CN107059896A - Massif side slope protection damping unit - Google Patents

Massif side slope protection damping unit Download PDF

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Publication number
CN107059896A
CN107059896A CN201710444457.5A CN201710444457A CN107059896A CN 107059896 A CN107059896 A CN 107059896A CN 201710444457 A CN201710444457 A CN 201710444457A CN 107059896 A CN107059896 A CN 107059896A
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damping
anchor rod
rod
piston
protective net
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CN107059896B (en
Inventor
王子健
胡景鹏
张凯钧
武黎明
高荣
潘颖
赵春花
罗玲
李晓蕾
王思长
董秀坤
卓静
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Chongqing University of Science and Technology
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Chongqing University of Science and Technology
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • E02D17/202Securing of slopes or inclines with flexible securing means
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/76Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/14Geometrical or physical properties resilient or elastic
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/23Dune restoration or creation; Cliff stabilisation

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Abstract

The invention discloses a kind of massif side slope protection damping unit, including protection network and for protection network to be fixed on to the damping anchor rod component of side slope, the damping anchor rod component, which is used to applying upward damping force to protection network when protection network is moved downward, avoids protection network from coming off;By setting damping anchor rod component, when Falling Rocks act on protection network downwards, because damping anchor rod component is to applying upward damping force to protection network, effectively cut down the kinetic energy of falling rocks, it is to avoid tamper protection net and protection network come off, and reciprocally use, it is simple in construction, it is easy to use;After piston rod moves outwardly to ultimate range, can manual rotation reseting sleeve, reseting sleeve is entered axially into anchor pole inner chamber and form circumferentially fixed, then rotary handle bar, piston rod is rotated and is inwardly moved in the case where reseting sleeve is circumferentially fixed, realize that fast driving damping piston is moved and resetted axially inward.

Description

山体边坡防护阻尼装置Mountain slope protection and damping device

技术领域technical field

本发明涉及边坡治理领域,具体涉及一种山体边坡防护阻尼装置。The invention relates to the field of slope management, in particular to a protective damping device for mountain slopes.

背景技术Background technique

随着众多大型建设项目的兴起与推进,全国各地的人造边坡越来越普遍,比如三峡大坝等,边坡落石治理也日趋突出与迫切。针对边坡落石治理,当前主要有两种方法,一是边坡主动防护系统,其将以钢丝绳网为主的各类柔性网覆盖包裹在所需防护边坡表面,以限制坡面岩体的风化剥落及崩塌,或将落石控制在小范围内运动。这种方法实施时需要柔性网覆盖整个坡面,耗材量大,同时落石易积累且清理不便,久之将给整个防护系统带来较大荷载,当荷载大于系统承力极限时,整个支护网便会脱落。另一种则为边坡被动防护系统,其由高强度金属格栅网、环形金属网、拉锚绳、钢柱、钢柱基座等构成防护区域的面屏障,将边坡落石拦截在支护网的底脚处。该方法虽减少了耗材量,但边坡翻滚的落石易冲破高强度金属格栅网与环形金属网。With the rise and advancement of many large-scale construction projects, man-made slopes are becoming more and more common all over the country, such as the Three Gorges Dam, etc., and the treatment of rockfall on slopes has become increasingly prominent and urgent. There are currently two main methods for slope rockfall control. One is the active slope protection system, which covers and wraps various types of flexible nets, mainly steel wire rope nets, on the surface of the slope to be protected to limit the rock mass on the slope. Weathering, spalling and collapse, or controlling the movement of falling rocks within a small range. When this method is implemented, the flexible net needs to cover the entire slope, and the amount of consumables is large. At the same time, falling rocks are easy to accumulate and inconvenient to clean. Over time, it will bring a large load to the entire protection system. When the load is greater than the system’s bearing limit, the entire support net will fall off. The other is the slope passive protection system, which consists of high-strength metal grids, ring metal meshes, anchor ropes, steel columns, steel column bases, etc. At the bottom of the net. Although this method reduces the amount of consumables, the falling rocks of the rolling slope can easily break through the high-strength metal grid mesh and ring metal mesh.

