CN107130616B - Adjustable damping anchoring assembly for slope protective net - Google Patents
Adjustable damping anchoring assembly for slope protective net Download PDFInfo
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- CN107130616B CN107130616B CN201710443351.3A CN201710443351A CN107130616B CN 107130616 B CN107130616 B CN 107130616B CN 201710443351 A CN201710443351 A CN 201710443351A CN 107130616 B CN107130616 B CN 107130616B
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- 238000013016 damping Methods 0.000 title claims abstract description 50
- 230000001681 protective effect Effects 0.000 title claims abstract description 10
- 238000004873 anchoring Methods 0.000 title description 2
- 238000009434 installation Methods 0.000 claims description 8
- 239000012530 fluid Substances 0.000 claims description 3
- 238000004804 winding Methods 0.000 claims 1
- 239000007788 liquid Substances 0.000 abstract description 2
- 239000011435 rock Substances 0.000 description 8
- 230000009286 beneficial effect Effects 0.000 description 4
- 239000002184 metal Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000004901 spalling Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
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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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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
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Abstract
本发明公开了一种可调节型边坡防护网阻尼锚固组件,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限位套;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;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,结构简单,操作方便。
The invention discloses an adjustable slope protection net damping anchor assembly, which comprises 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 piston rod for assisting the reset of the piston rod. Limiting sleeve; a damping chamber with damping liquid is provided 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, and the damping piston is provided with a Rotating screw hole; when the piston rod moves outward to the maximum distance, the reset sleeve can be manually rotated so that the reset sleeve enters the inner cavity of the anchor rod along the axial direction to form a circumferential fixation, and then the handle rod is rotated to rotate the piston rod and The reset sleeve moves inward when the circumferential direction is fixed, so as to quickly drive the damping piston to move inward in the axial direction and reset, and the external thread of the outer circle of the piston rod rotates in the same direction as the screw hole, which can effectively reduce the The damping force is increased due to the small drive reset force, the structure is simple, and the operation is convenient.
Description
技术领域technical field
本发明涉及边坡治理领域,具体涉及一种可调节型边坡防护网阻尼锚固组件。The invention relates to the field of slope treatment, in particular to an adjustable damping and anchoring component of a slope protection net.
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,需要一种可调节型边坡防护网阻尼锚固组件,能够对边坡防护网提供阻尼力,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。Therefore, in order to solve the above problems, an adjustable slope protection net damping anchor assembly is needed, which can provide damping force to the slope protection net, effectively reduce the kinetic energy of falling rocks, avoid damage to the protection net and fall off of the protection net, and can be used reciprocally , simple in 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,提供可调节型边坡防护网阻尼锚固组件,能够对边坡防护网提供阻尼力,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。In view of this, the purpose of the present invention is to overcome the defects in the prior art and provide an adjustable slope protection net damping anchor assembly, which can provide damping force to the slope protection net, effectively reduce the kinetic energy of rockfall, and avoid damage to the protection net and The protective net falls off and can be used reciprocally, the structure is simple, and the use is convenient.
本发明的可调节型边坡防护网阻尼锚固组件,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限位套;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,所述限位套内圆设置有内螺纹且螺纹外套于活塞杆的外段,所述限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贯穿设置于用于连接固定防护网的通孔,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;所述限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可外套于锚杆外端外圆的变径套,所述变径套的外圆螺纹外套设置有驱动变径套变径的锁紧螺母。The adjustable slope protection net damping anchor assembly of the present invention includes a hollow anchor rod, a piston rod whose tail end is fixed to the protection net and slides axially inside the anchor rod, and a limit sleeve for assisting the reset of the piston rod A damping cavity with a 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 cavity and the inner end is fixedly provided with a damping piston, and the damping piston is provided with a helical shaft rotating around the axial direction. Holes; the outer circle of the piston rod is provided with external threads, the inner circle of the limiting sleeve is provided with internal threads and the threads are sleeved on the outer section of the piston rod, and the outer circle of the limiting sleeve can axially enter the anchor The inner cavity in the rod is formed and fixed with the inner cavity of the anchor rod in the circumferential direction, and the outer end of the piston rod is radially penetrated through the through hole for connecting the fixed protective net, and the outer part of the outer circle of the piston rod is The rotation direction of the thread is the same as the rotation direction of the screw hole; the outer end of the limiting sleeve forms a flanging radially outward, and the inner end surface of the flanging is fixedly provided with a variable sleeve that can be sleeved on the outer circle of the outer end of the anchor rod. A diameter sleeve, the outer circular thread of the diameter reduction sleeve is provided with a lock nut for driving the diameter reduction sleeve.
