WO2020151161A1 - Flexible anchor rod - Google Patents

Flexible anchor rod Download PDF

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Publication number
WO2020151161A1
WO2020151161A1 PCT/CN2019/090615 CN2019090615W WO2020151161A1 WO 2020151161 A1 WO2020151161 A1 WO 2020151161A1 CN 2019090615 W CN2019090615 W CN 2019090615W WO 2020151161 A1 WO2020151161 A1 WO 2020151161A1
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WO
WIPO (PCT)
Prior art keywords
flexible anchor
anchor rod
connecting sleeve
tray
hole
Prior art date
Application number
PCT/CN2019/090615
Other languages
French (fr)
Chinese (zh)
Inventor
张农
魏群
谢正正
Original Assignee
中国矿业大学
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Filing date
Publication date
Application filed by 中国矿业大学 filed Critical 中国矿业大学
Priority to CA3156369A priority Critical patent/CA3156369C/en
Publication of WO2020151161A1 publication Critical patent/WO2020151161A1/en

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    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/0026Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/008Anchoring or tensioning means
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/0093Accessories

Definitions

  • the invention relates to a flexible anchor rod, and is especially suitable for a flexible anchor rod used in the field of coal mine tunnel support engineering.
  • Bolt support technology has been widely used in coal mine roadways in our country. At first, it was first used in rock tunnels with relatively stable surrounding rocks. Later, by improving the stiffness and strength of bolt materials, the bolt support technology can adapt to soft and broken surrounding rocks. Roadways and mines affect roadways with various bad conditions.
  • Bolt support mainly uses bolts to drive into the preset boreholes of the surrounding rock of the roadway, and combine the shallow broken surrounding rock mass with the deep stable rock mass to achieve the purpose of controlling roadway deformation and achieving roadway safety and stability.
  • the anchor rod is very important in the anchor rod support system, so there are many types of anchor rods.
  • small-aperture resin anchoring pre-stressed anchor cables have also been developed and applied to coal mine sites.
  • the diversity of anchor rods and cables can adapt to the complex site conditions of coal mines in my country.
  • the length of the bolt can only be maintained at about 2m, and the thickness of the bolt anchoring area can only be 2m, which is no longer suitable for the current complicated geological conditions of the roadway.
  • the anchor cable can be long enough, the installation process of the anchor cable is relatively complicated compared with the anchor rod.
  • the pump body needs to be tensioned later, which restricts the speed of the coal roadway.
  • a flexible anchor rod can be provided that can be bent to adapt to complex geological environments, does not need to be stretched by the pump body, is installed quickly, and has good supporting effects.
  • the flexible anchor rod of the present invention includes a flexible anchor rod body, a tray, a fixed torque nut, an anti-friction washer, and an anti-twist self-aligning ball head, wherein the tray is arranged at the tail of the flexible anchor rod body,
  • the fixed torque nut fixes the tray, and the anti-friction washer and anti-twist self-aligning ball head are arranged between the tray and the fixed torque nut;
  • the flexible anchor rod body includes a steel strand, the tail end of the steel strand is arranged in a connecting sleeve, the connecting sleeve includes a tail end and a head end, and the transition section between the tail end and the head end is provided with a ring-shaped boss ,
  • the boss is provided with a limit cylinder, the surface of the boss facing the head end is a vertical end surface, the surface of the boss facing the tail end is a tapered surface, the outer cylindrical surface of the tail end has threads, and the end is provided with a symmetrical arrangement along the connecting sleeve shaft
  • the head end of the rectangular groove is provided with an inner cylindrical hole connected with the steel strand.
  • the steel strand is inserted into the cylindrical hole of the connecting sleeve.
  • the bottom of the inner cylindrical hole is provided with an annular groove.
  • a friction-increasing wire spring is arranged in the middle, and the fastening between the steel strand and the connecting sleeve is realized by squeezing the outer cylindrical surface of the connecting sleeve head end.
  • the limit cylinder includes a conical cylinder body of the limit cylinder.
  • the conical cylinder body of the limit cylinder includes two openings, one large and one small.
  • the large opening on the conical cylinder of the limit cylinder is provided with a flange and a small opening. Equipped with a ring bayonet, the inner diameter of the ring bayonet is less than the outer diameter of the boss 0.5 ⁇ 2mm, the limit cylinder is sleeved by the end of the connecting sleeve, the ring bayonet deforms and crosses the tapered end face of the boss and is clamped in the vertical of the boss On the end surface, the limit cylinder is made of hard plastic material.
  • the tray includes a tray body and a stop column.
  • the tray body is composed of a round flange and an arch.
  • the center of the arch is provided with a tapered hole, and the large end of the tapered hole faces the top of the arch, and
  • the tapered surface of the tapered hole is provided with multiple grooves evenly distributed along the circumference, the number of grooves is 4-8, and the stop column is fixed to the flanging part by welding or interference connection.
  • the anti-twist self-aligning ball head includes a curved surface and a flat surface, wherein the curved surface includes a plurality of tapered surfaces, and a protrusion I is arranged between every two tapered surfaces.
  • the radius of the tapered surface is consistent with the tapered hole
  • the radius and the height of the protrusion I are the same as that of the groove.
  • the number of protrusions I is the same as the number of grooves.
  • the circular hole is provided with a convex II distributed on the opposite side.
  • the cross-section of the convex II is a rectangular structure, and the width of the convex II is 0.5-1mm smaller than the width of the rectangular groove.
  • the height of the protrusion II is 0.5-1mm smaller than the width of the rectangular groove, and the protrusion II is embedded in the rectangular groove to restrict the torsion of the flexible anchor body.
  • the present invention Due to the adoption of the above technical solution, the present invention has the following advantages compared with the prior art:
  • the bolt body composed of steel strands is easy to bend, which solves the problem that the length of the bolt is restricted by the height of the roadway. As the depth of coal continues to increase, it is necessary to build thick anchored rock beams, and high-strength long bolts are needed. To control the deformation of the roadway, the breaking load and length of the flexible bolt are two times higher than that of the ordinary bolt, which can effectively adapt to the complex mine environment;
  • the flexible anchor rod body is squeezed and connected with the connecting sleeve, and the strength of the connection between the two parts can reach 95% or more of the strength of the rod body, which can meet the requirements of the complex environment on site;
  • the flexible anchor rod is pre-tightened by a fixed torque nut, without the need for pump body tension.