因此,为解决以上问题,需要一种山体边坡防护阻尼装置,能够有效消减落石的动能,避免破坏防护网和防护网脱落,并且可往复使用,结构简单,使用方便。Therefore, in order to solve the above problems, there is a need for a mountain slope protection and damping device, which can effectively reduce the kinetic energy of falling rocks, avoid damage to the protective net and fall off of the protective net, and can be used reciprocally, with a simple structure and easy to use.

发明内容Contents of the invention

有鉴于此,本发明的目的是克服现有技术中的缺陷,提供山体边坡防护阻尼装置,能够有效消减落石的动能,避免破坏防护网和防护网脱落,并且可往复使用,结构简单,使用方便。In view of this, the purpose of the present invention is to overcome the defects in the prior art and provide a protective damping device for mountain slopes, which can effectively reduce the kinetic energy of falling rocks, avoid damage to the protective net and fall off of the protective net, and can be used reciprocally, with a simple structure and easy to use. Convenience.

本发明的山体边坡防护阻尼装置,包括防护网和用于将防护网固定于边坡的阻尼锚杆组件,所述阻尼锚杆组件用于当防护网受向下运动时对防护网施加向上的阻尼力避免防护网脱落。The mountain side slope protection damping device of the present invention includes a protective net and a damping anchor assembly for fixing the protective net to the slope, and the damping anchor assembly is used to exert an upward force on the protective net when the protective net is moved downward. The damping force prevents the protective net from falling off.

进一步,所述阻尼锚杆组件包括中空的锚杆、尾端与防护网固定并沿轴向滑动内套于锚杆的活塞杆和用于辅助活塞杆复位的复位套;所述锚杆中间设置有带有阻尼液的阻尼腔,所述活塞杆的内端密封穿入阻尼腔且内端部固定设置有阻尼活塞,所述阻尼活塞设置有绕轴向旋转的螺旋孔;所述活塞杆的外段外圆设置有外螺纹,所述复位套内圆设置有内螺纹并螺纹外套于活塞杆的外段,所述复位套的外圆可轴向进入锚杆中的内腔并与锚杆内腔沿周向形成固定,所述活塞杆的外端沿径向固定设置有手把杆,所述活塞杆外段外圆的外螺纹旋转方向与所述螺旋孔旋转方向相同;所述复位套的外端沿径向向外形成翻边,所述翻边的内端面固定设置有卡舌,所述锚杆外端外圆固定设置有与所述卡舌配合的卡凸。Further, the damping anchor rod assembly includes a hollow anchor rod, a piston rod whose tail end is fixed to the protective net and slides axially inside the anchor rod, and a reset sleeve for assisting the reset of the piston rod; There is a damping chamber with damping fluid, the inner end of the piston rod seals and penetrates into the damping chamber and the inner end is fixedly provided with a damping piston, and the damping piston is provided with a screw hole that rotates around the axial direction; the piston rod The outer circle of the outer section is provided with external threads, and the inner circle of the reset sleeve is provided with internal threads and is threaded on the outer section of the piston rod. The outer circle of the reset sleeve can axially enter the inner cavity of the anchor rod and connect with the anchor rod. The inner cavity is formed and fixed along the circumferential direction, and the outer end of the piston rod is fixedly provided with a handle rod along the radial direction, and the rotation direction of the external thread of the outer circle of the piston rod is the same as that of the screw hole; the reset The outer end of the sleeve forms a flanging radially outward, the inner end surface of the flanging is fixedly provided with a tab, and the outer circle of the outer end of the anchor rod is fixedly provided with a tab cooperating with the tab.

进一步,所述卡凸为绕锚杆外圆圆周方向设置的环形卡凸,所述卡舌为三个并圆周方向均匀固定于翻边的内端面;所述环形卡凸的端面为半圆形。Further, the said snapping protrusion is an annular snapping protrusion arranged around the outer circumference of the anchor rod, said snap tongues are three and uniformly fixed on the inner end face of the flange in the circumferential direction; the end face of said annular snapping protrusion is semicircular .

