CN109026103B - Expanding extrusion friction anchor rod and anchor cable structure - Google Patents
Expanding extrusion friction anchor rod and anchor cable structure Download PDFInfo
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- 238000001125 extrusion Methods 0.000 title claims abstract description 24
- 239000011435 rock Substances 0.000 abstract description 23
- 238000004873 anchoring Methods 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 5
- 239000003245 coal Substances 0.000 abstract description 3
- 238000010521 absorption reaction Methods 0.000 abstract description 2
- 238000006073 displacement reaction Methods 0.000 description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 9
- 238000010586 diagram Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 8
- 239000003795 chemical substances by application Substances 0.000 description 6
- 238000010276 construction Methods 0.000 description 6
- 238000009434 installation Methods 0.000 description 6
- 238000003756 stirring Methods 0.000 description 6
- 239000002184 metal Substances 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 238000009825 accumulation Methods 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 230000007847 structural defect 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
- 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
- E21D21/0073—Anchoring-bolts having an inflatable sleeve, e.g. hollow sleeve expanded by a fluid
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
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Abstract
一种扩径挤压摩擦锚杆锚索结构属于煤岩体动力支护和软岩支护技术领域,包括套管、大径区、扩径区、小径区、螺母、托盘、限位器、杆体、索体、搅拌器、一字型凹槽、夹片、导槽和锚具,本发明通过锚杆胀管器或锚索胀管器与套管扩径挤压、摩擦产生恒阻力,通过锚杆胀管器或锚索胀管器的相对滑移提供变形量,不仅给被支护围岩体提供一定的高支护恒阻力,使被支护围岩体始终处于三向受压应力状态,进而形成较高厚度的环形支护压力拱,而且还能通过该扩径挤压摩擦杆体或索体结构的轴向滑移,与被支护围岩体协同变形,吸收一定量的变形能量和冲击能量,最终达到恒阻支护及让位吸能支护的效果,最大程度上保障被支护围岩体的稳定性。
An expanded diameter extrusion friction bolt anchor cable structure belongs to the technical field of coal rock mass dynamic support and soft rock support. The rod body, the cable body, the stirrer, the in-line groove, the clip, the guide groove and the anchoring tool, the present invention generates constant resistance through the bolt expander or the anchor cable expander and the casing expanding, extruding and rubbing. The deformation is provided by the relative slip of the bolt expander or the anchor cable expander, which not only provides a certain high support constant resistance for the surrounding rock mass to be supported, but also keeps the surrounding rock mass under three-way pressure all the time. stress state, thus forming a high-thickness annular support pressure arch, and through the expansion of the diameter to squeeze the axial slip of the friction rod body or cable body structure, it can deform in coordination with the surrounding rock mass to be supported, and absorb a certain amount of Deformation energy and impact energy finally achieve the effect of constant resistance support and abdication energy absorption support, ensuring the stability of the supported surrounding rock mass to the greatest extent.
Description
技术领域technical field
本发明属于煤岩体动力支护和软岩支护技术领域,具体涉及一种扩径挤压摩擦锚杆锚索结构。The invention belongs to the technical field of coal rock mass dynamic support and soft rock support, and in particular relates to a diameter-expanding extrusion friction anchor rod and cable structure.
