CN107476814A - A kind of self-vibration jet grouted anchor bar integrated construction device and method - Google Patents
A kind of self-vibration jet grouted anchor bar integrated construction device and method Download PDFInfo
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- 238000010276 construction Methods 0.000 title claims abstract description 52
- 238000000034 method Methods 0.000 title claims abstract description 31
- 239000011440 grout Substances 0.000 claims abstract description 22
- 230000002787 reinforcement Effects 0.000 claims abstract description 9
- 238000007789 sealing Methods 0.000 claims abstract description 9
- 238000003756 stirring Methods 0.000 claims abstract description 9
- 239000011435 rock Substances 0.000 claims description 58
- 238000005553 drilling Methods 0.000 claims description 45
- 239000002002 slurry Substances 0.000 claims description 28
- 230000000694 effects Effects 0.000 claims description 10
- 239000004568 cement Substances 0.000 claims description 4
- 238000013019 agitation Methods 0.000 claims description 3
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- 230000001960 triggered effect Effects 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 12
- 230000001360 synchronised effect Effects 0.000 description 8
- 238000004873 anchoring Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000005065 mining Methods 0.000 description 3
- 238000005422 blasting Methods 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 229910003460 diamond Inorganic materials 0.000 description 2
- 239000010432 diamond Substances 0.000 description 2
- 239000012530 fluid Substances 0.000 description 2
- 238000013467 fragmentation Methods 0.000 description 2
- 238000006062 fragmentation reaction Methods 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 238000011105 stabilization Methods 0.000 description 2
- 239000012790 adhesive layer Substances 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 230000009897 systematic effect Effects 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D20/00—Setting anchoring-bolts
- E21D20/02—Setting anchoring-bolts with provisions for grouting
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Abstract
本发明公开了一种自振射流注浆锚杆一体化施工设备及方法,是由自振射流注浆锚杆、高压旋转混浆器、注浆装置、液压驱动装置构成。所述的自振射流注浆锚杆,是带有螺棱搅拌片的中空杆体,锚杆前端头设置自振动发生器,自振动发生器连接钎头。所述的高压旋转混浆器上部设置有进料口,底部设置有能够自由升降和旋转的旋转支腿,前部设置有射流喷管,内腔设置有旋转轴,旋转轴前端设置连接插头,与自振射流注浆锚杆连接插槽相配合连接,后端设置有轴承,两端均设置有高压密封盒。注浆装置随时调整注浆量和注浆压力,液压驱动装置提供旋转动力。本项发明将广泛应用于矿山、交通、水利等工程领域的支护加固工程,应用前景广阔,经济效益显著。
The invention discloses a self-vibrating jet grouting bolt integrated construction equipment and method, which is composed of a self-vibrating jet grouting bolt, a high-pressure rotary grout mixer, a grouting device, and a hydraulic drive device. The self-vibrating jet grouting anchor rod is a hollow rod body with a helicoidal stirring plate, a self-vibration generator is arranged at the front end of the anchor rod, and the self-vibration generator is connected to a drill bit. The upper part of the high-pressure rotary mixer is provided with a feed inlet, the bottom is provided with a rotating leg that can be lifted and rotated freely, the front part is provided with a jet nozzle, the inner cavity is provided with a rotating shaft, and the front end of the rotating shaft is provided with a connecting plug. It is matched and connected with the self-vibrating jet grouting bolt connection slot, the rear end is provided with bearings, and both ends are provided with high-pressure sealing boxes. The grouting device adjusts the grouting volume and grouting pressure at any time, and the hydraulic drive device provides rotation power. The invention will be widely used in support and reinforcement projects in engineering fields such as mines, transportation, water conservancy and the like, and has broad application prospects and remarkable economic benefits.
Description
技术领域technical field
本发明涉及矿山、交通、水利、工程领域用的锚杆。The invention relates to bolts used in the fields of mining, transportation, water conservancy and engineering.
背景技术Background technique
在矿山工程、岩土工程、隧道工程等领域中,为防止地层和围岩变形或失稳而危及工程安全,需要对地层围岩进行支护加固,而锚杆支护加固技术是应用最为广泛的一种支护技术。锚杆支护既能充分地发挥岩土体自身的稳定能力,又对原岩扰动小、施工速度快、安全可靠、经济有效,因而在矿山支护、隧道支护、边坡支护、大型地下硐室支护,以及各类建筑物抗浮、抗倾覆工程中得到广泛的应用。其中,注浆锚杆的支护加固效果相比于普通锚杆更为有效。注浆锚杆可实现有压全长粘结,既提高了锚固强度,又可以使浆体有效深入围岩裂隙、提高破碎围岩整体强度,更有效控制围岩变形,且锚杆包裹性好,不易被地层流体腐蚀。In the fields of mining engineering, geotechnical engineering, tunnel engineering, etc., in order to prevent the deformation or instability of the formation and surrounding rock and endanger the safety of the project, it is necessary to support and strengthen the surrounding rock of the formation, and the bolt support reinforcement technology is the most widely used a support technology. Bolt support can not only give full play to the stability of the rock and soil itself, but also has little disturbance to the original rock, fast construction speed, safe and reliable, and economical and effective. Therefore, it is used in mine support, tunnel support, slope support, large-scale It is widely used in the support of underground chambers, as well as anti-floating and anti-overturning projects of various buildings. Among them, the support and reinforcement effect of the grouted anchor is more effective than that of the ordinary anchor. The grouting bolt can achieve full-length bonding under pressure, which not only improves the anchorage strength, but also allows the slurry to effectively penetrate into the cracks of the surrounding rock, improve the overall strength of the broken surrounding rock, and more effectively control the deformation of the surrounding rock, and the anchor has good wrapping properties , not easily corroded by formation fluids.