进一步,所述活塞杆内端沿轴向延伸密封穿出阻尼腔形成延伸段,所述锚杆的内段的侧壁设置有条形安装槽,所述条形安装槽内转动安装有摇臂,所述延伸段的内端固定形成沿轴向向外运动并驱动摇臂内端沿径向向内转动而摇臂外端沿径向向外转动形成倒刺防脱结构的驱动块。Further, the inner end of the piston rod is axially extended and sealed to pass through the damping chamber to form an extension section, and the side wall of the inner section of the anchor rod is provided with a strip-shaped installation groove, and a rocker arm is rotatably installed in the strip-shaped installation groove , the inner end of the extension section is fixed to form a drive block that moves outward in the axial direction and drives the inner end of the rocker arm to rotate radially inward and the outer end of the rocker arm to rotate radially outward to form a barb fall-off prevention structure.

进一步,所述摇臂为中间铰接于条形安装槽侧壁的转动杆,转动杆的内端外圆沿径向凸起形成与驱动块配合的直角三角形凸起,当转动杆平行于锚杆时,所述直角三角形凸起部分位于锚杆的内腔内。Further, the rocker arm is a rotating rod hinged in the middle to the side wall of the bar-shaped installation groove. The outer circle of the inner end of the rotating rod protrudes radially to form a right-angled triangle protrusion matched with the driving block. When the rotating rod is parallel to the anchor rod , the right-angled triangular raised part is located in the inner cavity of the anchor rod.

本发明的有益效果是:本发明公开的一种山体边坡防护阻尼装置,通过设置阻尼锚杆组件,当边坡落石向下作用于防护网时,由于阻尼锚杆组件对对防护网施加向上的阻尼力,有效消减落石的动能,避免破坏防护网和防护网脱落,并且可往复使用,结构简单,使用方便;当活塞杆向外运动到最大距离后,可手动旋转复位套,使复位套沿轴向进入锚杆内腔形成周向固定,然后旋转手把杆,使活塞杆旋转并在复位套周向固定的情况下向内运动,实现快速驱动阻尼活塞沿轴向向内运动并复位,而活塞杆外段外圆的外螺纹旋转方向与所述螺旋孔旋转方向相同,能够有效减小驱动复位力而提高阻尼力,通过卡舌和卡凸的设置,利于保证在无落石的情况下活塞杆不会像下运动,保证有落石时发生有效阻尼;结构简单,操作方便。The beneficial effect of the present invention is: a kind of mountain side slope protection damping device disclosed by the present invention, by setting the damping anchor assembly, when the rockfall of the slope acts downward on the protective net, due to the upward force exerted on the protective net by the damping anchor assembly The damping force can effectively reduce the kinetic energy of falling rocks, avoiding damage to the protective net and falling off of the protective net, and can be used reciprocally, with a simple structure and easy use; when the piston rod moves outward to the maximum distance, the reset sleeve can be manually rotated to make the reset sleeve Enter the inner cavity of the anchor rod in the axial direction to form a circumferential fixation, and then rotate the handle rod to make the piston rod rotate and move inward under the condition that the reset sleeve is fixed in the circumferential direction, so as to quickly drive the damping piston to move inward in the axial direction and reset , and the rotation direction of the external thread of the outer circle of the piston rod is the same as the rotation direction of the screw hole, which can effectively reduce the drive reset force and increase the damping force. The lower piston rod does not move like the lower one, ensuring effective damping when there is falling rock; the structure is simple and the operation is convenient.

附图说明Description of drawings

下面结合附图和实施例对本发明作进一步描述:The present invention will be further described below in conjunction with accompanying drawing and embodiment:

图1为本发明的结构示意图。Fig. 1 is a structural schematic diagram of the present invention.

具体实施方式detailed description

图1为本发明的结构示意图,如图所示,本实施例中的山体边坡防护阻尼装置;包括防护网1和用于将防护网1固定于边坡的阻尼锚杆组件,所述阻尼锚杆组件用于当防护网1受向下运动时对防护网1施加向上的阻尼力避免防护网1脱落;通过设置阻尼锚杆组件,当边坡落石向下作用于防护网1时,由于阻尼锚杆组件对对防护网1施加向上的阻尼力,有效消减落石的动能,避免破坏防护网1和防护网1脱落,并且可往复使用,结构简单,使用方便。Fig. 1 is a schematic structural view of the present invention, as shown in the figure, the mountain slope protection damping device in the present embodiment; comprises protective net 1 and is used for the damping bolt assembly that protective net 1 is fixed on the slope, and described damping The anchor rod assembly is used to apply an upward damping force to the protective net 1 when the protective net 1 is moved downward to prevent the protective net 1 from falling off; The damping bolt assembly exerts an upward damping force on the protective net 1, effectively reducing the kinetic energy of falling rocks, avoiding damage to the protective net 1 and falling off of the protective net 1, and can be used reciprocally, with a simple structure and convenient use.