背景技术Background technique
在煤矿、金属矿山、水利、隧道以及其他岩土工程中,锚杆是种高效且应用广泛的主动支护构件。然而随着我国经济发展,工程规模不断扩大,面临的地质条件也愈加复杂。浅部岩体工程中,在地震、人为扰动、水等外在因素或因岩体自身膨胀性等内在因素作用下,岩体丧失承载能力,出现大变形、滑坡、塌方等灾害;深部处于高地应力状态下的岩体易发生软岩大变形等灾害,同时,冲击地压、岩爆、矿震等事故频频发生,而常规支护锚杆延伸率低、抗冲击能力差,锚杆破断失效问题频发且严重。因此,实际工程迫切需要既能提供较高恒阻力,同时又具有较大变形能力的锚杆/锚索。In coal mines, metal mines, water conservancy, tunnels and other geotechnical engineering, bolts are an efficient and widely used active support member. However, with the development of my country's economy, the scale of the project has been continuously expanded, and the geological conditions faced by the project have become more and more complicated. In shallow rock mass engineering, under the action of external factors such as earthquake, human disturbance, water or internal factors such as rock mass itself, the rock mass loses its bearing capacity, causing large deformation, landslides, landslides and other disasters; The rock mass under the stress state is prone to disasters such as large deformation of soft rock. At the same time, accidents such as rock burst, rock burst, and mine earthquake occur frequently, while the conventional support bolt has low elongation and poor impact resistance, and the bolt fails to break. Problems are frequent and severe. Therefore, there is an urgent need for anchor rods/cables that can provide both high constant resistance and large deformation capacity in practical engineering.
专利号为201010196197.2的中国专利公开了一种恒阻大变形锚杆,其恒阻装置内表面设有与杆体相配合的螺纹结构,通过剪切恒阻装置螺纹和挤压恒阻装置提供工作阻力,但剪切螺纹的过程中会使恒阻力不稳定,且被剪断的螺纹会产生堆积效应,导致杆体难以沿轴向滑动,影响结构变形能力,同时,在被支护的岩体发生大变形时,堆积的螺纹会使锚杆的工作阻力急剧上升,甚至发生锚杆破断失效的问题。专利号为201410483046.3的中国专利公开了一种挤压、摩擦式吸能锚杆,其通过楔形柱台挤压吸能衬里管以及摩擦柱台与被挤压的吸能衬里管接触产生工作阻力,但在挤压过程中,由于楔形柱台与多边形衬里管或与多边形套管从线线接触过渡到面面接触,使工作阻力不稳定,且吸能衬里管为薄壁管,在挤压摩擦过程中受到轴向的压力易产生渐进屈曲,使结构挤压摩擦功能失效,破坏结构稳定性。专利号为201710556137.9的中国专利公开了一种挤压摩擦式恒阻让压大变形锚杆,其通过钢珠对套管挤压摩擦提供恒阻力,但其钢珠与套管的接触为点线接触,接触面积较小,因而产生的恒阻力较小,且钢珠并非整体构件,单个或多个钢珠破坏时会导致杆体受力不均,破坏锚杆工作性能,易发生失稳破坏。The Chinese Patent No. 201010196197.2 discloses a constant resistance large deformation anchor rod, the inner surface of the constant resistance device is provided with a threaded structure matched with the rod body, and the working resistance is provided by shearing the constant resistance device thread and extruding the constant resistance device , but the constant resistance will be unstable in the process of shearing the thread, and the sheared thread will have a stacking effect, making it difficult for the rod to slide in the axial direction, affecting the structural deformation capacity, and at the same time, large deformation occurs in the supported rock mass. When the thread is piled up, the working resistance of the bolt will rise sharply, and even the problem of the bolt breaking and failure will occur. The Chinese patent with the patent number of 201410483046.3 discloses an extrusion and friction energy-absorbing anchor rod, which squeezes the energy-absorbing lining pipe through the wedge-shaped column platform and the friction column platform contacts the extruded energy-absorbing lining pipe to generate working resistance, However, during the extrusion process, the working resistance is unstable due to the transition from the line contact to the surface contact between the wedge-shaped pillar and the polygonal lining pipe or the polygonal casing, and the energy-absorbing lining pipe is a thin-walled pipe. During the process, the axial pressure is easy to produce progressive buckling, which makes the structure's extrusion friction function invalid and destroys the structural stability. The Chinese patent with the patent number of 201710556137.9 discloses an extrusion friction type anchor rod with constant resistance and large deformation, which provides constant resistance to the extrusion friction of the casing through the steel ball, but the contact between the steel ball and the casing is point-line contact, The contact area is small, so the constant resistance is small, and the steel ball is not an integral component. When a single or multiple steel ball is damaged, it will cause uneven stress on the rod body, damage the working performance of the bolt, and easily cause instability and damage.