目前,大部分矿山及岩土工程中应用的注浆锚杆都是以液压或风动钻机为动力源,旋转钻进到地层位置深度后,再安装锚杆,最后进行注浆施工作业。此类注浆锚杆对于改善围岩应力环境和提高围岩承载力虽具有比较明显的效果,但是在围岩体破碎程度高、裂隙发育、围岩自稳时间短、钻眼孔底岩石坚硬等工程中或其它特殊情况下,具有以下不足:(1) 注浆压力低,无法有效深入裂隙,松散破碎围岩整体加固效果差;(2) 锚杆钻进与注浆不能一体化同步进行,一般需先钻孔、抽出钻杆、安装锚杆后,再进行注浆作业,造成施工周期长,且对于极不稳定的围岩,容易错过最佳锚固支护时机,造成围岩变形失稳,甚至破坏;(3) 钻进过程中,仅依靠动力源的旋转钻进,钎头对孔底坚硬岩石的冲击力小,凿岩和破岩效率低、钻速慢、钻眼施工周期长。因此,注浆锚杆的实际应用推广效果并不是十分理想,表现为其全长注浆密实度不高,承载能力不足,施工工序复杂,钻速慢、周期长等。为了克服上述问题,研究人员提出了多种新型注浆锚杆。At present, most of the grouting bolts used in mines and geotechnical engineering use hydraulic or pneumatic drilling rigs as the power source, and after the rotary drilling reaches the depth of the stratum, the bolts are installed, and finally the grouting construction is carried out. Although this type of grouting bolt has obvious effects on improving the surrounding rock stress environment and increasing the bearing capacity of the surrounding rock, it has a high degree of fragmentation of the surrounding rock, developed cracks, short self-stabilization time of the surrounding rock, and hard rock at the bottom of the drilling hole. In other projects or other special circumstances, it has the following disadvantages: (1) The grouting pressure is low, the cracks cannot be effectively penetrated, and the overall reinforcement effect of the loose and broken surrounding rock is poor; (2) The bolt drilling and grouting cannot be integrated and synchronized Generally, it is necessary to drill holes, pull out the drill pipe, install the anchor rod, and then carry out the grouting operation, resulting in a long construction period, and for extremely unstable surrounding rocks, it is easy to miss the best anchoring support time, resulting in deformation and loss of surrounding rocks. (3) During the drilling process, only relying on the rotary drilling of the power source, the impact force of the drill bit on the hard rock at the bottom of the hole is small, the efficiency of rock drilling and rock breaking is low, the drilling speed is slow, and the drilling construction period long. Therefore, the actual application and popularization effect of grouting bolts is not very ideal, which is manifested in the low density of the full-length grouting, insufficient bearing capacity, complicated construction procedures, slow drilling speed, and long cycle time. In order to overcome the above problems, researchers have proposed a variety of new grouting anchors.
例如:中国发明专利ZL201310096450.0公开了一种射孔大头注浆恒阻锚杆,开发了一种适用矿井特殊环境的使用的锚杆,通过爆破射孔装置在锚杆端头(破碎煤岩体内)形成爆破射孔裂隙或孔洞,再利用高压注浆装置在端头破碎煤岩体(软岩)内形成大头锚固锚杆,可在一定程度上提高孔底破岩效率,实现高压注浆等特点,解决了现有普通锚杆在高应力围岩、软岩和破碎岩体的复杂地质条件下支护强度低的问题。但是,该种锚杆采用爆破的手段,施工条件和工序复杂,也不能实现钻眼和注浆同步一体化施工,中途需要更换设备,可能延误最佳支护时机。For example: Chinese invention patent ZL201310096450.0 discloses a perforated large-head grouting constant resistance bolt, and has developed a kind of bolt suitable for the special environment of mines. inside the body) to form blasting perforation cracks or holes, and then use high-pressure grouting device to form big-headed anchor bolts in the broken coal rock mass (soft rock) at the end, which can improve the rock-breaking efficiency at the bottom of the hole to a certain extent and realize high-pressure grouting It solves the problem of low support strength of the existing ordinary anchor rods under the complex geological conditions of high-stress surrounding rock, soft rock and broken rock mass. However, this kind of bolt adopts blasting means, the construction conditions and procedures are complicated, and the simultaneous integrated construction of drilling and grouting cannot be realized, and equipment needs to be replaced midway, which may delay the best support time.