  • the fixed torque nut type can achieve rapid installation, greatly improving the anchor support speed, and then Improve the advancing speed of the roadway, effectively improve the work efficiency, and at the same time save the manpower for equipment handling without the need to carry the pump body;
  • the limit tube in the flexible anchor rod can accurately locate the installation position of the anchor rod. Even if the bolt hole is too deep, the limit tube can be used to constrain the outside of the rock mass to ensure the installation length of the flexible anchor rod connecting sleeve. It will lead to failure of the flexible anchor rod, high reliability, and at the same time help to ensure a uniform exposed length of the anchor rod, and realize the quality standardization of coal mine bolt support;
  • the tray, self-aligning ball head and connecting sleeve of the flexible anchor rod use the structure of groove and boss to solve the thorny problem of the flexible anchor rod following the rotation of the nut when the anchor rod drill is pre-tightened, plus the anti-friction washer.
  • the flexible anchor rod can apply a larger pre-tightening force, realize a greater anchor pre-tightening force, and better restrain the deformation of the roadway.
  • Figure 1 is a cross-sectional view of the flexible anchor body of the present invention.
  • Figure 2 is a partial enlarged cross-sectional view of the flexible anchor body of the present invention.
  • Figure 3 is a cross-sectional view of the connecting sleeve of the flexible anchor body of the present invention.
  • Figure 4 is a schematic diagram of the appearance of the connecting sleeve of the flexible anchor body of the present invention.
  • Fig. 6 is a schematic diagram of the unpretensioned state of the flexible anchor rod of the present invention.
  • Figure 7 is a cross-sectional view of the flexible anchor rod of the present invention after pretensioning.
  • Fig. 8 is a schematic diagram of an anchor hole for rock mass construction according to the present invention.
  • Figure 9 is a schematic view of the tray of the present invention.
  • Figure 10 is a schematic diagram of the anti-twist self-aligning ball head of the present invention.
  • Figure 11 is a schematic diagram of the fixed torque nut of the present invention.
  • a flexible anchor rod of the present invention includes a flexible anchor rod body B, a tray C, a constant torque nut D, an anti-friction washer E and an anti-twist self-aligning ball Head F, where the tray C is set at the tail of the flexible anchor body B, the fixed torque nut D fixes the tray C, and the anti-friction washer E and the anti-twist self-aligning ball head F are arranged between the tray C and the fixed torque nut D;
  • the flexible anchor rod body B includes a steel strand B1, the tail end of the steel strand B1 is arranged in a connecting sleeve B4, the connecting sleeve B4 includes a tail end B4a and a head end B4b, and the end between the tail end B4a and the head end B4b
  • the transition section is provided with a ring-shaped boss B4e, the boss B4e is equipped with a limit cylinder B3, the surface of the boss B4e facing the head end B4b is a vertical end surface, and the surface of the boss B4e facing the tail end B4a is a tapered surface.
  • the tail end B4a is provided with a symmetrically arranged rectangular groove B4f along the axial direction of the connecting sleeve B4, and the head end B4b is provided with an inner cylindrical hole B4c and an inner cylindrical hole B4c connected with the steel strand B1
  • the inner wall is provided with threads and the bottom of the hole is provided with an annular groove B4d.
  • the limit cylinder B3 includes a conical conical cylinder body B3c of the confinement cylinder.
  • the conical cylinder body B3c of the confinement cylinder includes two openings, one large and one small.
  • the opening is provided with a flange B3a, and the small opening is provided with an annular bayonet B3b.
  • the inner diameter of the annular bayonet B3b is smaller than the outer diameter of the boss B4e by 0.5-2mm.
  • the limit cylinder B3 is sleeved by the end B4a of the connecting sleeve B4, and has a ring shape.
  • the bayonet B3b deforms and passes over the tapered end surface of the boss B4e to be clamped on the vertical end surface of the boss B4e, and the limiting cylinder B3 is made of hard plastic material.
  • the tray C includes a tray body C1 and a stop column C2.
  • the tray body C1 is composed of a circular flanged portion C1b and an arch C1c.
  • the center of the arch C1c is provided with a tapered hole C1a ,
  • the large end of the tapered hole C1a faces the top end of the arch C1c, and the tapered surface of the tapered hole C1c is provided with multiple grooves C1d evenly distributed along the circumference.
  • the number of grooves C1d is 4-8.
  • the movable column C2 is fixed to the flange part C1b by welding or interference connection.
  • Step a Construct stepped bolt holes in rock mass A.
  • the stepped bolt hole near the excavation surface A1 is the large hole section A2, the remaining stepped bolt holes are the small hole section A3, and the diameter of the large hole section A2 is larger than
  • the extruded diameter of the head B4b is 4-10mm, and the depth of the large hole section A2 meets the requirements of the flexible bolt body B being inserted into the bolt hole.
  • the flanging of the limit cylinder B3 closely fits the excavation surface A1;
  • Step b Put the anchoring agent into the stepped hole of the anchor rod, press the flexible anchor body B against the anchoring agent, use the front part of the flexible anchor body B to push the anchoring agent into the bottom of the stepped hole of the anchor rod, and use the bolt drill to rotate
  • the fixed torque nut D then drives the flexible bolt body B and the anti-twist aligning ball head F to rotate together, and while rotating, the flexible bolt is pushed by the bolt drill to stir the anchoring agent evenly, rotate and advance until the limit cylinder B3 turns over After the edge is closely attached to the face A1 near the excavation, the bolter will stop rotating and stay for 30 seconds to wait for the anchoring agent to solidify;
  • Step c Start the bolting machine to drive the fixed torque nut D to rotate and destroy the fixed torque structure of the fixed torque nut D, so that the fixed torque nut D continues to be screwed in along the connecting sleeve B4 and tighten the anti-friction washer E and anti-twist self-aligning ball head F.
  • Pallet C so that the stop post C2 on the pallet C is stuck to the excavation surface A1 to prevent the pallet C from rotating.