总之,现有的常规锚杆延伸率低、抗冲击能力差难以满足工程要求,而现有的大变形吸能锚杆由于各自原理及结构上的缺陷,导致恒阻力不稳定或者结构易失稳,效果不甚理想。In a word, the existing conventional anchors have low elongation and poor impact resistance, which are difficult to meet the engineering requirements. However, the existing large deformation energy-absorbing anchors have their own principles and structural defects, resulting in unstable constant resistance or easy structural instability. , the effect is not ideal.
发明内容SUMMARY OF THE INVENTION
为了实现上述目的,本发明采用如下技术方案:In order to achieve the above object, the present invention adopts the following technical solutions:
一种扩径挤压摩擦锚杆锚索结构,分为外置式和内置式,外置式包括套管,套管包括大径区、扩径区和小径区,所述套管大径区外壁设置有螺母和托盘,所述套管小径区远离扩径区一端设置有限位器,所述套管扩径区内壁设置有锚杆胀管器或锚索胀管器,锚杆胀管器内孔设置有杆体,锚索胀管器内孔设置有索体;An expansion-diameter extrusion friction anchor rod and cable structure is divided into an external type and an internal type. The external type includes a casing, the casing includes a large-diameter area, an expanding area and a small-diameter area, and the outer wall of the large-diameter area of the casing is provided with There is a nut and a tray, a stopper is arranged at one end of the small diameter area of the casing away from the diameter expansion area, and an anchor rod expander or an anchor cable expander is arranged on the inner wall of the casing diameter expansion area, and the inner hole of the anchor rod expander is provided. A rod body is arranged, and a cable body is arranged in the inner hole of the anchor cable expander;
内置式包括套管,套管包括大径区、扩径区和小径区,所述套管小径区远离扩径区一端内孔设置有限位器,所述套管大径区设置有搅拌器,所述套管扩径区内壁设置有锚杆胀管器或锚索胀管器,锚杆胀管器内孔设置有杆体,杆体一端与搅拌器里端紧密贴合,杆体另一端外壁设置有托盘和螺母,且托盘靠近套管一端;所述锚索胀管器内孔设置有索体,索体一端与搅拌器里端紧密贴合,索体另一端设置有托盘和锚具,且托盘靠近套管一端。The built-in type includes a casing, the casing includes a large-diameter area, an expanding area and a small-diameter area, the small-diameter area of the casing is provided with a stopper at one end of the inner hole away from the expanding area, and the large-diameter area of the casing is provided with a stirrer, An anchor rod expander or an anchor cable expander is arranged on the inner wall of the inner diameter of the casing, the inner hole of the anchor rod expander is provided with a rod body, one end of the rod body is closely fitted with the inner end of the mixer, and the outer wall of the other end of the rod body is provided with a a tray and a nut, and the tray is close to one end of the casing; the inner hole of the anchor cable expander is provided with a cable body, one end of the cable body is closely fitted with the inner end of the mixer, and the other end of the cable body is provided with a tray and an anchor, and the tray near the end of the casing.
外置式所述套管,套管大径区设置有外螺纹,内置式所述套管,套管大径区设置有内螺纹。For the external type of the casing, the large diameter area of the casing is provided with an external thread, and for the built-in type of the casing, the large diameter area of the casing is provided with an internal thread.
所述限位器与套管小径区为一体成型结构或限位器与套管小径区螺接,且限位器中孔内径大于杆体或索体外径。The stopper and the small diameter area of the casing are integrally formed, or the stopper and the small diameter area of the casing are screwed together, and the inner diameter of the hole in the stopper is larger than the outer diameter of the rod body or the cable.
