CN107829771A - A kind of adaptability extended type anchor pole - Google Patents
A kind of adaptability extended type anchor pole Download PDFInfo
- Publication number
- CN107829771A CN107829771A CN201711262225.4A CN201711262225A CN107829771A CN 107829771 A CN107829771 A CN 107829771A CN 201711262225 A CN201711262225 A CN 201711262225A CN 107829771 A CN107829771 A CN 107829771A
- Authority
- CN
- China
- Prior art keywords
- outer tube
- adaptability
- sections
- adjacent
- interface
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- 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
- E21D21/0046—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts formed by a plurality of elements arranged longitudinally
Landscapes
- 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
本发明提供一种适应性加长型锚杆,包括外管,外管为分段式结构,相邻两段外管相对接,且相邻两段外管的接口处内置有加长杆,加长杆两端侧壁的外侧设置有弹性限位凸起,所述接口处的相邻两段外管上还对应开设有凸起限位孔。以解决现有锚杆长度均为固定长度,无法根据使用情况自由改变长度,容易造成破碎区半径超出锚杆长度,而导致支护效果骤减的问题。本发明属于工程施工技术领域。
The invention provides an adaptive elongated anchor rod, which includes an outer tube, the outer tube is a segmented structure, two adjacent sections of the outer tube are connected to each other, and an extension rod is built in the interface of the adjacent two sections of the outer tube, and the extension rod Elastic limiting protrusions are provided on the outer sides of the side walls at both ends, and protrusion limiting holes are correspondingly opened on the two adjacent sections of the outer tube at the interface. To solve the problem that the length of the existing bolts is fixed, and the length cannot be freely changed according to the usage conditions, which may easily cause the radius of the crushing area to exceed the length of the bolt, resulting in a sudden decrease in the support effect. The invention belongs to the technical field of engineering construction.
Description
技术领域technical field
本发明提供一种新式锚杆,属于工程施工技术领域。The invention provides a novel anchor rod, which belongs to the technical field of engineering construction.
技术背景technical background
随着社会经济的发展,矿产资源必不可少,资源需求量的增大,导致了大规模的资源开采,而近年来浅部资源开采日益枯竭,资源开采逐渐往深部进军,开采深度日益增加,导致深部高应力软碎巷道支护困难,带来岩爆、冒顶、片帮等严重的问题,锚杆支护作为深部支护手段之一,具有举足轻重的作用。矿井开采深度的增加,井下围岩破碎区范围也随之增大,往往造成破碎区半径超出锚杆长度,而导致支护效果骤减,为此,可根据破碎区范围大小研发一种可自由控制长度的适应性加长型锚杆很有必要。With the development of society and economy, mineral resources are indispensable, and the increase in demand for resources has led to large-scale resource mining. In recent years, shallow resource mining has become increasingly exhausted, and resource mining has gradually entered the deep part, and the mining depth is increasing day by day. As a result, it is difficult to support the deep high-stress soft and broken roadway, which brings serious problems such as rockburst, roof fall, and chipping. As one of the deep support methods, bolt support plays a pivotal role. As the mining depth of the mine increases, the scope of the crushing zone of the surrounding rock in the underground also increases, which often causes the radius of the crushing zone to exceed the length of the bolt, resulting in a sharp drop in the support effect. Adaptive extension bolts of controlled length are necessary.
发明内容Contents of the invention
本发明的目的在于:提供一种适应性加长型锚杆,以解决现有锚杆长度均为固定长度,无法根据使用情况自由改变长度,容易造成破碎区半径超出锚杆长度,而导致支护效果骤减的问题。The purpose of the present invention is to provide an adaptive elongated bolt to solve the problem that the length of the existing bolt is fixed and cannot be freely changed according to the use situation, which may easily cause the radius of the crushing area to exceed the length of the bolt, resulting in support The problem of diminished effectiveness.