  • the protrusion IF2 on the self-aligning ball head F is stuck with the groove C1d on the pallet C, thereby preventing The anti-twist self-aligning ball head F rotates, and the anti-twist self-aligning ball head F restricts the rotation of the connecting sleeve B4 through the protrusion IIF3, thereby restricting the rotation of the flexible anchor body B, so that the flexible anchor body is exerted by the anchor drill. B does not rotate, and the pre-tightening force is 60-100kN.
  • Step d Withdraw the bolt drill and repeat steps a to c to construct the next flexible bolt.

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

A flexible anchor rod, which is suitable for the field of coal mine tunnel support engineering. The flexible anchor rod comprises a flexible anchor rod body (B), a tray (C), a fixed torque nut (D), an anti-friction washer (E) and an anti-twist self-aligning ball head (F). The flexible anchor rod body (B) comprises a connecting sleeve (B4), a steel strand (B1), a limit cylinder (B3) and a friction-increasing wire spring (B2); the connecting sleeve (B4) is reliably fixed to the steel strand (B1) and the wire spring (B2) by means of an extrusion manner, and the limit cylinder (B3) is sleeved on the connecting sleeve (B4). The described flexible anchor rod is not limited by the height of the tunnel, and effectively enhances the support effect. The unique anti-twist structure solves the problem of the torsion of the rod body when the flexible anchor rod is preloaded, and improves the preloading force. The anchor rod improves construction speed by means of spiral preloading, and the support efficiency is high.

Description

一种柔性锚杆A flexible anchor 技术领域Technical field
本发明涉及一种柔性锚杆,尤其适用于一种煤矿巷道支护工程领域使用的柔性锚杆。The invention relates to a flexible anchor rod, and is especially suitable for a flexible anchor rod used in the field of coal mine tunnel support engineering.
背景技术Background technique
现在我国煤矿巷道已经普遍使用锚杆支护技术,起初最先在围岩比较稳定的岩巷中使用,后来通过提高锚杆材料的刚度和强度,使得锚杆支护技术能够适应松软破碎围岩巷道、采动影响巷道等各种恶劣条件的巷道。锚杆支护主要是利用锚杆打入巷道围岩预设的钻孔当中,将浅部破碎的围岩体与深部稳定岩体结合到一起,达到控制巷道变形和实现巷道安全稳定的目的。Nowadays, bolt support technology has been widely used in coal mine roadways in our country. At first, it was first used in rock tunnels with relatively stable surrounding rocks. Later, by improving the stiffness and strength of bolt materials, the bolt support technology can adapt to soft and broken surrounding rocks. Roadways and mines affect roadways with various bad conditions. Bolt support mainly uses bolts to drive into the preset boreholes of the surrounding rock of the roadway, and combine the shallow broken surrounding rock mass with the deep stable rock mass to achieve the purpose of controlling roadway deformation and achieving roadway safety and stability.
在锚杆支护系统中锚杆至关重要,使得锚杆的种类也是众多。随着巷道条件的复杂性,小孔径树脂锚固预应力锚索也研制出来应用到煤矿现场,总之,锚杆锚索形式的多样性才适应我国煤矿复杂的现场条件。然而,由于巷道高度的限制,使得锚杆长度只能维持在2m左右,锚杆锚固区厚度也只能2m,已不适应当前巷道复杂地质条件。虽然锚索可以实现足够长,但是相比锚杆,锚索安装工序相对复杂,需要后期再用泵体进行张拉,制约了煤巷的掘进速度,同时,锚索长度越长,需要的预紧力越大,现场并不能施加足够大的预紧力,有限的预紧力并不能对锚索锚固区进行有效的加固,巷道变形不能得到较好的控制。因此,急需开发一种可弯曲并且可实现快速安装的锚杆。The anchor rod is very important in the anchor rod support system, so there are many types of anchor rods. With the complexity of roadway conditions, small-aperture resin anchoring pre-stressed anchor cables have also been developed and applied to coal mine sites. In short, the diversity of anchor rods and cables can adapt to the complex site conditions of coal mines in my country. However, due to the restriction of the height of the roadway, the length of the bolt can only be maintained at about 2m, and the thickness of the bolt anchoring area can only be 2m, which is no longer suitable for the current complicated geological conditions of the roadway. Although the anchor cable can be long enough, the installation process of the anchor cable is relatively complicated compared with the anchor rod. The pump body needs to be tensioned later, which restricts the speed of the coal roadway. At the same time, the longer the anchor cable length, the need The greater the tightening force, the large enough pre-tightening force cannot be applied on site, and the limited pre-tightening force cannot effectively strengthen the anchorage area, and the roadway deformation cannot be better controlled. Therefore, there is an urgent need to develop a bendable and quick installation bolt.
发明内容Summary of the invention
技术问题:针对上述技术的不足之处,提供一种杆体可以弯曲以适应复杂地质环境,无需泵体进行张拉,安装快速,支护效果好的柔性锚杆。Technical problem: In view of the shortcomings of the above technology, a flexible anchor rod can be provided that can be bent to adapt to complex geological environments, does not need to be stretched by the pump body, is installed quickly, and has good supporting effects.
技术方案:为实现上述技术目的,本发明的柔性锚杆,它包括柔性锚杆体、托盘、定扭矩螺母、减摩垫圈和防扭转调心球头,其中托盘设置在柔性锚杆体尾部,定扭矩螺母固定托盘,托盘与定扭矩螺母之间设有减摩垫圈和防扭转调心球头;Technical solution: In order to achieve the above technical purpose, the flexible anchor rod of the present invention includes a flexible anchor rod body, a tray, a fixed torque nut, an anti-friction washer, and an anti-twist self-aligning ball head, wherein the tray is arranged at the tail of the flexible anchor rod body, The fixed torque nut fixes the tray, and the anti-friction washer and anti-twist self-aligning ball head are arranged between the tray and the fixed torque nut;
所述柔性锚杆体包括钢绞线,钢绞线尾端设置在连接套中,所述连接套包括尾端和头端,尾端和头端之间的过渡段设有环形结构的凸台,凸台上设有限位筒,凸台朝向头端的面为垂直端面,凸台朝向尾端的面为锥形面,尾端的外圆柱面上有螺纹,尾端设置有对称布置的沿连接套轴向设置的矩形槽,头端设有与钢绞线连接的内圆柱孔,所述钢绞线插入连接套的圆柱孔内,内圆柱孔孔底设有环形槽,钢绞线与圆柱孔之间设置有增摩丝簧,通过挤压连接套头端外圆柱面的方式实现钢绞线与连接套之间的紧固。The flexible anchor rod body includes a steel strand, the tail end of the steel strand is arranged in a connecting sleeve, the connecting sleeve includes a tail end and a head end, and the transition section between the tail end and the head end is provided with a ring-shaped boss , The boss is provided with a limit cylinder, the surface of the boss facing the head end is a vertical end surface, the surface of the boss facing the tail end is a tapered surface, the outer cylindrical surface of the tail end has threads, and the end is provided with a symmetrical arrangement along the connecting sleeve shaft The head end of the rectangular groove is provided with an inner cylindrical hole connected with the steel strand. The steel strand is inserted into the cylindrical hole of the connecting sleeve. The bottom of the inner cylindrical hole is provided with an annular groove. A friction-increasing wire spring is arranged in the middle, and the fastening between the steel strand and the connecting sleeve is realized by squeezing the outer cylindrical surface of the connecting sleeve head end.