所述锚杆胀管器包括锚杆圆台形胀头和锚杆圆柱形固定头,锚杆圆台形胀头大端设置有锚杆圆柱形固定头,且锚杆圆柱形固定头外径小于等于锚杆圆台形胀头大端外径,所述锚杆圆台形胀头和锚杆圆柱形固定头内孔均设置有内螺纹,且锚杆圆柱形固定头远离锚杆圆台形胀头一端端面设置有一字型凹槽。The anchor rod tube expander includes an anchor rod circular truncated expansion head and an anchor rod cylindrical fixed head, the large end of the anchor rod circular truncated expansion head is provided with an anchor rod cylindrical fixed head, and the outer diameter of the anchor rod cylindrical fixed head is less than or equal to The outer diameter of the large end of the circular truncated expansion head of the anchor rod, the inner hole of the circular truncated expansion head of the anchor rod and the cylindrical fixed head of the anchor rod are both provided with internal threads, and the cylindrical fixed head of the anchor rod is far away from the end face of one end of the circular truncated expansion head of the anchor rod A font groove is provided.
所述锚索胀管器包括锚索圆台形胀头和锚索圆柱形固定头,锚索圆台形胀头大端设置有锚索圆柱形固定头,且锚索圆柱形固定头外径小于等于锚索圆台形胀头大端外径,所述锚索圆台形胀头中部设置有通孔,所述锚索圆柱形固定头为单孔夹片式或者多孔夹片式结构。The anchor cable expander includes an anchor cable circular truncated expansion head and an anchor cable cylindrical fixed head, the large end of the anchor cable circular truncated expansion head is provided with an anchor cable cylindrical fixed head, and the outer diameter of the anchor cable cylindrical fixed head is less than or equal to The outer diameter of the large end of the circular truncated expansion head of the anchor cable is provided with a through hole in the middle of the circular truncated expansion head of the anchor cable, and the cylindrical fixed head of the anchor cable is a single-hole clip type or a multi-hole clip type structure.
所述锚杆圆台形胀头或锚索圆台形胀头外表面均设置有导槽或锚杆圆台形胀头或锚索圆台形胀头外表面设置为光滑表面。The outer surface of the truncated anchor rod or the truncated anchor cable is provided with a guide groove or the outer surface of the truncated anchor rod or the truncated anchor cable is set as a smooth surface.
所述搅拌器包括第一圆柱体、第二圆柱体和T型块,所述第一圆柱体一端与第二圆柱体一端固定安装,第二圆柱体另一端与T型块大端固定安装,第二圆柱体外径大于第一圆柱体外径。The agitator includes a first cylinder, a second cylinder and a T-shaped block, one end of the first cylinder is fixedly installed with one end of the second cylinder, and the other end of the second cylinder is fixedly installed with the big end of the T-shaped block, The outer diameter of the second cylinder is larger than the outer diameter of the first cylinder.
本发明的有益效果,The beneficial effects of the present invention,
1、本发明通过锚杆胀管器或锚索胀管器与套管扩径挤压、摩擦产生恒阻力,通过锚杆胀管器或锚索胀管器的相对滑移提供变形量,不仅给被支护围岩体提供一定的高支护恒阻力,使被支护围岩体始终处于三向受压应力状态,进而形成较高厚度的环形支护压力拱,而且还能通过该扩径挤压摩擦杆体或索体结构的轴向滑移,与被支护围岩体协同变形,吸收一定量的变形能量和冲击能量,最终达到恒阻力支护及让位吸能支护的效果,最大程度上保障被支护围岩体的稳定性。1. The present invention generates constant resistance through the extrusion and friction of the bolt expander or the anchor cable expander and the casing diameter expansion, and provides the amount of deformation through the relative sliding of the bolt expander or the anchor cable expander, not only Provide a certain high support constant resistance to the supported surrounding rock mass, so that the supported surrounding rock mass is always in a state of three-way compressive stress, thereby forming a high-thickness annular support pressure arch, and through the expansion The axial slip of the radially extruded friction rod body or cable body structure, and the supporting surrounding rock mass deforms cooperatively, absorbs a certain amount of deformation energy and impact energy, and finally achieves the effect of constant resistance support and energy-absorbing support. , to ensure the stability of the supported rock mass to the greatest extent.