进一步,所述变径套沿轴向设置有条形缝,所述变径套的外圆和所述锁紧螺母的内圆为相互配合的锥面并分别设置有外螺纹和内螺纹。Further, the diameter reducing sleeve is provided with strip-shaped slots along the axial direction, and the outer circle of the diameter reducing sleeve and the inner circle of the locking nut are conical surfaces that cooperate with each other and are respectively provided with external threads and internal threads.
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还是条形安装槽,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往复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 extends axially and seals out of the damping chamber to form an extension section, the side wall of the inner section of the anchor rod is also 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 reciprocates 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 detachment 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:本发明公开的一种可调节型边坡防护网阻尼锚固组件,通过活塞杆与锚杆阻尼配合,当边坡落石向下作用于防护网时,由于阻尼锚杆组件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,结构简单,操作方便。The beneficial effects of the present invention are: an adjustable damping anchor component of the slope protection net disclosed in the present invention, through the damping cooperation between the piston rod and the anchor rod, when the rockfall of the slope acts downward on the protection net, due to the damping anchor component Apply an upward damping force to the protective net to 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 use; when the piston rod moves outward to the maximum distance, it can be manually rotated and reset The reset sleeve enters the inner cavity of the anchor rod along the axial direction to form a circumferential fixation, and then rotates the handle rod to rotate the piston rod and move inward under the condition that the reset sleeve is fixed in the circumferential direction, so as to quickly drive the damping piston along the axial direction. Move inward 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 driving reset force and increase the damping force. 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,本实施例中的可调节型边坡防护网阻尼锚固组件;包括中空的锚杆1、尾端与防护网2固定并沿轴向滑动内套于锚杆1的活塞杆3和用于辅助活塞杆3复位的限位套4;复位表示活塞杆3的内端位于锚杆1内端时的位置,活塞杆3的内端表示靠经锚杆1前端(即锚杆1内端)的一端,反之为外端;所述锚杆1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,所述限位套4内圆设置有内螺纹且螺纹外套于活塞杆3的外段,所述限位套4的外圆可轴向进入锚杆1中的内腔8并与锚杆1内腔沿周向形成固定,所述限位套4的外圆横截面可为矩形或腰孔型,锚杆1内腔外端口为适形配合于限位套4的外圆的形状,保证限位套4与锚杆1沿轴向滑动而周向固定配合;所述活塞杆3的外端沿径向贯穿设置于用于连接固定防护网2的通孔9,还可包括可穿入通孔9的驱动杆,所述驱动杆一端半径小于通孔半径,另一端半径大于通孔半径,利于保证驱动杆可插入通孔内并胀紧固定,避免脱落,所述活塞杆3外段外圆的外螺纹旋转方向与所述螺旋孔7旋转方向相同;所述限位套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可外套于锚杆1外端外圆的变径套11,所述变径套11的外圆螺纹外套设置有驱动变径套11变径的锁紧螺母12;所述变径套11的内端悬空,所述变径套11的结构为现有技术中能实现本发明目的的所有变径结构,在此不再赘述;所述锚杆1以外端向下倾斜设置,当防护网2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,可手动旋转限位套4,使限位套4沿轴向进入锚杆1内腔形成周向固定,然后旋转手把杆,使活塞杆3旋转并在限位套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;通过可被锁止的变径套11结构将限位套4固定于锚杆1外圆,固定力可根据实际情况可调,保证活塞杆3的固定力适中,并且结构简单,操作方便。Fig. 1 is a schematic structural view of the present invention, as shown in the figure, the adjustable slope protection net damping anchor assembly in this embodiment; includes a