所述限位筒包括限位筒锥形筒体,限位筒锥形筒体包括一大一小两个开口,限位筒锥形筒体上的大开口上设有翻边、小开口上设有环形卡口,环形卡口的内径小于凸台的外径0.5~2mm,限位筒由连接套尾端套入,环形卡口变形并且越过凸台的锥形端面卡在凸台的垂直端面上,限位筒为硬塑料材料构成。The limit cylinder includes a conical cylinder body of the limit cylinder. The conical cylinder body of the limit cylinder includes two openings, one large and one small. The large opening on the conical cylinder of the limit cylinder is provided with a flange and a small opening. Equipped with a ring bayonet, the inner diameter of the ring bayonet is less than the outer diameter of the boss 0.5 ~ 2mm, the limit cylinder is sleeved by the end of the connecting sleeve, the ring bayonet deforms and crosses the tapered end face of the boss and is clamped in the vertical of the boss On the end surface, the limit cylinder is made of hard plastic material.
所述托盘包括托盘体和止动柱,托盘体由外形为圆形的翻边部和拱部组成,拱部的中心设有锥形孔,锥形孔的大端朝向拱部的顶端,且锥形孔的锥形面上设置有沿圆周均匀分布的多道沟槽,沟槽的数目为4~8个,止动柱通过焊接或者过盈连接与翻边部固定。The tray includes a tray body and a stop column. The tray body is composed of a round flange and an arch. The center of the arch is provided with a tapered hole, and the large end of the tapered hole faces the top of the arch, and The tapered surface of the tapered hole is provided with multiple grooves evenly distributed along the circumference, the number of grooves is 4-8, and the stop column is fixed to the flanging part by welding or interference connection.
所述防扭转调心球头包括弧面和平面,其中弧面包括多个锥形面,每两个锥形面之间设有一道凸起Ⅰ,锥形面的半径与所述锥形孔的半径相同,凸起Ⅰ的宽度和高度小于沟槽,凸起Ⅰ的数量与沟槽的数量相同,柔性锚杆预紧时,凸起Ⅰ嵌入沟槽确保防扭转球头与托盘之间的圆周方向固定,防扭转调心球头中心设置圆孔,圆孔中设置对侧分布的凸起Ⅱ,凸起Ⅱ的截面为矩形结构,凸起Ⅱ宽度较矩形槽的宽度小0.5~1mm,凸起Ⅱ的高度较矩形槽的宽度小0.5~1mm,凸起Ⅱ嵌入矩形槽中限制柔性锚杆体扭转。The anti-twist self-aligning ball head includes a curved surface and a flat surface, wherein the curved surface includes a plurality of tapered surfaces, and a protrusion I is arranged between every two tapered surfaces. The radius of the tapered surface is consistent with the tapered hole The radius and the height of the protrusion I are the same as that of the groove. The number of protrusions I is the same as the number of grooves. When the flexible anchor is pre-tightened, the protrusion I is embedded in the groove to ensure the anti-twist ball head and the tray. The circumferential direction is fixed, and the center of the anti-twist self-aligning ball head is provided with a circular hole. The circular hole is provided with a convex II distributed on the opposite side. The cross-section of the convex II is a rectangular structure, and the width of the convex II is 0.5-1mm smaller than the width of the rectangular groove. The height of the protrusion II is 0.5-1mm smaller than the width of the rectangular groove, and the protrusion II is embedded in the rectangular groove to restrict the torsion of the flexible anchor body.