2、本发明中套管为厚壁变径管材,有利于套管产生径向膨胀,且膨胀器为两段式结构,与杆体或索体配合更加紧密,使得结构恒阻力更加稳定,安全性更高,同时套管上设置有限位器,在锚杆胀管器或锚索胀管器达到最大位移量后限制其位移,使扩径挤压摩擦杆体或索体结构又具有普通杆体或索体的力学特性,继续发挥杆体或索体以及套管自身的力学性能,更好地保障被支护围岩体的安全,锚杆胀管器与杆体螺纹配合或锚索胀管器与索体夹片式配合,安全可靠、结构简单,便于设计加工生产和现场安装。2. In the present invention, the casing is a thick-walled variable-diameter pipe, which is beneficial to the radial expansion of the casing, and the expander is a two-stage structure, which is more closely matched with the rod body or the cable body, so that the constant resistance of the structure is more stable and safe. At the same time, a limiter is set on the casing to limit the displacement of the bolt expander or the anchor cable expander after reaching the maximum displacement, so that the expanded diameter extrusion friction rod body or cable body structure has the common rod body or cable body structure. The mechanical properties of the body, continue to exert the mechanical properties of the rod body or the cable body and the casing itself, so as to better ensure the safety of the surrounding rock mass to be supported, the bolt expander and the rod body thread fit, or the anchor cable expander and the cable body Clip-type cooperation, safe and reliable, simple structure, convenient for design, processing, production and on-site installation.
3、本发明装置可提供较大的变形量和较高恒定阻力,并且本发明装置抗冲击能力强、稳定性高。3. The device of the present invention can provide larger deformation and higher constant resistance, and the device of the present invention has strong impact resistance and high stability.
附图说明Description of drawings
图1为本发明装置外置式扩径挤压摩擦锚杆结构示意图;Fig. 1 is the structural schematic diagram of the external expansion-diameter extrusion friction anchor rod of the device of the present invention;
图2为本发明装置外置式扩径挤压摩擦锚杆结构右视图;Fig. 2 is the right side view of the structure of the external expansion-diameter extrusion friction anchor rod of the device of the present invention;
图3为本发明套管结构示意图;Fig. 3 is the structural schematic diagram of the casing of the present invention;
图4-1为本发明锚杆胀管器结构示意图;Figure 4-1 is a schematic structural diagram of the bolt expander of the present invention;
图4-2为本发明锚杆胀管器左视图;Figure 4-2 is the left side view of the bolt expander of the present invention;
图4-3为本发明锚杆胀管器A-A剖视图;Figure 4-3 is a sectional view A-A of the bolt expander of the present invention;
图5为本发明装置外置式扩径挤压摩擦锚索结构示意图;FIG. 5 is a schematic structural diagram of an external expansion-diameter squeeze friction anchor cable of the device of the present invention;
图6-1为本发明锚索胀管器结构示意图;Figure 6-1 is a schematic structural diagram of the anchor cable expander of the present invention;
图6-2为本发明锚索胀管器结构左视图;Figure 6-2 is the left side view of the structure of the anchor cable expander of the present invention;
图6-3为本发明锚索胀管器B-B剖视图;Figure 6-3 is a sectional view B-B of the anchor cable expander of the present invention;
图7为本发明装置内置式扩径挤压摩擦锚杆结构示意图;7 is a schematic structural diagram of a built-in diameter-expanding extrusion friction anchor of the device of the present invention;
图8为本发明搅拌器结构示意图;Fig. 8 is a schematic diagram of the structure of the agitator of the present invention;
图9为本发明装置内置式扩径挤压摩擦锚索结构示意图;9 is a schematic structural diagram of a built-in diameter-expanding squeeze friction anchor cable of the device of the present invention;
1-套管,2-大径区,3-扩径区,4-小径区,5-螺母,6-托盘,7-限位器,8-锚杆胀管器,9-锚索胀管器,10-杆体,11-索体,12-搅拌器,13-锚杆圆台形胀头,14-锚杆圆柱形固定头,15-一字型凹槽,16-夹片,17-导槽,18-锚索圆台形胀头,19-锚索圆柱形固定头,20-第一圆柱体,21-第二圆柱体,22-T型块,23-锚具。1-casing, 2-large diameter area, 3-expansion area, 4-small diameter area, 5-nut, 6-pallet, 7-stopper, 8-anchor rod expander, 9-anchor cable expander device, 10-rod body, 11-cable body, 12-agitator, 13-anchor rod conical expansion head, 14-anchor rod cylindrical fixed head, 15-in-line groove, 16-clamp, 17-guide Slot, 18-conical expansion head of anchor cable, 19-cylindrical fixed head of anchor cable, 20-first cylinder, 21-second cylinder, 22-T block, 23-anchor.