本实施例中,所述变径套11沿轴向设置有条形缝,所述变径套11的外圆和所述锁紧螺母12的内圆为相互配合的锥面并分别设置有外螺纹和内螺纹;通过变径套11和锁紧螺母12采用锥面配合,利于变径套11的半径连续可调且固定稳定,所述变径套11和锁紧螺母12采用锥面配合并螺纹驱动结构属于现有结构,在此不再赘述。In this embodiment, the diameter reducing sleeve 11 is provided with strip slits along the axial direction, and the outer circle of the diameter reducing sleeve 11 and the inner circle of the
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1的内段的侧壁还是条形安装槽14,所述条形安装槽14内转动安装有摇臂,所述延伸段13的内端固定形成沿轴向往复运动并驱动摇臂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1自紧,避免防护网2脱落。In this embodiment, the inner end of the
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17,当转动杆平行于锚杆1时,所述直角三角形凸起17部分位于锚杆1的内腔内;直角三角形凸起17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17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
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.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201710443351.3A CN107130616B (en) | 2017-06-13 | 2017-06-13 | Adjustable damping anchoring assembly for slope protective net |
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| CN201710443351.3A CN107130616B (en) | 2017-06-13 | 2017-06-13 | Adjustable damping anchoring assembly for slope protective net |
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| CN109440765A (en) * | 2018-11-06 | 2019-03-08 | 佛山科学技术学院 | A kind of unidirectional strenthening member |
| CN109853541B (en) * | 2019-01-09 | 2020-11-20 | 安徽金联地矿科技有限公司 | Anchoring device for preventing landslide geological disasters |
| CN113323702A (en) * | 2021-06-17 | 2021-08-31 | 文山麻栗坡紫金钨业集团有限公司 | Transmission expansion type anchor rod and installation method thereof |
| CN114991174A (en) * | 2022-04-22 | 2022-09-02 | 成都理工大学 | Soil keeps uses side slope nursing device |
| CN115012433B (en) * | 2022-08-05 | 2022-10-14 | 应急管理部国家自然灾害防治研究院 | Supporting frame for preventing tunnel landslide caused tunnel collapse due to excavation of tunnel in side slope |
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| CN202866840U (en) * | 2012-09-05 | 2013-04-10 | 淮南市顺辉锚固有限公司 | Full-thread glass fiber composite hollow grouting anchor rod |
| CN104818723A (en) * | 2015-05-07 | 2015-08-05 | 重庆交通大学 | Anti-sliding pile for slope support |
| CA2885071A1 (en) * | 2014-03-17 | 2015-09-17 | Pcm Technologies | Rotation lock torque anchor for a well production column, pump and rotation lock system, and pumping facility equipped with such a torque anchor |
| CN105442466A (en) * | 2016-01-25 | 2016-03-30 | 重庆工商职业学院 | Slope falling rock buffering damping mesh |
| CN206784378U (en) * | 2017-06-13 | 2017-12-22 | 重庆科技学院 | damping anchoring assembly for side slope protection |
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| CN202866840U (en) * | 2012-09-05 | 2013-04-10 | 淮南市顺辉锚固有限公司 | Full-thread glass fiber composite hollow grouting anchor rod |
| CA2885071A1 (en) * | 2014-03-17 | 2015-09-17 | Pcm Technologies | Rotation lock torque anchor for a well production column, pump and rotation lock system, and pumping facility equipped with such a torque anchor |
| CN104818723A (en) * | 2015-05-07 | 2015-08-05 | 重庆交通大学 | Anti-sliding pile for slope support |
| CN105442466A (en) * | 2016-01-25 | 2016-03-30 | 重庆工商职业学院 | Slope falling rock buffering damping mesh |
| CN206784378U (en) * | 2017-06-13 | 2017-12-22 | 重庆科技学院 | damping anchoring assembly for side slope protection |
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