有益效果:由于采用了上述技术方案,本发明与现有技术相比具有如下优点:Beneficial effects: Due to the adoption of the above technical solution, the present invention has the following advantages compared with the prior art:
(1)钢绞线构成的锚杆体便于弯曲,解决了锚杆长度受制于巷道高度的问题,随着煤炭开始深度的不断增加,需要构建厚层锚固岩梁,需要高强度长锚杆才能控制巷道的变形,柔性锚杆破断载荷和长度都比普通锚杆高2倍,可以有效适应复杂的矿井环境;(1) The bolt body composed of steel strands is easy to bend, which solves the problem that the length of the bolt is restricted by the height of the roadway. As the depth of coal continues to increase, it is necessary to build thick anchored rock beams, and high-strength long bolts are needed. To control the deformation of the roadway, the breaking load and length of the flexible bolt are two times higher than that of the ordinary bolt, which can effectively adapt to the complex mine environment;
(2)柔性锚杆杆体与连接套挤压连接,两部分连接处强度可以达到杆体强度的95%及以上,能够满足现场复杂环境的要求;(2) The flexible anchor rod body is squeezed and connected with the connecting sleeve, and the strength of the connection between the two parts can reach 95% or more of the strength of the rod body, which can meet the requirements of the complex environment on site;
(3)柔性锚杆通过定扭矩螺母预紧安装,无需使用泵体张拉,较钢绞线的锁具张拉安装方式,定扭矩螺母式可以实现快速安装,大幅提高锚杆支护速度,进而提高巷道的推进速度,有效提高工作效率,同时无需携带泵体也节省了设备搬运消耗的人力;(3) The flexible anchor rod is pre-tightened by a fixed torque nut, without the need for pump body tension. Compared with the steel stranded lock tension installation method, the fixed torque nut type can achieve rapid installation, greatly improving the anchor support speed, and then Improve the advancing speed of the roadway, effectively improve the work efficiency, and at the same time save the manpower for equipment handling without the need to carry the pump body;
(4)柔性锚杆中限位筒可以准确定位锚杆的安装位置,即使锚杆孔深过大,利用限位筒约束在岩体外侧,也能确保柔性锚杆连接套的安装长度,不会导致柔性锚杆失效,可靠性高,同时有助于保证统一的锚杆外露长度,实现煤矿锚杆支护的质量标准化;(4) The limit tube in the flexible anchor rod can accurately locate the installation position of the anchor rod. Even if the bolt hole is too deep, the limit tube can be used to constrain the outside of the rock mass to ensure the installation length of the flexible anchor rod connecting sleeve. It will lead to failure of the flexible anchor rod, high reliability, and at the same time help to ensure a uniform exposed length of the anchor rod, and realize the quality standardization of coal mine bolt support;
(5)柔性锚杆中托盘、调心球头和连接套利用沟槽和凸台的结构解决了锚杆钻机预紧时柔性锚杆跟随螺母转动的棘手问题,加上减摩垫圈的作用,使得柔性锚杆可以施加较大的预紧力,实现更大的锚杆预紧力,更好地约束巷道的变形。(5) The tray, self-aligning ball head and connecting sleeve of the flexible anchor rod use the structure of groove and boss to solve the thorny problem of the flexible anchor rod following the rotation of the nut when the anchor rod drill is pre-tightened, plus the anti-friction washer. The flexible anchor rod can apply a larger pre-tightening force, realize a greater anchor pre-tightening force, and better restrain the deformation of the roadway.
附图说明Description of the drawings
图1是本发明柔性锚杆体的剖视图。Figure 1 is a cross-sectional view of the flexible anchor body of the present invention.
图2是本发明柔性锚杆体的局部放大剖视图。Figure 2 is a partial enlarged cross-sectional view of the flexible anchor body of the present invention.
图3是本发明柔性锚杆体的连接套剖视图。Figure 3 is a cross-sectional view of the connecting sleeve of the flexible anchor body of the present invention.
图4是本发明柔性锚杆体的连接套外形示意图。Figure 4 is a schematic diagram of the appearance of the connecting sleeve of the flexible anchor body of the present invention.
图5是本发明限位筒的剖视图。Figure 5 is a cross-sectional view of the limiting cylinder of the present invention.
图6是本发明柔性锚杆未预紧状态的示意图。Fig. 6 is a schematic diagram of the unpretensioned state of the flexible anchor rod of the present invention.
图7是本发明柔性锚杆预紧后的剖视图。Figure 7 is a cross-sectional view of the flexible anchor rod of the present invention after pretensioning.
图8是本发明岩体施工的锚杆孔示意图。Fig. 8 is a schematic diagram of an anchor hole for rock mass construction according to the present invention.
图9是本发明托盘的示意图。Figure 9 is a schematic view of the tray of the present invention.
图10是本发明防扭调心球头的示意图。Figure 10 is a schematic diagram of the anti-twist self-aligning ball head of the present invention.
图11是本发明定扭矩螺母的示意图。Figure 11 is a schematic diagram of the fixed torque nut of the present invention.
图中:A、岩体;A1、岩体临空面;A2、大孔段;A3小孔段;B、柔性锚杆体;B1、钢绞线,B2、增摩丝簧,B3、限位筒,B3a、翻边,B3b、环形卡口,B3c、限位筒锥形筒体,B4、连接套,B4a、尾端,B4b、头端,B4c、圆柱孔,B4d、环形槽,B4e、凸台,B4f、矩形槽,C、托盘,C1、托盘体,C1a、锥形孔,C1b、翻边部,C1c、拱部,C1d、沟槽,C2、止动柱;D、定扭矩螺母;D1、螺母体,D2、定扭矩挡板,E、减摩垫圈,F、防扭调心球头,F1、锥形面,F2、凸起Ⅰ,F3、凸起Ⅱ,F4、圆孔。In the figure: A, rock mass; A1, rock mass facing surface; A2, large hole section; A3 small hole section; B, flexible anchor body; B1, steel strand, B2, friction-increasing wire spring, B3, limit Position tube, B3a, flange, B3b, ring bayonet, B3c, limit tube cone body, B4, connecting sleeve, B4a, tail end, B4b, head end, B4c, cylindrical hole, B4d, ring groove, B4e , Boss, B4f, rectangular groove, C, tray, C1, tray body, C1a, tapered hole, C1b, flanging, C1c, arch, C1d, groove, C2, stop post; D, constant torque Nut; D1, nut body, D2, constant torque baffle, E, anti-friction washer, F, anti-twist self-aligning ball head, F1, tapered surface, F2, protrusion I, F3, protrusion II, F4, round hole.