本实施例中,所述阻尼锚杆组件包括中空的锚杆2、尾端与防护网1固定并沿轴向滑动内套于锚杆2的活塞杆3和用于辅助活塞杆3复位的复位套4;复位表示活塞杆3的内端位于锚杆2内端时的位置,活塞杆3的内端表示靠经锚杆2前端(即锚杆2内端)的一端,反之为外端;所述锚杆2中间设置有带有阻尼液的阻尼腔5,所述活塞杆3的内端密封穿入阻尼腔5且内端部固定设置有阻尼活塞6,所述阻尼活塞6设置有绕轴向旋转的螺旋孔7;通过设置螺旋孔7,利于提高阻尼活塞6的有效阻尼行程,进而提高阻尼力,所述活塞杆3的外段外圆设置有外螺纹8,所述复位套4内圆设置有内螺纹并螺纹外套于活塞杆3的外段,所述复位套4的外圆可轴向进入锚杆2中的内腔8并与锚杆内腔8沿周向形成固定,所述复位套4的外圆横截面可为矩形或腰孔型,锚杆2内腔外端口为适形配合于复位套4的外圆的形状,保证复位套4与锚杆2沿轴向滑动而周向固定配合;所述活塞杆3的外端沿径向固定设置有手把杆9,所述活塞杆3外段外圆的外螺纹8旋转方向与所述螺旋孔7旋转方向相同;所述复位套4的外端沿径向向外形成翻边10,所述翻边10的内端面固定设置有卡舌11,所述锚杆2外端外圆固定设置有与所述卡舌11配合的卡凸12;所述卡凸为绕锚杆外圆圆周方向设置的环形卡凸,所述卡舌为三个并圆周方向均匀固定于翻边的内端面;所述环形卡凸的端面为半圆形;所述阻尼锚杆2组件以外端向下倾斜设置,当防护网1向下拖动活塞杆3,活塞杆3内端的阻尼活塞6通过螺旋孔7与阻尼液发生阻尼运动,有效消减落石的动能,当活塞杆3向外运动到最大距离后,可手动旋转复位套4,使复位套4沿轴向进入锚杆2内腔形成周向固定,然后旋转手把杆9,使活塞杆3旋转并在复位套4周向固定的情况下向内运动,实现快速驱动阻尼活塞6沿轴向向内运动并复位,而活塞杆3外段外圆的外螺纹8旋转方向与所述螺旋孔7旋转方向相同,能够有效减小驱动复位力而提高阻尼力,通过卡舌11和卡凸的设置,利于保证在无落石的情况下活塞杆3不会像下运动,保证有落石时发生有效阻尼;结构简单,操作方便。In this embodiment, the damping anchor rod assembly includes a hollow anchor rod 2, a piston rod 3 whose tail end is fixed to the protective net 1 and slides axially inside the anchor rod 2, and a reset device for assisting the reset of the piston rod 3. Cover 4; reset means that the inner end of the piston rod 3 is positioned at the position when the inner end of the anchor rod 2, and the inner end of the piston rod 3 represents an end by the front end of the anchor rod 2 (ie, the inner end of the anchor rod 2), otherwise it is the outer end; A damping chamber 5 with damping liquid is arranged in the middle of the anchor rod 2, the inner end of the piston rod 3 is sealed and penetrates into the damping chamber 5 and the inner end is fixedly provided with a damping piston 6, and the damping piston 6 is provided with a winding Axially rotating screw hole 7; by setting the screw hole 7, it is beneficial to improve the effective damping stroke of the damping piston 6, thereby improving the damping force. The outer circle of the piston rod 3 is provided with an external thread 8, and the reset sleeve 4 The inner circle is provided with an internal thread and is threaded on the outer section of the piston rod 3. The outer circle of the reset sleeve 4 can axially enter the inner cavity 8 of the anchor rod 2 and be fixed with the inner cavity 8 of the anchor rod along the circumferential direction. The outer circular cross-section of the reset sleeve 4 can be rectangular or waist-shaped, and the outer port of the inner cavity of the anchor rod 2 is a shape that conforms to the outer circle of the reset sleeve 4 to ensure that the reset sleeve 4 and the anchor rod 2 are aligned in the axial direction. Sliding and fixed fit in the circumferential direction; the outer end of the piston rod 3 is fixedly provided with a handle rod 9 along the radial direction, and the rotation direction of the external thread 8 on the outer circle of the outer section of the piston rod 3 is the same as that of the screw hole 7 ; The outer end of the reset sleeve 4 forms a flanging 10 radially outward, the inner end surface of the flanging 10 is fixedly provided with a tab 11, and the outer circle of the outer end of the anchor rod 2 is fixedly provided with Tongue 11 cooperates with the protrusion 12; the protrusion is an annular protrusion arranged around the outer circumferential direction of the anchor rod, and the tongues are three and uniformly fixed on the inner end surface of the flange in the circumferential direction; the annular protrusion is The end surface of the piston rod 3 is semi-circular; the outer end of the damping anchor rod 2 assembly is inclined downward, when the protective net 1 drags the piston rod 3 downward, the damping piston 6 at the inner end of the piston rod 3 passes through the screw hole 7 and the damping liquid produces damping movement to effectively reduce the kinetic energy of rockfall. When the piston rod 3 moves outward to the maximum distance, the reset sleeve 4 can be manually rotated so that the reset sleeve 4 enters the inner cavity of the anchor rod 2 along the axial direction to form a circumferential fixation, and then rotate the handle rod 9. Make the piston rod 3 rotate and move inward when the reset sleeve 4 is fixed in the circumferential direction, so as to quickly drive the damping piston 6 to move inward in the axial direction and reset, while the external thread 8 of the outer circle of the outer section of the piston rod 3 rotates The direction is the same as the rotation direction of the screw hole 7, which can effectively reduce the driving reset force and increase the damping force. Through the setting of the tongue 11 and the protrusion, it is beneficial to ensure that the piston rod 3 will not move downward when there is no falling rock. It ensures effective damping when there is rockfall; the structure is simple and the operation is convenient.