中国实用新型专利ZL201420048521.X公开了一种自进式注浆锚杆,用于隧道软弱围岩施工以及隧道塌方处置,也可用于边坡防护。注浆锚杆主体包括中空设置有中央注浆通道的锚杆体,锚杆体前端安装有带有钻头刀刃“8”的十字钻头,解决了传统锚杆打孔、塞锚固剂和放锚杆复杂施工工序,并且通过中空锚杆体注浆能够实现锚杆与岩体全长紧密接触,避免了塌孔时锚杆难以塞入、锚固剂不密实等问题。但是该种锚杆也不能实现钻眼和注浆同步一体化施工,且刀刃“8”的十字钻头破岩效率也有待提高。Chinese utility model patent ZL201420048521.X discloses a self-advancing grouting bolt, which is used for the construction of weak surrounding rock in tunnels and the disposal of tunnel collapse, and can also be used for slope protection. The main body of the grouting anchor includes a hollow anchor body with a central grouting channel. The front end of the anchor body is equipped with a cross drill with a drill bit blade "8", which solves the problem of traditional anchor drilling, plugging anchoring agent and anchor placement. The construction process is complex, and through the grouting of the hollow bolt body, the bolt can be in close contact with the entire length of the rock mass, which avoids the problems that the bolt is difficult to insert when the hole collapses, and the anchoring agent is not dense. But this kind of bolt also can't realize the synchronous integrated construction of drilling and grouting, and the rock-breaking efficiency of the cross drill bit with blade "8" also needs to be improved.
中国实用新型专利ZL201220074667.2公开了一种矿用高压水自钻注浆锚杆,由锚头、杆身和支座三部分组成,锚头由高压水出口、高压输水管和钻头组成,高压输水管置于在锚杆体和钻头内部,高压水出口置于钻头的前端,利用高压水辅助击穿岩石而提高钻速,提高了支护作业效率,有效地提高了初锚力和支护后的锚力。但是,该种锚杆高压水击穿岩石过程和注浆过程是分开作业的,即先进行钻头钻进,并辅以高压水击穿岩石,再进行注浆施工作业,锚杆钻进与注浆也不是同步一体化施工,同样存在施工周期长、工序复杂的问题,而且该钻进过程增加了高压水破岩这一工艺过程,可能使施工工序繁琐。如果能用水泥浆直接替代高压水,并实现同步钻进和注浆作业,将会大大简化施工工序,缩短时间,提高钻速。Chinese utility model patent ZL201220074667.2 discloses a high-pressure water self-drilling grouting bolt for mining, which consists of three parts: an anchor head, a shaft and a support. The anchor head is composed of a high-pressure water outlet, a high-pressure water delivery pipe and a drill bit. The water delivery pipe is placed inside the anchor body and the drill bit, and the high-pressure water outlet is placed at the front end of the drill bit. The high-pressure water is used to assist in breaking through the rock to increase the drilling speed, improve the support operation efficiency, and effectively improve the initial anchor force and support. After the anchor force. However, the high-pressure water breakdown rock process of this kind of bolt and the grouting process are separate operations, that is, the drill bit is drilled first, and the high-pressure water is used to break through the rock, and then the grouting construction operation is carried out. The slurry is not synchronously integrated construction, and there are also the problems of long construction period and complicated procedures, and the process of high-pressure water rock breaking is added to the drilling process, which may make the construction process cumbersome. If cement slurry can directly replace high-pressure water and realize simultaneous drilling and grouting operations, the construction process will be greatly simplified, time will be shortened, and the drilling speed will be increased.
综上所述,现有注浆锚杆,普遍存在锚杆钻进与注浆不能同步一体化施工,施工周期长、工序复杂的问题,且对于岩石破碎程度高、裂隙发育、围岩自稳时间短、钻眼孔底岩石坚硬等的支护效果不甚理想,本发明一种自振射流注浆锚杆一体化施工设备及方法能较好解决上述支护难题。To sum up, the existing grouting bolts generally have the problems that the bolt drilling and grouting cannot be constructed synchronously, the construction period is long, and the process is complicated. The support effect is not ideal due to the short time and the hard rock at the bottom of the drilling hole. The self-vibrating jet grouting and bolt integrated construction equipment and method of the present invention can better solve the above support problems.
发明内容Contents of the invention
本发明的目的是克服现有注浆锚杆的不足,提供一种自振射流注浆锚杆一体化施工设备,解决地下工程中岩石破碎程度高、裂隙发育、围岩自稳时间短的支护问题,以及孔底岩石坚硬导致的钻眼效率低、施工周期长、工序复杂的问题,既可以作为永久支护,又可以用作临时支护。同时提供该设备的使用方法。The purpose of the present invention is to overcome the deficiencies of existing grouting bolts, provide a self-vibrating jet grouting bolt integrated construction equipment, and solve the problems of high rock fragmentation, crack development, and short self-stabilization time of surrounding rock in underground engineering. It can be used as both permanent support and temporary support due to low drilling efficiency, long construction period and complicated process caused by hard rock at the bottom of the hole. At the same time, the method of using the device is provided.
本发明一种自振射流注浆锚杆一体化施工设备的构造为:由自振射流注浆锚杆、高压旋转混浆器、注浆装置、液压驱动装置组成。The structure of the self-vibrating jet grouting bolt integrated construction equipment of the present invention is composed of a self-vibrating jet grouting bolt, a high-pressure rotary grout mixer, a grouting device, and a hydraulic drive device.