具体实施方式detailed description
下面结合附图对本发明的具体实施例作进一步的描述:The specific embodiments of the present invention will be further described below in conjunction with the accompanying drawings:
如图1、图2、图3和图4所示,本发明的一种柔性锚杆,它包括柔性锚杆体B、托盘C、定扭矩螺母D、减摩垫圈E和防扭转调心球头F,其中托盘C设置在柔性锚杆体B尾部,定扭矩螺母D固定托盘C,托盘C与定扭矩螺母D之间设有减摩垫圈E和防扭转调心球头F;As shown in Figure 1, Figure 2, Figure 3 and Figure 4, a flexible anchor rod of the present invention includes a flexible anchor rod body B, a tray C, a constant torque nut D, an anti-friction washer E and an anti-twist self-aligning ball Head F, where the tray C is set at the tail of the flexible anchor body B, the fixed torque nut D fixes the tray C, and the anti-friction washer E and the anti-twist self-aligning ball head F are arranged between the tray C and the fixed torque nut D;
所述柔性锚杆体B包括钢绞线B1,钢绞线B1尾端设置在连接套B4中,所述连接套B4包括尾端B4a和头端B4b,尾端B4a和头端B4b之间的过渡段设有环形结构的凸台B4e,凸台B4e上设有限位筒B3,凸台B4e朝向头端B4b的面为垂直端面,凸台B4e朝向尾端B4a的面为锥形面,尾端B4a的外圆柱面上有螺纹,尾端B4a设置有对称布置的沿连接套B4轴向设置的矩形槽B4f,头端B4b设有与钢绞线B1连接的内圆柱孔B4c,内圆柱孔B4c内壁设有螺纹、孔底设有环形槽B4d,所述钢绞线B1插入连接套B4的圆柱孔B4c内,钢绞线B1与圆柱孔B4c之间设置增摩丝簧B2,通过挤压连接套B4头端B4b外圆柱面的方式实现钢绞线B1与连接套B4之间的紧固。The flexible anchor rod body B includes a steel strand B1, the tail end of the steel strand B1 is arranged in a connecting sleeve B4, the connecting sleeve B4 includes a tail end B4a and a head end B4b, and the end between the tail end B4a and the head end B4b The transition section is provided with a ring-shaped boss B4e, the boss B4e is equipped with a limit cylinder B3, the surface of the boss B4e facing the head end B4b is a vertical end surface, and the surface of the boss B4e facing the tail end B4a is a tapered surface. There are threads on the outer cylindrical surface of B4a, the tail end B4a is provided with a symmetrically arranged rectangular groove B4f along the axial direction of the connecting sleeve B4, and the head end B4b is provided with an inner cylindrical hole B4c and an inner cylindrical hole B4c connected with the steel strand B1 The inner wall is provided with threads and the bottom of the hole is provided with an annular groove B4d. The steel strand B1 is inserted into the cylindrical hole B4c of the connecting sleeve B4, and a friction increasing wire spring B2 is arranged between the steel strand B1 and the cylindrical hole B4c, which is connected by extrusion The outer cylindrical surface of the head end B4b of the sleeve B4 realizes the fastening between the steel strand B1 and the connecting sleeve B4.
如图5所示,所述限位筒B3包括限位筒锥形筒体B3c,限位筒锥形筒体B3c包括一大一 小两个开口,限位筒锥形筒体B3c上的大开口上设有翻边B3a、小开口上设有环形卡口B3b,环形卡口B3b的内径小于凸台B4e的外径0.5~2mm,限位筒B3由连接套B4尾端B4a套入,环形卡口B3b变形并且越过凸台B4e的锥形端面卡在凸台B4e的垂直端面上,限位筒B3为硬塑料材料构成。As shown in Figure 5, the limit cylinder B3 includes a conical conical cylinder body B3c of the confinement cylinder. The conical cylinder body B3c of the confinement cylinder includes two openings, one large and one small. The opening is provided with a flange B3a, and the small opening is provided with an annular bayonet B3b. The inner diameter of the annular bayonet B3b is smaller than the outer diameter of the boss B4e by 0.5-2mm. The limit cylinder B3 is sleeved by the end B4a of the connecting sleeve B4, and has a ring shape. The bayonet B3b deforms and passes over the tapered end surface of the boss B4e to be clamped on the vertical end surface of the boss B4e, and the limiting cylinder B3 is made of hard plastic material.
如图9所示,所述托盘C包括托盘体C1和止动柱C2,托盘体C1由外形为圆形的翻边部C1b和拱部C1c组成,拱部C1c的中心设有锥形孔C1a,锥形孔C1a的大端朝向拱部C1c的顶端,且锥形孔C1c的锥形面上设置有沿圆周均匀分布的多道沟槽C1d,沟槽C1d的数目为4~8个,止动柱C2通过焊接或者过盈连接与翻边部C1b固定。As shown in Figure 9, the tray C includes a tray body C1 and a stop column C2. The tray body C1 is composed of a circular flanged portion C1b and an arch C1c. The center of the arch C1c is provided with a tapered hole C1a , The large end of the tapered hole C1a faces the top end of the arch C1c, and the tapered surface of the tapered hole C1c is provided with multiple grooves C1d evenly distributed along the circumference. The number of grooves C1d is 4-8. The movable column C2 is fixed to the flange part C1b by welding or interference connection.
如图10所示,所述防扭转调心球头F包括弧面和平面,其中弧面包括多个锥形面F1,每两个锥形面F1之间设有一道凸起ⅠF2,锥形面F1的半径与所述锥形孔C1a的半径相同,凸起ⅠF2的宽度和高度小于沟槽C1d,凸起ⅠF2的数量与沟槽C1d的数量相同,柔性锚杆预紧时,凸起ⅠF2嵌入沟槽C1d确保防扭转球头F与托盘C之间的圆周方向固定,防扭转调心球头F中心设置圆孔F4,圆孔中设置对侧分布的凸起ⅡF3,凸起ⅡF3的截面为矩形结构,凸起ⅡF3宽度较矩形槽B4f的宽度小0.5~1mm,凸起ⅡF3的高度较矩形槽B4f的宽度小0.5~1mm,凸起ⅡF3嵌入矩形槽B4f中限制柔性锚杆体B扭转。As shown in Figure 10, the anti-twist self-aligning ball head F includes a curved surface and a flat surface. The curved surface includes a plurality of tapered surfaces F1. A protrusion IF2 is provided between each two tapered surfaces F1. The radius of the surface F1 is the same as the radius of the tapered hole C1a, the width and height of the protrusion IF2 are smaller than that of the groove C1d, and the number of the protrusion IF2 is the same as the number of the groove C1d. When the flexible anchor is pre-tensioned, the protrusion IF2 The embedded groove C1d ensures that the anti-twist ball head F and the tray C are fixed in the circumferential direction. The center of the anti-twist self-aligning ball head F is provided with a circular hole F4. The circular hole is provided with a cross-section of the convex II F3 and the convex II F3 distributed on the opposite side. It is a rectangular structure, the width of the protrusion IIF3 is 0.5-1mm smaller than the width of the rectangular groove B4f, and the height of the protrusion IIF3 is 0.5-1mm smaller than the width of the rectangular groove B4f. The protrusion IIF3 is embedded in the rectangular groove B4f to limit the twisting of the flexible anchor body B .