本实施例中,所述活塞杆3内端沿轴向延伸密封穿出阻尼腔5形成延伸段13,所述锚杆2的内段的侧壁设置有条形安装槽14,所述条形安装槽14内转动安装有摇臂15,所述延伸段13的内端固定形成沿轴向向外运动并驱动摇臂15内端沿径向向内转动而摇臂15外端沿径向向外转动形成倒刺防脱结构的驱动块16;所述摇臂15沿轴向的位置位于当阻尼活塞6位于阻尼腔5外端时驱动块16作用于摇臂15,当落石的动能过大时,可通过驱动块16驱动摇臂15形成倒刺防脱结构实现锚杆2自紧,避免防护网1脱落。In this embodiment, the inner end of the piston rod 3 extends axially and seals out of the damping chamber 5 to form an extension section 13. The side wall of the inner section of the anchor rod 2 is provided with a strip-shaped installation groove 14, and the strip-shaped A rocker arm 15 is installed to rotate in the installation groove 14. The inner end of the extension section 13 is fixed to move outward in the axial direction and drives the inner end of the rocker arm 15 to rotate radially inward while the outer end of the rocker arm 15 moves radially inward. The drive block 16 that rotates outward to form a barb anti-off structure; the position of the rocker arm 15 in the axial direction is located when the damping piston 6 is located at the outer end of the damping chamber 5, and the drive block 16 acts on the rocker arm 15. When the kinetic energy of falling rocks is too large At this time, the rocker arm 15 can be driven by the driving block 16 to form a barb anti-off structure to realize the self-tightening of the anchor rod 2 and prevent the protective net 1 from falling off.