所述的自振射流注浆锚杆,锚杆前端头设置自振动发生器,自振动发生器连接有钎头,能形成轴向振动冲击而高效钻孔凿岩,锚杆杆体的后端头设置有止浆塞、托盘、注浆接口、螺母和连接插槽,锚杆杆体为带有螺棱搅拌片的中空杆体,可以在注浆后充分搅拌浆体,实现均匀、全长粘结,锚杆杆体与钻孔壁之间有注浆形成的粘结层。In the self-vibrating jet grouting anchor, the front end of the anchor is provided with a self-vibration generator, and the self-vibration generator is connected with a drill bit, which can form an axial vibration impact for efficient drilling and rock drilling. The rear end of the anchor body It is equipped with a grout stopper, a tray, a grouting interface, a nut and a connecting slot, and the anchor rod body is a hollow rod body with a helical stirring blade, which can fully stir the slurry after grouting to achieve uniform and full-length bonding. There is a bonding layer formed by grouting between the anchor rod body and the borehole wall.
所述的自振动发生器是由前后两个异形截面的旋转拨齿构成,锚杆杆体在旋转钻进时带动前拨齿旋转转动,前拨齿在旋转过程中拨动后拨齿旋转,前后旋转拨齿的交错移动产生轴向冲击,后拨齿连接有钎头,旋转一周冲击一个循环,可以实现高频冲击钻孔孔底坚硬岩石,比单纯磨削岩石破碎效率更高,实现高效钻进破岩。The self-vibration generator is composed of two front and rear rotating gears with special-shaped cross-sections. When the anchor rod body rotates and drills, it drives the front gears to rotate, and the front gears rotate during the rotation. The staggered movement of the rotating teeth produces axial impact, and the rear gear is connected with a drill bit, which rotates once and impacts one cycle, which can realize high-frequency impact on the hard rock at the bottom of the drilling hole, which is more efficient than simple grinding of rock and realizes efficient drilling. Into the broken rock.
所述的钎头是由刀翼、射流注浆喷嘴、镶齿、密封挡圈构成,刀翼数量可根据岩石坚硬程度设置为3~6刀翼,射流注浆喷嘴为锥直型喷嘴,喷嘴数量可根据注浆要求设置3~6个,镶齿为耐冲击聚晶金刚石复合片,可以在旋转冲击作用下高效破碎岩石。The drill bit is composed of blades, jet grouting nozzles, inserts, and sealing retaining rings. The number of blades can be set to 3 to 6 blades according to the hardness of the rock. The jet grouting nozzles are cone straight nozzles. The quantity can be set from 3 to 6 according to the grouting requirements. The inserts are impact-resistant polycrystalline diamond composite sheets, which can efficiently break rocks under the impact of rotation.
所述的高压旋转混浆器,其上部设置有进料口,底部设置有能够自由升降和旋转的旋转支腿,可对不同角度、高度的部位实施一体化同步钻孔、注浆,前部设置有3~6个射流喷管,作用是使高压旋转混浆器内部的浆体形成高速射流,内腔设置有旋转轴,旋转轴前端设置连接插头,与自振射流注浆锚杆的连接插槽相配合连接,后端设置有轴承,两端均设置有高压密封盒,采用高压旋转车式密封,耐压可达30MPa以上。The high-pressure rotary slurry mixer is provided with a feed inlet on the upper part, and a rotating leg that can be lifted and rotated freely at the bottom, which can implement integrated synchronous drilling and grouting for parts with different angles and heights. There are 3~6 jet nozzles, which are used to make the slurry inside the high-pressure rotary slurry mixer form a high-speed jet. The inner cavity is equipped with a rotating shaft, and the front end of the rotating shaft is equipped with a connecting plug to connect with the self-vibrating jet grouting anchor rod. The slots are matched and connected, the rear end is equipped with bearings, and both ends are equipped with high-pressure sealing boxes, which adopt high-pressure rotary car seals, and the pressure resistance can reach more than 30MPa.
所述的注浆装置是由注浆泵、高压注浆管汇、高压控制阀构成,作用是随时调整注浆所需的浆体量和注浆压力,保证施工时浆体供给的压力或流量充足、均匀性良好。The grouting device is composed of a grouting pump, a high-pressure grouting manifold, and a high-pressure control valve. Its function is to adjust the amount of grout and the grouting pressure required for grouting at any time to ensure the pressure or flow of grout supply during construction. Sufficient and uniform.
所述的液压驱动装置是由液压马达、液压管汇、液压工作站构成,作用是为了更好的给一种自振射流注浆锚杆一体化施工设备提供旋转动力,驱动高压旋转混浆器旋转轴以及自振射流注浆锚杆体转动。The hydraulic driving device is composed of a hydraulic motor, a hydraulic manifold, and a hydraulic workstation, and its function is to better provide rotational power for a self-vibrating jet grouting and bolt integrated construction equipment, and to drive the high-pressure rotary grout mixer to rotate The shaft and the self-vibrating jet grouting anchor body rotate.