如图11所示,所述定扭矩螺母D包括螺母体D1和定扭矩挡板D2As shown in Figure 11, the constant torque nut D includes a nut body D1 and a constant torque baffle D2
如图6和图7所示,一种柔性锚杆施工方法,其步骤如下:As shown in Figure 6 and Figure 7, a flexible anchor construction method, the steps are as follows:
步骤a、在岩体A中施工阶梯锚杆孔,其中靠近开挖面A1的阶梯锚杆孔为大孔段A2,其余的阶梯锚杆孔为小孔段A3,大孔段A2的直径大于头端B4b挤压后的直径4~10mm,大孔段A2的深度满足柔性锚杆体B插入锚杆孔后限位筒B3的翻边紧密贴合开挖面A1;Step a. Construct stepped bolt holes in rock mass A. The stepped bolt hole near the excavation surface A1 is the large hole section A2, the remaining stepped bolt holes are the small hole section A3, and the diameter of the large hole section A2 is larger than The extruded diameter of the head B4b is 4-10mm, and the depth of the large hole section A2 meets the requirements of the flexible bolt body B being inserted into the bolt hole. The flanging of the limit cylinder B3 closely fits the excavation surface A1;
步骤b、将锚固剂放入锚杆阶梯孔中,将柔性锚杆体B顶住锚固剂,利用柔性锚杆体B前部将锚固剂推入锚杆阶梯孔孔底,利用锚杆钻机旋转定扭矩螺母D进而带动柔性锚杆体B和防扭调心球头F一起旋转,旋转的同时通过锚杆钻机推进柔性锚杆将锚固剂搅拌均匀,旋转、推进,直至限位筒B3的翻边紧密贴合临开挖面A1后锚杆钻机停止旋转,停留30秒等待锚固剂凝固;Step b. Put the anchoring agent into the stepped hole of the anchor rod, press the flexible anchor body B against the anchoring agent, use the front part of the flexible anchor body B to push the anchoring agent into the bottom of the stepped hole of the anchor rod, and use the bolt drill to rotate The fixed torque nut D then drives the flexible bolt body B and the anti-twist aligning ball head F to rotate together, and while rotating, the flexible bolt is pushed by the bolt drill to stir the anchoring agent evenly, rotate and advance until the limit cylinder B3 turns over After the edge is closely attached to the face A1 near the excavation, the bolter will stop rotating and stay for 30 seconds to wait for the anchoring agent to solidify;
步骤c:启动锚杆钻机带动定扭矩螺母D旋转并破坏定扭矩螺母D的定扭矩结构,使定扭矩螺母D沿连接套B4继续旋入并压紧减摩垫圈E、防扭转调心球头F、托盘C,使得托盘C上的止动柱C2卡到开挖面A1阻止托盘C旋转,此时调心球头F上的凸起ⅠF2与托盘C上的沟槽C1d卡住,进而防止防扭调心球头F发生旋转,防扭调心球头F通过凸起ⅡF3限制连接套B4的旋转进而限制柔性锚杆体B的旋转,使得锚杆钻机施加预紧力时柔性锚杆体B不发生转动,预紧力为60~100kN。Step c: Start the bolting machine to drive the fixed torque nut D to rotate and destroy the fixed torque structure of the fixed torque nut D, so that the fixed torque nut D continues to be screwed in along the connecting sleeve B4 and tighten the anti-friction washer E and anti-twist self-aligning ball head F. Pallet C, so that the stop post C2 on the pallet C is stuck to the excavation surface A1 to prevent the pallet C from rotating. At this time, the protrusion IF2 on the self-aligning ball head F is stuck with the groove C1d on the pallet C, thereby preventing The anti-twist self-aligning ball head F rotates, and the anti-twist self-aligning ball head F restricts the rotation of the connecting sleeve B4 through the protrusion ⅡF3, thereby restricting the rotation of the flexible anchor body B, so that the flexible anchor body is exerted by the anchor drill. B does not rotate, and the pre-tightening force is 60-100kN.
步骤d:退下锚杆钻机,重复步骤a~c施工下一根柔性锚杆。Step d: Withdraw the bolt drill and repeat steps a to c to construct the next flexible bolt.

Claims (4)

  1. 一种柔性锚杆,其特征在于:它包括柔性锚杆体(B)、托盘(C)、定扭矩螺母(D)、减摩垫圈(E)和防扭转调心球头(F),其中托盘(C)设置在柔性锚杆体(B)尾部,定扭矩螺母(D)固定托盘(C),托盘(C)与定扭矩螺母(D)之间设有减摩垫圈(E)和防扭转调心球头(F);A flexible anchor rod, characterized in that it includes a flexible anchor rod body (B), a tray (C), a fixed torque nut (D), an anti-friction washer (E) and an anti-twist self-aligning ball head (F), wherein The tray (C) is set at the tail of the flexible anchor body (B), the fixed torque nut (D) fixes the tray (C), and the anti-friction washer (E) and anti-friction washer (E) and anti-friction washer (E) are arranged between the tray (C) and the fixed torque nut (D). Twist the aligning ball head (F);
    所述柔性锚杆体(B)包括钢绞线(B1),钢绞线(B1)尾端设置在连接套(B4)中,所述连接套(B4)包括尾端(B4a)和头端(B4b),尾端(B4a)和头端(B4b)之间的过渡段设有环形结构的凸台(B4e),凸台(B4e)上设有限位筒(B3),凸台(B4e)朝向头端(B4b)的面为垂直端面,凸台(B4e)朝向尾端(B4a)的面为锥形面,尾端(B4a)的外圆柱面上有螺纹,尾端(B4a)设置有对称布置的沿连接套(B4)轴向设置的矩形槽(B4f),头端(B4b)设有与钢绞线(B1)连接的内圆柱孔(B4c),内圆柱孔(B4c)孔底设有环形槽(B4d),所述钢绞线(B1)插入连接套(B4)的圆柱孔(B4c)内,钢绞线(B1)与圆柱孔(B4c)之间设置增摩丝簧(B2),通过挤压连接套(B4)头端(B4b)外圆柱面的方式实现钢绞线(B1)与连接套(B4)之间的紧固。The flexible anchor rod body (B) includes a steel strand (B1), the tail end of the steel strand (B1) is arranged in a connecting sleeve (B4), and the connecting sleeve (B4) includes a tail end (B4a) and a head end (B4b), the transition section between the tail end (B4a) and the head end (B4b) is provided with a ring-shaped boss (B4e), and the boss (B4e) is provided with a limit tube (B3) and boss (B4e) The surface facing the head end (B4b) is a vertical end surface, the boss (B4e) facing the tail end (B4a) is a tapered surface, the tail end (B4a) has a thread on the outer cylindrical surface, and the tail end (B4a) is provided with Symmetrically arranged rectangular grooves (B4f) along the axis of the connecting sleeve (B4), the head end (B4b) is provided with an inner cylindrical hole (B4c) connected to the steel strand (B1), and the inner cylindrical hole (B4c) has a hole bottom An annular groove (B4d) is provided, the steel strand (B1) is inserted into the cylindrical hole (B4c) of the connecting sleeve (B4), and a friction-increasing wire spring (B1) is arranged between the steel strand (B1) and the cylindrical hole (B4c). B2), the fastening between the steel strand (B1) and the connecting sleeve (B4) is achieved by squeezing the outer cylindrical surface of the head end (B4b) of the connecting sleeve (B4).