具体实施方式Detailed ways
下面结合附图和实施例对本发明做进一步的详细说明。The present invention will be further described in detail below with reference to the accompanying drawings and embodiments.
实施例1Example 1
如图1~图3和图4-1~图4-3所示,一种扩径挤压摩擦锚杆结构,该扩径挤压摩擦锚杆结构为外置式,包括套管1,且套管1包括大径区2、扩径区3和小径区4,所述套管1大径区2外壁螺接有螺母5,螺母5设置为高强度螺母,所述螺母5靠近套管1扩径区3一端设置有托盘6,托盘6设置为金属蝶形托盘,所述套管1小径区4远离扩径区3一端设置有限位器7,且限位器7与小径区4为一体成型结构或限位器7与小径区4螺接,限位器7与小径区4的安装方式可以根据具体的施工需求进行选择,且限位器7通孔内径大于杆体10外径,限位器7可在锚杆胀管器8达到最大滑移量后限制其位移,继续发挥杆体10与套管1自身的力学性能,所述套管1扩径区3内壁设置有锚杆胀管器8,所述锚杆胀管器8包括锚杆圆台形胀头13和锚杆圆柱形固定头14,锚杆圆柱形固定头14用于固定安装锚杆胀管器8,且不影响结构工作阻力,锚杆圆台形胀头13大端设置有锚杆圆柱形固定头14,且锚杆圆柱形固定头14外径小于等于锚杆圆台形胀头13大端外径,所述锚杆圆台形胀头13和锚杆圆柱形固定头14内孔均设置有内螺纹,且锚杆圆柱形固定头14远离锚杆圆台形胀头13一端端面设置有一字型凹槽15,所述锚杆圆台形胀头13外表面设置有导槽17或锚杆圆台形胀头13外表面设置为光滑表面,当套管1内有积水存在的情况选择带有导槽17的锚杆胀管器8,当没有积水的情况下选择外表面光滑的锚杆胀管器8,所述锚杆胀管器8内孔螺接杆体10,当杆体10受拉时,通过锚杆胀管器8的锚杆圆台形胀头13对套管1扩径挤压、摩擦产生恒阻力,通过锚杆胀管器圆台形胀头13与套管1相对滑移提供位移量。As shown in Figures 1 to 3 and Figures 4-1 to 4-3, a diameter-expanding extrusion friction bolt structure is an external type, including a
实施例2Example 2
如图5和图6-1~图6-3所示,一种扩径挤压摩擦锚索结构,该扩径挤压摩擦锚索结构为外置式,包括套管1,且套管1包括大径区2、扩径区3和小径区4,所述套管1大径区2外壁螺接有螺母5,螺母5设置为高强度螺母,所述螺母5靠近套管1扩径区3一端设置有托盘6,托盘6设置为金属蝶形托盘,所述套管1小径区4远离扩径区3一端设置有限位器7,且限位器7与小径区4为一体成型结构或限位器7与小径区4螺接,限位器7与小径区4的安装方式可以根据具体的施工需求进行选择,且限位器7通孔内径大于杆体10外径,限位器7可在锚索胀管器9达到最大滑移量后限制其位移,继续发挥杆体10与套管1自身的力学性能,所述套管1扩径区3内壁设置有锚索胀管器9,锚索胀管器9包括锚索圆台形胀头18和锚索圆柱形固定头19,锚索圆柱形固定头19用于固定安装锚索胀管器9,且不影响结构工作阻力,锚索圆台形胀头18大端设置有锚索圆柱形固定头19,且锚索圆柱形固定头19外径小于等于锚索圆台形胀头18大端外径,所述锚索圆台形胀头18中部设置有通孔,所述锚索圆柱形固定头19为单孔夹片16或多孔夹片16式结构,单孔夹片16和多孔夹片16根据具体的施工需求进行选择,所述锚索圆台形胀头18外表面设置有导槽17或锚索圆台形胀头18外表面设置为光滑表面,当套管1内有积水存在的情况选择带有导槽17的锚索胀管器9,当没有积水的情况下选择外表面光滑的锚索胀管器9,所述锚索胀管器9内孔设置有索体11,且锚索胀管器9通过夹片16与索体11固定安装。