本发明一种自振射流注浆锚杆一体化施工设备的施工方法为:首先调节旋转支腿就位,再将高压旋转混浆器连接到液压马达和液压工作站,并与注浆泵用高压注浆管汇和控制阀连接,自振射流注浆锚杆就位后,需提前安装好螺母、托盘、止浆塞,然后自振射流注浆锚杆通过高压旋转混浆器前端的连接插头和锚杆杆体后端的连接插槽与高压旋转混浆器连接,同时,高压旋转混浆器的射流喷管出口与自振射流注浆锚杆的注浆接口刚好对接,形成注浆流动通道;施工时,先启动液压工作站和液压马达,驱动高压旋转混浆器旋转轴转动,带动自振射流注浆锚杆转动,杆体转动过程中,触发自振动发生器前拨齿转动,前拨齿拨动后拨齿旋转,交错移动旋转一周完成一次冲击,并持续循环冲击,冲击作用传导至钎头,完成对钻孔孔底岩石的冲击破碎,最后,适时启动注浆泵,浆体流入高压旋转混浆器进料口,并输送至前端射流喷管,产生第一级高速射流,浆体再通过自振射流注浆锚杆注浆接口进入锚杆杆体,并输送到钎头的射流注浆喷嘴,喷出形成第二级高速、高压水泥浆射流,既能在钻孔过程中起到辅助破碎孔底岩石的作用,又可以使高速、高压浆体在螺棱搅拌片的搅动下流经整个钻孔,与孔壁全长粘结,并侵入深部破碎或裂隙岩体,同步完成注浆加固过程,达到钻孔施工与注浆施工同步一体化施工的目的。The construction method of the self-vibrating jet grouting bolt integrated construction equipment of the present invention is as follows: firstly adjust the rotating outrigger in place, then connect the high-pressure rotary grouting mixer to the hydraulic motor and the hydraulic workstation, and use high-pressure grouting pump The grouting manifold is connected to the control valve. After the self-vibrating jet grouting anchor is in place, nuts, trays, and stoppers need to be installed in advance, and then the self-vibrating jet grouting anchor passes through the connecting plug at the front end of the high-pressure rotary grouting mixer. The connection slot at the rear end of the bolt body is connected to the high-pressure rotary grout mixer, and at the same time, the outlet of the jet nozzle of the high-pressure rotary grout mixer is just connected to the grouting interface of the self-vibrating jet grouting anchor rod to form a grouting flow channel; During construction, start the hydraulic workstation and hydraulic motor first, drive the rotation shaft of the high-pressure rotary slurry mixer, and drive the self-vibrating jet grouting anchor to rotate. During the rotation of the rod body, the self-vibration generator is triggered to rotate the front teeth, and the front teeth are turned. After moving, the teeth are rotated, and the staggered movement and rotation completes one impact, and the impact is continued in a cycle. The impact is transmitted to the drill bit to complete the impact and crushing of the rock at the bottom of the drilled hole. Finally, the grouting pump is started at the right time, and the slurry flows into the high-pressure rotation The feed port of the slurry mixer is sent to the jet nozzle at the front end to generate the first-stage high-speed jet, and then the slurry enters the bolt body through the self-vibrating jet grouting anchor rod grouting interface, and is sent to the jet grouting of the drill bit The nozzle is sprayed to form the second high-speed, high-pressure cement slurry jet, which can not only play the role of assisting in breaking the rock at the bottom of the hole during the drilling process, but also allow the high-speed, high-pressure slurry to flow through the entire hole under the agitation of the spiral edge stirring blade. Drilling, bonding with the full length of the hole wall, and invading deep broken or cracked rock mass, completing the grouting reinforcement process simultaneously, achieving the purpose of synchronous and integrated construction of drilling construction and grouting construction.
本发明一种自振射流注浆锚杆一体化施工设备的优点是:The advantages of the self-vibrating jet grouting bolt integrated construction equipment of the present invention are:
1、采用自振射流注浆锚杆,在旋转钻孔的过程中自身产生振冲作用,能够提高钎头的凿岩或破岩效率,提高钻孔速度、节省施工时间,高压、高速射流浆体还可以深入破碎或裂隙围岩体的深部,相对于现有技术来说,注浆加固范围广、深度大和效果好,同时还能实现锚杆钻孔、注浆同步一体化施工,工艺流程简单,大幅缩短施工工期。1. The self-vibrating jet grouting anchor rod is used to produce vibratory impact during the rotary drilling process, which can improve the rock drilling or rock breaking efficiency of the drill bit, increase the drilling speed, and save construction time. High-pressure, high-speed jet grout The body can also go deep into the deep part of the broken or cracked surrounding rock mass. Compared with the existing technology, the grouting reinforcement has a wide range, large depth and good effect. At the same time, it can also realize the synchronous integrated construction of bolt drilling and grouting. Simple and greatly shorten the construction period.
2、采用高压旋转混浆器,对水泥浆这种多相混合流体介质的高压密封性能好,可以提高注浆压力,可达30MPa以上,围岩注浆加固效果好;旋转支腿可以自由升降和旋转,能实现对不同角度、高度的部位实施一体化同步钻孔、注浆施工,拆卸方便、结构可靠,适用于施工现场复杂工作条件。2. The high-pressure rotary grout mixer is adopted, which has good high-pressure sealing performance for the multi-phase mixed fluid medium such as cement slurry, which can increase the grouting pressure, which can reach more than 30MPa, and has a good grouting reinforcement effect on surrounding rocks; the rotating outrigger can be lifted freely It can realize integrated synchronous drilling and grouting construction for parts with different angles and heights. It is easy to disassemble and reliable in structure, and is suitable for complex working conditions on the construction site.
