part 3 has a screw hole inside, and then pass the wire on the anchor head 1 through the reserved hole inside the anchor body 2. Lead to one end of the fastener 5, then connect the main body 2 of the anchor rod with the anchor head 1, and install the grout stopper 4, the tray 6 and the fastener 5.
步骤2、在围岩需要锚固的地方钻设一个钻孔,用高压风将钻孔内的杂物清理干净,确保孔内不留石粉,检查其直径尺寸是否符合设计要求。Step 2. Drill a hole where the surrounding rock needs to be anchored. Use high-pressure air to clean up the sundries in the hole to ensure that there is no stone powder in the hole, and check whether its diameter meets the design requirements.
步骤3、将适量的锚固剂放入水中,浸泡1~2分钟,以不冒水泡为止,在标定的初凝时间内将锚固剂放入锚孔中,然后以最快的速度插入锚杆。锚杆安设后不要随意敲击,其锚杆端部不要悬挂重物。Step 3. Put an appropriate amount of anchoring agent into the water, soak for 1 to 2 minutes, until no blisters occur, put the anchoring agent into the anchor hole within the calibrated initial setting time, and then insert the anchor rod at the fastest speed. After the anchor rod is installed, do not knock it at will, and do not hang heavy objects at the end of the anchor rod.
步骤4、将锚杆端部的导线连至数据采集仪,微震信号通过数据采集仪录入主机系统即可完成微震信号采集。Step 4. Connect the wire at the end of the anchor rod to the data acquisition instrument, and the microseismic signal is input into the host system through the data acquisition instrument to complete the microseismic signal acquisition.
本发明中的震感知装置位于锚头内,用于监测该锚孔一定区域内围岩的微震情况。锚头内具有封闭的容纳腔,与锚杆主体连接后形成封闭的用于容纳微震感知装置的空间,提高了采集数据的准确性,提高了长期监测效率;还可以抑制岩体开裂,提高围岩支护结构的稳定性。The seismic sensing device in the present invention is located in the anchor head and is used to monitor the microseismic situation of the surrounding rock in a certain area of the anchor hole. The anchor head has a closed accommodation cavity, which forms a closed space for accommodating the microseismic sensing device after being connected with the main body of the anchor rod, which improves the accuracy of data collection and improves the efficiency of long-term monitoring; it can also inhibit rock mass cracking and improve the surrounding area. Stability of rock support structures.
以上所述,仅是本发明的较佳实施例而已,并非是对本发明做其它形式的限制,任何本领域技术人员可以利用上述公开的技术内容加以变更或改型为等同变化的等效实施例。但是凡是未脱离本发明技术方案内容,依据本发明的技术实质对以上实施例所作的任何简单修改、等同变化与改型,仍属于本发明技术方案的保护范围。The above is only a preferred embodiment of the present invention, and is not intended to limit the present invention in other forms. Any person skilled in the art can use the technical content disclosed above to change or modify it into an equivalent embodiment with equivalent changes. . However, any simple modifications, equivalent changes and modifications made to the above embodiments according to the technical essence of the present invention without departing from the content of the technical solution of the present invention still belong to the protection scope of the technical solution of the present invention.
Claims (7)
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CN201910818566.8A CN110469354A (en) | 2019-08-30 | 2019-08-30 | A kind of anti-pulling anchor pole for country rock micro seismic monitoring |
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Cited By (1)
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CN111577360A (en) * | 2020-06-12 | 2020-08-25 | 中南大学 | Recoverable acquisition instrument for real-time observation of stress characteristic and vibration characteristic of stope surrounding rock and use method |
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CN111577360A (en) * | 2020-06-12 | 2020-08-25 | 中南大学 | Recoverable acquisition instrument for real-time observation of stress characteristic and vibration characteristic of stope surrounding rock and use method |
CN111577360B (en) * | 2020-06-12 | 2021-04-27 | 中南大学 | A method of using a recyclable collector for real-time observation of the force characteristics and vibration characteristics of the surrounding rock in the stope |
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