As shown in Fig. 5 and Fig. 6-1 to Fig. 6-3, an expanded diameter extrusion friction anchor cable structure, the expanded diameter extrusion friction anchor cable structure is an external type, including a
实施例3Example 3
如图7和图8所示,一种扩径挤压摩擦锚杆结构,该扩径挤压摩擦锚杆结构为内置式,包括套管1,套管1包括大径区2、扩径区3和小径区4,所述套管1小径区4远离扩径区3一端内孔设置有限位器7,且限位器7与小径区4为一体成型结构或限位器7与小径区4螺接,限位器7与小径区4的安装方式可以根据具体的施工需求进行选择,且限位器7通孔内径大于杆体10外径,限位器7可在锚杆胀管器8达到最大滑移量后限制其位移,继续发挥杆体10与套管1自身的力学性能,所述套管1大径区2设置有搅拌器12,搅拌器12包括第一圆柱体20、第二圆柱体21和T型块22,T型块22用于搅拌锚固剂,第二圆柱体21用于将搅拌器12螺接在套管1内壁上,第一圆柱体20与杆体10接触并挤压,使其能够在杆体10转动时带动整个结构转动,充分搅拌锚固剂,所述第一圆柱体20一端与第二圆柱体21一端固定安装,第二圆柱体21另一端与T型块22大端固定安装,第二圆柱体21外径大于第一圆柱体20外径,搅拌器12可以是由第一圆柱20、第二圆柱21和T型块22组成的一体成型结构,也可以由第一圆柱20、第二圆柱21和T型块22组装的结构,搅拌器12可以充分的搅拌锚固剂,并且防止异物进入套管1,所述套管1扩径区3内壁设置有锚杆胀管器8,所述锚杆胀管器8包括锚杆圆台形胀头13和锚杆圆柱形固定头14,锚杆圆柱形固定头14用于固定安装锚杆胀管器8,且不影响结构工作阻力,锚杆圆台形胀头13大端设置有锚杆圆柱形固定头14,且锚杆圆柱形固定头14外径小于等于锚杆圆台形胀头13大端外径,所述锚杆圆台形胀头13和锚杆圆柱形固定头14内孔均设置有内螺纹,且锚杆圆柱形固定头14远离锚杆圆台形胀头13一端端面设置有一字型凹槽15,所述锚杆圆台形胀头13外表面设置有导槽17或锚杆圆台形胀头13外表面设置为光滑表面,当套管1内有积水存在的情况选择带有导槽17的锚杆胀管器8,当没有积水的情况下选择外表面光滑的锚杆胀管器8,锚杆胀管器8内孔设置有杆体10,杆体10一端与搅拌器12里端紧密贴合,杆体10另一端外壁设置有托盘6和螺母5,螺母5设置为高强度螺母,托盘6设置为金属蝶形托盘,且托盘6靠近套管1一端。As shown in Figures 7 and 8, a diameter-expanding extrusion friction bolt structure is a built-in type, including a
实施例4Example 4