本实施例中,所述摇臂15为中间铰接于条形安装槽14侧壁的转动杆,转动杆的内端外圆沿径向凸起形成与驱动块16配合的直角三角形凸起14a,当转动杆平行于锚杆2时,所述直角三角形凸起14a部分位于锚杆2的内腔内;直角三角形凸起14a的斜边侧面与驱动块16沿轴向正对,当然,所述驱动块16面向直角三角形凸起14a的一面可为弧面,利于驱动块16驱动转动杆转动顺畅,避免出现卡止。In this embodiment, the rocker arm 15 is a rotating rod hinged in the middle on the side wall of the bar-shaped installation groove 14, and the outer circle of the inner end of the rotating rod protrudes radially to form a right-angled triangular protrusion 14a that cooperates with the driving block 16. When the rotating rod is parallel to the anchor rod 2, the right-angled triangular protrusion 14a is partly located in the inner chamber of the anchor rod 2; the hypotenuse side of the right-angled triangular protrusion 14a is axially opposite to the drive block 16, of course, the The side of the driving block 16 facing the right triangle protrusion 14a can be an arc surface, which is beneficial for the driving block 16 to drive the rotating rod to rotate smoothly and avoid locking.

最后说明的是,以上实施例仅用以说明本发明的技术方案而非限制,尽管参照较佳实施例对本发明进行了详细说明,本领域的普通技术人员应当理解,可以对本发明的技术方案进行修改或者等同替换,而不脱离本发明技术方案的宗旨和范围,其均应涵盖在本发明的权利要求范围当中。Finally, it is noted that the above embodiments are only used to illustrate the technical solutions of the present invention without limitation. Although the present invention has been described in detail with reference to the preferred embodiments, those of ordinary skill in the art should understand that the technical solutions of the present invention can be carried out Modifications or equivalent replacements without departing from the spirit and scope of the technical solution of the present invention shall be covered by the claims of the present invention.

Claims (5)