  2. 根据权利要求1所述的柔性锚杆,其特征在于:所述限位筒(B3)包括限位筒锥形筒体(B3c),限位筒锥形筒体(B3c)包括一大一小两个开口,限位筒锥形筒体(B3c)上的大开口上设有翻边(B3a)、小开口上设有环形卡口(B3b),环形卡口(B3b)的内径小于凸台(B4e)的外径0.5~2mm,限位筒(B3)由连接套(B4)尾端(B4a)套入,环形卡口(B3b)变形并且越过凸台(B4e)的锥形端面卡在凸台(B4e)的垂直端面上,限位筒(B3)为硬塑料材料构成。The flexible anchor rod according to claim 1, characterized in that: the limit cylinder (B3) includes a limit cylinder cone (B3c), and the limit cylinder cone (B3c) includes a large and a small Two openings, the large opening on the conical cylinder (B3c) of the limit cylinder is provided with a flange (B3a), and the small opening is provided with a ring bayonet (B3b). The inner diameter of the ring bayonet (B3b) is smaller than the boss The outer diameter of (B4e) is 0.5~2mm, the limit cylinder (B3) is sleeved by the end of the connecting sleeve (B4) (B4a), the annular bayonet (B3b) is deformed and passes over the conical end surface of the boss (B4e) to be stuck in On the vertical end surface of the boss (B4e), the limit cylinder (B3) is made of hard plastic material.
  3. 根据权利要求1所述的柔性锚杆,其特征在于:所述托盘(C)包括托盘体(C1)和止动柱(C2),托盘体(C1)由外形为圆形的翻边部(C1b)和拱部(C1c)组成,拱部(C1c)的中心设有锥形孔(C1a),锥形孔(C1a)的大端朝向拱部(C1c)的顶端,且锥形孔(C1c)的锥形面上设置有沿圆周均匀分布的多道沟槽(C1d),沟槽(C1d)的数目为4~8个,止动柱(C2)通过焊接或者过盈连接与翻边部(C1b)固定。The flexible anchor rod according to claim 1, characterized in that: the tray (C) comprises a tray body (C1) and a stop column (C2), and the tray body (C1) consists of a round flange part ( C1b) and the arch (C1c), the center of the arch (C1c) is provided with a tapered hole (C1a), the large end of the tapered hole (C1a) faces the top of the arch (C1c), and the tapered hole (C1c) The tapered surface of) is provided with multiple grooves (C1d) evenly distributed along the circumference, the number of grooves (C1d) is 4-8, and the stop column (C2) is connected to the flanging part by welding or interference (C1b) Fixed.
  4. 根据权利要求书1、2或3所述的柔性锚杆,其特征在于:所述防扭转调心球头(F)包括弧面和平面,其中弧面包括多个锥形面(F1),每两个锥形面(F1)之间设有一道凸起Ⅰ(F2),锥形面(F1)的半径与所述锥形孔(C1a)的半径相同,凸起Ⅰ(F2)的宽度和高度小于沟槽(C1d),凸起Ⅰ(F2)的数量与沟槽(C1d)的数量相同,柔性锚杆预紧时,凸起Ⅰ(F2)嵌入沟槽(C1d)确保防扭转球头(F)与托盘(C)之间的圆周方向固定,防扭转调心球头(F)中心设置圆孔(F4),圆孔中设置对侧分布的凸起Ⅱ(F3),凸起Ⅱ(F3)的截面为矩形结构,凸起Ⅱ(F3)宽度较矩形槽(B4f)的宽度小0.5~1mm,凸起Ⅱ(F3)的高度较矩 形槽(B4f)的宽度小0.5~1mm,凸起Ⅱ(F3)嵌入矩形槽(B4f)中限制柔性锚杆体(B)扭转。The flexible anchor rod according to claim 1, 2 or 3, characterized in that: the anti-twist self-aligning ball head (F) includes a curved surface and a flat surface, wherein the curved surface includes a plurality of tapered surfaces (F1), There is a protrusion I (F2) between every two tapered surfaces (F1), the radius of the tapered surface (F1) is the same as the radius of the tapered hole (C1a), and the width of the protrusion I (F2) And the height is smaller than the groove (C1d), and the number of protrusions I (F2) is the same as the number of grooves (C1d). When the flexible anchor is pre-tensioned, the protrusion I (F2) is embedded in the groove (C1d) to ensure the anti-twist ball The head (F) and the tray (C) are fixed in the circumferential direction. The center of the anti-twist self-aligning ball head (F) is provided with a circular hole (F4). The circular hole is provided with a convex II (F3) distributed on the opposite side. The cross section of Ⅱ(F3) is a rectangular structure, the width of protrusion Ⅱ(F3) is 0.5~1mm smaller than the width of rectangular groove (B4f), and the height of protrusion Ⅱ(F3) is 0.5~1mm smaller than the width of rectangular groove (B4f). , The protrusion II (F3) is embedded in the rectangular groove (B4f) to limit the torsion of the flexible anchor body (B).
PCT/CN2019/090615 2019-01-25 2019-06-11 Flexible anchor rod WO2020151161A1 (en)

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