如图9所示,一种扩径挤压摩擦锚索结构,该扩径挤压摩擦锚索结构为内置式,包括套管1,套管1包括大径区2、扩径区3和小径区4,所述套管1小径区4远离扩径区3一端内孔设置有限位器7,且限位器7与小径区4为一体成型结构或限位器7与小径区4螺接,限位器7与小径区4的安装方式可以根据具体的施工需求进行选择,且限位器7通孔内径大于索体11外径,限位器7可在锚索胀管器9达到最大滑移量后限制其位移,继续发挥索体11与套管1自身的力学性能,所述套管1大径区2设置有搅拌器12,搅拌器12包括第一圆柱体20、第二圆柱体21和T型块22,T型块22用于搅拌锚固剂,第二圆柱体21用于将搅拌器12螺接在套管1内壁上,第一圆柱体20与索体11接触并挤压,使其能够在索体11转动时带动整个结构转动,充分搅拌锚固剂,所述第一圆柱体20一端与第二圆柱体21一端固定安装,第二圆柱体21另一端与T型块22大端固定安装,第二圆柱体21外径大于第一圆柱体20外径,搅拌器12可以是由第一圆柱20、第二圆柱21和T型块22组成的一体成型结构,也可以由第一圆柱20、第二圆柱21和T型块22组装的结构,搅拌器12可以充分的搅拌锚固剂,并且防止异物进入套管1,所述套管1扩径区3内壁设置有锚索胀管器9,锚索胀管器9包括锚索圆台形胀头18和锚索圆柱形固定头19,锚索圆柱形固定头19用于固定安装锚索胀管器9,且不影响结构工作阻力,锚索圆台形胀头18大端设置有锚索圆柱形固定头19,且锚索圆柱形固定头19外径小于等于锚索圆台形胀头18大端外径,所述锚索圆台形胀头18中部设置有通孔,所述锚索圆柱形固定头19为单孔夹片16或多孔夹片16式结构,单孔夹片16和多孔夹片16根据具体的施工需求进行选择,所述锚索圆台形胀头18外表面设置有导槽17或锚索圆台形胀头18外表面设置为光滑表面,当套管1内有积水存在的情况选择带有导槽17的锚索胀管器9,当没有积水的情况下选择外表面光滑的锚索胀管器9,锚索胀管器9内孔设置有索体11,索体11一端与搅拌器12里端紧密贴合,索体11另一端设置有锚具23和托盘6,锚具23设置为单孔夹片式锚具,根据实际需求也可设置为多孔夹片式锚具,托盘6设置为金属蝶形托盘,且托盘6靠近套管1一端。As shown in FIG. 9, an expanded diameter extrusion friction anchor cable structure is built-in type, including a
本发明的工作原理为,当杆体10或索体11受到的轴向拉力小于结构的恒阻力时,锚杆圆台形胀头13或锚索圆台形胀头18和套管1处于静止状态;当杆体10或索体11受到的轴向拉力大于结构的恒阻力时,锚杆圆台形胀头13或锚索圆台形胀头18和套管1产生相对滑动提供位移,与被支护围岩体协同变形,吸收一定量的变形能量和冲击能量,从而达到恒阻支护及让位吸能支护的效果,且当锚杆胀管器8或锚索胀管器9与限位器7接触时,限位器7将限制锚杆胀管器8或锚索胀管器9的位移,保证杆体10或索体11不会从套管1中脱落,从而继续发挥杆体10或索体11以及套管1自身的力学性能,最大程度上保障被支护围岩体的稳定性。The working principle of the present invention is that when the axial tensile force received by the
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CN111648805B (en) * | 2020-06-11 | 2021-11-09 | 新汶矿业集团有限责任公司华丰煤矿 | Resistance-increasing deformation anchor cable for deep yielding support and assembling and working method |
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