3、该设备施工工序系统化,钻孔效率高,注浆质量和效果好,且施工工艺简单、方便、工期短,性价比优越,物理力学性能稳定。3. The construction process of this equipment is systematic, the drilling efficiency is high, the grouting quality and effect are good, and the construction process is simple and convenient, the construction period is short, the cost performance is superior, and the physical and mechanical properties are stable.
附图说明Description of drawings
图1是本发明的整体结构连接示意图。Fig. 1 is a schematic diagram of the connection of the overall structure of the present invention.
图2是图1中自振射流注浆锚杆体的结构示意图。Fig. 2 is a schematic structural view of the self-vibrating jet grouting bolt body in Fig. 1 .
图3是图1中高压旋转混浆器结构示意图。Fig. 3 is a schematic structural diagram of the high-pressure rotary mixer in Fig. 1 .
图4是图2中钎头的结构示意图。Fig. 4 is a schematic structural view of the drill bit in Fig. 2 .
图5是图2中钎头的A-A剖面图。Fig. 5 is an A-A sectional view of the drill bit in Fig. 2 .
图6是本发明中自振射流注浆锚杆使用状态示意图。Fig. 6 is a schematic diagram of the use state of the self-vibrating jet grouting anchor rod in the present invention.
图中:1—自振射流注浆锚杆; 2—高压旋转混浆器; 3—注浆泵; 4—高压注浆管汇;5—高压控制阀;6—液压马达;7—液压管汇;8—液压工作站;9—粘结层;10—钻孔;101—钎头;102—自振动发生器;103—锚杆杆体;104—螺棱搅拌片;105—止浆塞;106—托盘;107—螺母;108—注浆接口;109—连接插槽;201—旋转轴;202—射流喷管;203—连接插头;204—轴承;205—平键;206—高压密封盒;207—进料口;208—旋转支腿;1011—刀翼;1012—射流注浆喷嘴;1013—镶齿;1014—密封挡圈。In the figure: 1—self-vibrating jet grouting bolt; 2—high-pressure rotary grouting mixer; 3—grouting pump; 4—high-pressure grouting manifold; 5—high-pressure control valve; 6—hydraulic motor; 7—hydraulic pipe sink; 8—hydraulic workstation; 9—adhesive layer; 10—drilling; 101—drill bit; 102—self-vibration generator; 103—bolt rod body; - tray; 107 - nut; 108 - grouting interface; 109 - connecting slot; 201 - rotating shaft; 202 - jet nozzle; 203 - connecting plug; 204 - bearing; 205 - flat key; 206 - high pressure sealing box; 207—feed inlet; 208—rotating outrigger; 1011—knife wing; 1012—jet grouting nozzle; 1013—insert teeth; 1014—sealing retaining ring.
具体实施方式detailed description
本发明提供了一种自振射流注浆锚杆一体化施工设备,为使本发明的目的、技术方案及效果更加清楚、明确,以下结合附图对本发明的具体实施方式进行详细说明。The present invention provides an integrated construction equipment for self-vibrating jet grouting and bolting. In order to make the purpose, technical solution and effect of the present invention clearer and clearer, the specific implementation of the present invention will be described in detail below in conjunction with the accompanying drawings.
如图1~图6所示,本发明一种自振射流注浆锚杆一体化施工设备,包括自振射流注浆锚杆1、高压旋转混浆器2、注浆装置、液压驱动装置。As shown in Figures 1 to 6, the self-vibrating jet grouting bolt integrated construction equipment of the present invention includes a self-vibrating jet grouting bolt 1, a high-pressure rotary grout mixer 2, a grouting device, and a hydraulic drive device.
所述的自振射流注浆锚杆1,锚杆前端头设置自振动发生器102,自振动发生器102连接钎头101,形成轴向振动冲击从而高效钻孔凿岩,锚杆杆体103的后端头设置有止浆塞105、托盘106、注浆接口108、螺母107和连接插槽109,锚杆杆体103为带有螺棱搅拌片104的中空杆体,可以在注浆后充分搅拌浆体,实现均匀、全长粘结,锚杆杆体103与钻孔10孔壁之间有注浆形成的粘结层9。In the self-vibrating jet grouting bolt 1, a self-vibration generator 102 is installed at the front end of the bolt, and the self-vibration generator 102 is connected to the drill bit 101 to form an axial vibration impact so as to efficiently drill rocks. The bolt body 103 The rear end is provided with a grout stopper 105, a tray 106, a grouting interface 108, a nut 107 and a connecting slot 109, and the anchor rod body 103 is a hollow rod body with a helical stirring piece 104, which can fully stir the grout after grouting Body, to achieve uniform, full-length bonding, there is a bonding layer 9 formed by grouting between the anchor rod body 103 and the wall of the borehole 10.
所述的自振动发生器102是由前后两个异形截面的旋转拨齿构成,锚杆杆体103在旋转钻进时带动前拨齿旋转转动,前拨齿在旋转过程中拨动后拨齿旋转,前后旋转拨齿的交错移动产生轴向冲击,后拨齿连接有钎头101,旋转一周冲击一个循环,可以实现高频冲击钻孔10孔底坚硬岩石,比单纯磨削岩石破碎效率更高,实现高效钻进破岩。The self-vibration generator 102 is composed of two front and rear rotating gears with special-shaped cross-sections. The anchor rod body 103 drives the front gears to rotate during rotary drilling, and the rear gears rotate during the rotation process. , the staggered movement of the front and rear rotating teeth produces axial impact, and the rear dial is connected to the drill head 101, which rotates once and impacts one cycle, which can realize high-frequency impact on hard rock at the bottom of 10 holes, which is more efficient than simple grinding of rock , to achieve efficient drilling and rock breaking.