1.一种山体边坡防护阻尼装置,其特征在于:包括防护网和用于将防护网固定于边坡的阻尼锚杆组件,所述阻尼锚杆组件用于当防护网受向下运动时对防护网施加向上的阻尼力避免防护网脱落。1. A kind of mountain side slope protection damping device, it is characterized in that: comprise protective net and be used for the damping anchor rod assembly that protective net is fixed on slope, described damping anchor rod assembly is used for when protective net is subjected to downward movement Apply an upward damping force to the protective net to prevent the protective net from falling off. 2.根据权利要求1所述的山体边坡防护阻尼装置,其特征在于:所述阻尼锚杆组件包括中空的锚杆、尾端与防护网固定并沿轴向滑动内套于锚杆的活塞杆和用于辅助活塞杆复位的复位套;所述锚杆中间设置有带有阻尼液的阻尼腔,所述活塞杆的内端密封穿入阻尼腔且内端部固定设置有阻尼活塞,所述阻尼活塞设置有绕轴向旋转的螺旋孔;所述活塞杆的外段外圆设置有外螺纹,所述复位套内圆设置有内螺纹并螺纹外套于活塞杆的外段,所述复位套的外圆可轴向进入锚杆中的内腔并与锚杆内腔沿周向形成固定,所述活塞杆的外端沿径向固定设置有手把杆,所述活塞杆外段外圆的外螺纹旋转方向与所述螺旋孔旋转方向相同;所述复位套的外端沿径向向外形成翻边,所述翻边的内端面固定设置有卡舌,所述锚杆外端外圆固定设置有与所述卡舌配合的卡凸。2. The mountain slope protection damping device according to claim 1, characterized in that: the damping anchor rod assembly includes a hollow anchor rod, the tail end of which is fixed to the protective net and slides axially inside a piston sleeved on the anchor rod Rod and a reset sleeve for assisting the reset of the piston rod; a damping chamber with damping liquid is arranged in the middle of the anchor rod, the inner end of the piston rod is sealed and penetrates into the damping chamber and the inner end is fixedly provided with a damping piston, so The damping piston is provided with a screw hole that rotates around the axial direction; the outer circle of the piston rod is provided with external threads, and the inner circle of the reset sleeve is provided with internal threads and the threads are sleeved on the outer section of the piston rod. The outer circle of the sleeve can axially enter the inner cavity of the anchor rod and be fixed with the inner cavity of the anchor rod along the circumferential direction. The outer end of the piston rod is fixed with a handle rod along the radial direction. The rotation direction of the circular external thread is the same as the rotation direction of the screw hole; the outer end of the reset sleeve forms a flanging radially outward, and the inner end surface of the flanging is fixedly provided with a tongue, and the outer end of the anchor rod The outer circle is fixedly provided with a locking protrusion that cooperates with the locking tongue. 3.根据权利要求1所述的山体边坡防护阻尼装置,其特征在于:所述卡凸为绕锚杆外圆圆周方向设置的环形卡凸,所述卡舌为三个并圆周方向均匀固定于翻边的内端面;所述环形卡凸的端面为半圆形。3. The protection and damping device for mountain slopes according to claim 1, characterized in that: the locking protrusion is an annular locking protrusion arranged around the outer circumference of the anchor rod, and the three tongues are uniformly fixed in the circumferential direction on the inner end surface of the flanging; the end surface of the annular locking protrusion is semicircular. 4.根据权利要求2所述的山体边坡防护阻尼装置,其特征在于:所述活塞杆内端沿轴向延伸密封穿出阻尼腔形成延伸段,所述锚杆的内段的侧壁设置有条形安装槽,所述条形安装槽内转动安装有摇臂,所述延伸段的内端固定形成沿轴向向外运动并驱动摇臂内端沿径向向内转动而摇臂外端沿径向向外转动形成倒刺防脱结构的驱动块。4. The damping device for mountain slope protection according to claim 2, characterized in that: the inner end of the piston rod is axially extended and sealed to pass through the damping chamber to form an extension section, and the side wall of the inner section of the anchor rod is set There is a strip-shaped installation groove, and a rocker arm is installed in rotation in the strip-shaped installation groove. The inner end of the extension section is fixed to move outward in the axial direction and drives the inner end of the rocker arm to rotate inward in the radial direction while the outer end of the rocker arm The end rotates radially outward to form a driving block with a barb anti-off structure. 5.根据权利要求4所述的山体边坡防护阻尼装置,其特征在于:所述摇臂为中间铰接于条形安装槽侧壁的转动杆,转动杆的内端外圆沿径向凸起形成与驱动块配合的直角三角形凸起,当转动杆平行于锚杆时,所述直角三角形凸起部分位于锚杆的内腔内。5. The mountain slope protection and damping device according to claim 4, characterized in that: the rocker arm is a rotating rod hinged in the middle to the side wall of the bar-shaped installation groove, and the outer circle of the inner end of the rotating rod protrudes radially A right-angled triangular protrusion matched with the driving block is formed, and when the rotating rod is parallel to the anchor rod, the part of the right-angled triangular protrusion is located in the inner cavity of the anchor rod.
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Publication number Priority date Publication date Assignee Title
CN108560547A (en) * 2018-06-15 2018-09-21 沙洲职业工学院 A kind of mine slope protection network anchor pole
CN111188343A (en) * 2020-01-11 2020-05-22 湖南城市学院 Supporting and protective structure for building foundation
CN116556370A (en) * 2023-06-30 2023-08-08 中交二公局第一工程有限公司 A support device for anchor bolts in deep foundation pit

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CN205329700U (en) * 2016-01-25 2016-06-22 重庆工商职业学院 Damping formula side slope support system
CN206916756U (en) * 2017-06-13 2018-01-23 重庆科技学院 Damp type landslide protector

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Publication number Priority date Publication date Assignee Title
JPH04353123A (en) * 1991-05-31 1992-12-08 Maeda Corp Banking method for slope
CN201412473Y (en) * 2009-05-13 2010-02-24 东南大学 High output quick response damper
CN102587396A (en) * 2012-04-06 2012-07-18 长沙理工大学 Side slope anti-seismic flexible passive protective net system
CN205329700U (en) * 2016-01-25 2016-06-22 重庆工商职业学院 Damping formula side slope support system
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108560547A (en) * 2018-06-15 2018-09-21 沙洲职业工学院 A kind of mine slope protection network anchor pole
CN111188343A (en) * 2020-01-11 2020-05-22 湖南城市学院 Supporting and protective structure for building foundation
CN116556370A (en) * 2023-06-30 2023-08-08 中交二公局第一工程有限公司 A support device for anchor bolts in deep foundation pit

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