所述的钎头101包括刀翼1011、射流注浆喷嘴1012、镶齿1013、密封挡圈1014,刀翼1011数量可根据岩石坚硬程度设置为3~6刀翼,射流注浆喷嘴1012为锥直型喷嘴,喷嘴数量可根据注浆要求设置3~6个,镶齿1013为耐冲击聚晶金刚石复合片,可以在旋转冲击作用下高效破碎岩石。The drill bit 101 includes blades 1011, jet grouting nozzles 1012, inserts 1013, and sealing retaining rings 1014. The number of blades 1011 can be set to 3 to 6 blades according to the hardness of the rock, and the jet grouting nozzles 1012 are cones. Straight nozzle, the number of nozzles can be set from 3 to 6 according to the grouting requirements, and the insert 1013 is an impact-resistant polycrystalline diamond composite sheet, which can efficiently break rocks under the impact of rotation.
所述的高压旋转混浆器2,其上部设置有进料口207,底部设置有能够自由升降和旋转的旋转支腿208,可对不同角度、高度的部位实施一体化同步钻孔、注浆,前部设置有3~6个射流喷管202,作用是使高压旋转混浆器2内部的浆体形成高速射流,内腔设置有旋转轴201,旋转轴201前端设置连接插头203,与自振射流注浆锚杆1的连接插槽109相配合连接,后端设置有轴承204,两端均设置有高压密封盒206,采用高压旋转车式密封,耐压可达30MPa以上。The high-pressure rotary mixer 2 is provided with a feed inlet 207 on the upper part, and a rotating leg 208 that can be lifted and rotated freely at the bottom, so that integrated synchronous drilling and grouting can be implemented for parts with different angles and heights. , the front part is provided with 3~6 jet nozzles 202, the function is to make the slurry inside the high-pressure rotary mixer 2 form a high-speed jet, the inner cavity is provided with a rotating shaft 201, and the front end of the rotating shaft 201 is provided with a connecting plug 203, which is connected with the automatic The connecting slots 109 of the vibration jet grouting bolt 1 are matched and connected, the rear end is provided with a bearing 204, and both ends are provided with a high-pressure sealing box 206, which adopts a high-pressure rotary car seal, and the pressure resistance can reach more than 30MPa.
所述的注浆装置是由注浆泵3、高压注浆管汇4、高压控制阀5构成,作用是随时调整注浆所需的浆体量和注浆压力,保证施工时浆体供给的压力或流量充足、均匀性良好。The grouting device is composed of a grouting pump 3, a high-pressure grouting manifold 4, and a high-pressure control valve 5, and its function is to adjust the amount of grout required for grouting and the grouting pressure at any time to ensure the supply of grout during construction. Adequate pressure or flow with good uniformity.
所述的液压驱动装置是由液压马达6、液压管汇7、液压工作站8构成,作用是为了更好的给本发明提供旋转动力,驱动高压旋转混浆器2的旋转轴201以及自振射流注浆锚杆杆体103转动。The hydraulic driving device is composed of a hydraulic motor 6, a hydraulic manifold 7, and a hydraulic workstation 8, and its function is to better provide rotational power for the present invention, drive the rotating shaft 201 of the high-pressure rotary mixer 2 and the self-vibrating jet The grouting anchor rod body 103 rotates.
本发明一种自振射流注浆锚杆一体化施工设备,具体包括以下工作过程:The present invention is a self-vibrating jet grouting bolt integrated construction equipment, which specifically includes the following working process:
1、首先调节旋转支腿208就位,再将高压旋转混浆器2连接到液压马达6和液压工作站8,并与注浆泵3用高压注浆管汇4和控制阀5连接,自振射流注浆锚杆1就位后,需提前安装好螺母107、托盘106、止浆塞105,然后将自振射流注浆锚杆1通过高压旋转混浆器2前端的连接插头203和锚杆杆体103后端的连接插槽109与高压旋转混浆器2连接,同时,高压旋转混浆器2的射流喷管202出口与自振射流注浆锚杆1的注浆接口108刚好对接,形成注浆流动通道;1. First adjust the rotating leg 208 in place, then connect the high-pressure rotary mixer 2 to the hydraulic motor 6 and the hydraulic workstation 8, and connect to the grouting pump 3 with the high-pressure grouting manifold 4 and the control valve 5, for self-vibration After the jet grouting anchor rod 1 is in place, the nut 107, the tray 106, and the grout stopper 105 need to be installed in advance, and then the self-vibrating jet grouting anchor rod 1 is passed through the connecting plug 203 and the anchor rod at the front end of the high-pressure rotary grouting mixer 2 The connection slot 109 at the rear end of the rod body 103 is connected to the high-pressure rotary mixer 2, and at the same time, the outlet of the jet nozzle 202 of the high-pressure rotary mixer 2 is just connected to the grouting interface 108 of the self-vibrating jet grouting anchor rod 1, forming a grouting joint. Slurry flow channel;
2、施工时,先启动液压工作站8和液压马达6,驱动高压旋转混浆器2的旋转轴201转动,带动自振射流注浆锚杆1的锚杆杆体103转动,锚杆杆体103转动过程中,触发自振动发生器102的前拨齿转动,前拨齿拨动后拨齿旋转,旋转一周完成一次冲击,并持续循环冲击,冲击作用传导至钎头101,完成对钻孔10的孔底岩石的冲击破碎;2. During construction, first start the hydraulic workstation 8 and the hydraulic motor 6, drive the rotation shaft 201 of the high-pressure rotary slurry mixer 2 to rotate, and drive the anchor rod body 103 of the self-vibrating jet grouting anchor rod 1 to rotate, and the rotation process of the anchor rod body 103 In the process, triggering the rotation of the front teeth of the vibration generator 102, the front teeth are turned and the rear teeth are rotated, and the impact is completed once in one rotation, and the impact is continued in a cycle, and the impact is transmitted to the drill bit 101 to complete the drilling of the drill hole 10 impact crushing of bottom rock;
3、适时启动注浆泵3,浆体流入高压旋转混浆器2的进料口207,并输送至前端射流喷管202,产生第一级高速射流,浆体再通过自振射流注浆锚杆1的注浆接口108进入锚杆杆体103,并输送到钎头101的射流注浆喷嘴1012,喷出形成第二级高速、高压水泥浆射流,既能在钻孔过程中起到辅助破碎钻孔10孔底岩石的作用,又可以使高速、高压浆体在螺棱搅拌片104的搅动下流经整个钻孔10,与孔壁全长粘结,并侵入深部破碎或裂隙岩体,同步完成注浆加固过程,达到高效钻孔与注浆同步一体化施工的目的。3. Start the grouting pump 3 in good time, the slurry flows into the feed port 207 of the high-pressure rotary slurry mixer 2, and is transported to the front jet nozzle 202 to generate the first-stage high-speed jet, and then the slurry passes through the self-vibrating jet grouting anchor The grouting interface 108 of the rod 1 enters the anchor rod body 103, and is delivered to the jet grouting nozzle 1012 of the drill bit 101, and is sprayed out to form a second-stage high-speed, high-pressure grouting jet, which can not only assist in crushing during the drilling process The role of the rock at the bottom of the borehole 10 can make the high-speed, high-pressure slurry flow through the entire borehole 10 under the agitation of the spiral edge stirring plate 104, bond with the full length of the hole wall, and invade deep broken or fractured rock mass, and complete the injection simultaneously. The grout reinforcement process achieves the purpose of efficient drilling and grouting synchronous integrated construction.
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| CN109838257A (en) * | 2019-01-30 | 2019-06-04 | 中国铁建重工集团有限公司 | A kind of anchor dispensing device and its construction for rock bolting jumbo |
| WO2021228004A1 (en) * | 2020-05-13 | 2021-11-18 | 河南理工大学 | Water jet technology-based anchor cable self-drilling and rapid anchoring construction method |
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| CN112360506A (en) * | 2020-09-28 | 2021-02-12 | 中煤科工开采研究院有限公司 | Drilling and grouting integrated anchor rod construction device and construction method |
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| CN113090307B (en) * | 2021-04-30 | 2023-08-25 | 中煤科工开采研究院有限公司 | Anchor bolt support construction equipment |
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| CN113236250B (en) * | 2021-05-11 | 2024-04-05 | 中煤科工开采研究院有限公司 | Impact-prevention method for rock burst coal seam |
| CN113236250A (en) * | 2021-05-11 | 2021-08-10 | 中煤科工开采研究院有限公司 | Rock burst coal seam scour prevention method |
| GB2609017B (en) * | 2021-07-16 | 2023-07-12 | Hypertunnel Ip Ltd | Integrated drilling injection and extraction device and method |
| WO2023285831A1 (en) * | 2021-07-16 | 2023-01-19 | Hypertunnel Ip Limited | Integrated drilling injection and extraction device and method |
| GB2609017A (en) * | 2021-07-16 | 2023-01-25 | Hypertunnel Ip Ltd | Integrated drilling injection and extraction device and method |
| CN113669090B (en) * | 2021-08-23 | 2023-05-02 | 中建八局发展建设有限公司 | Anchor rod construction process |
| CN113669090A (en) * | 2021-08-23 | 2021-11-19 | 中建八局发展建设有限公司 | Anchor rod construction process |
| CN114542146A (en) * | 2022-03-29 | 2022-05-27 | 嵩县金牛有限责任公司 | Top plate protection method for underground blasting of mine |
| CN114542146B (en) * | 2022-03-29 | 2024-04-26 | 嵩县金牛有限责任公司 | Roof protection method for underground mine blasting |
| CN115522892A (en) * | 2022-11-04 | 2022-12-27 | 苏州特域机器人科技有限公司 | A drilling and grouting mechanism |
| CN119243719A (en) * | 2024-11-05 | 2025-01-03 | 中国水利水电第四工程局有限公司 | An environmentally friendly gravel slope anchor grouting device that reduces grouting |
| CN119243719B (en) * | 2024-11-05 | 2025-03-18 | 中国水利水电第四工程局有限公司 | An environmentally friendly gravel slope anchor grouting device that reduces grouting |
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