为解决上述问题,拟采用这样一种适应性加长型锚杆,包括外管,外管为分段式结构,相邻两段外管相对接,且相邻两段外管的接口处内置有加长杆,加长杆两端侧壁的外侧设置有弹性限位凸起,所述接口处的相邻两段外管上还对应开设有凸起限位孔。In order to solve the above problems, it is planned to adopt such an adaptive lengthened anchor rod, including the outer tube, the outer tube is a segmented structure, two adjacent sections of the outer tube are connected, and the interface between the adjacent two sections of the outer tube is built with a The extension rod is provided with elastic limiting protrusions on the outer sides of the side walls at both ends of the extension rod, and the two adjacent sections of the outer tube at the interface are also correspondingly provided with protrusion limiting holes.
前述锚杆中,加长杆的两端各沿圆周方向等间距分布设置有四个弹性限位凸起,且加长杆两端对应的外管的接口处沿圆周方向也等间距地开设有四个凸起限位孔;In the above-mentioned anchor rod, four elastic limit protrusions are arranged at equal intervals along the circumferential direction at both ends of the extension rod, and four elastic limit protrusions are arranged at equal intervals along the circumference direction at the interface of the corresponding outer tube at both ends of the extension rod. Raised limit hole;
前述锚杆中,外管的一端套设有松紧塞,松紧塞外侧的外管上旋设有螺母;In the aforementioned anchor rod, one end of the outer tube is provided with an elastic plug, and a nut is screwed on the outer tube outside the elastic plug;
前述锚杆中,外管由至少三段依次对接而成;In the aforementioned anchor rod, the outer tube is formed by butt joints of at least three sections in sequence;
前述锚杆中,相邻两段外管中,二者接口处的一个外管的端部设置有内螺纹,另一个外管的端部设置有与之相匹配的内螺纹,二者通过螺纹可分离式地连接。Among the aforementioned anchor rods, in the two adjacent sections of outer tubes, the end of one outer tube at the interface between the two is provided with an internal thread, and the end of the other outer tube is provided with a matching internal thread. detachably connected.
与现有技术相比,本发明将锚杆设计为分段式结构,每个节点处均能够通过加长杆自由加长,从而根据使用需求即可调整锚杆长度,便于运输和使用,该锚杆结构简单,使用方便,成本较低,使用效果好,适宜推广使用。Compared with the prior art, the present invention designs the anchor rod as a segmented structure, and each node can be freely lengthened by an extension rod, so that the length of the anchor rod can be adjusted according to the use requirements, which is convenient for transportation and use. The structure is simple, the use is convenient, the cost is low, the use effect is good, and it is suitable for popularization and use.
附图说明Description of drawings
图1是本发明的主视结构示意图(未加长状态);Fig. 1 is the front view structure schematic diagram (unextended state) of the present invention;
图2是图1中相邻两段外管通过加长杆加长时的结构示意图;Fig. 2 is a schematic structural view of two adjacent sections of the outer tube in Fig. 1 when they are lengthened by an extension rod;
图3是图1中相邻两段外管接口处的截面示意图。Fig. 3 is a schematic cross-sectional view of the interface between two adjacent sections of outer pipes in Fig. 1 .
具体实施方式Detailed ways
为使本发明表述的更为清楚,下面将结合附图对本发明做进一步详细说明。In order to express the present invention more clearly, the present invention will be further described in detail below in conjunction with the accompanying drawings.
实施例:Example:
参照图1至图3,本实施例提供的一种适应性加长型锚杆,包括外管1,外管1为分段式结构,外管1由至少三段依次对接而成,相邻两段外管1相对接,且相邻两段外管1的接口处内置有加长杆2,加长杆2的直径略小于外管1的内径,加长杆2的两端分别伸至相邻两段外管1内,加长杆2两端侧壁的外侧设置有弹性限位凸起3,弹性限位凸起3由弹性材料制成,或与加长杆2之间压设有小型弹簧,所述接口处的相邻两段外管1上还对应开设有凸起限位孔4,弹性限位凸起3为圆形凸点,弹性限位凸起3的直径略小于凸起限位孔4的直径,加长杆2的两端各沿圆周方向等间距分布设置有四个弹性限位凸起3,且加长杆2两端对应的外管1的接口处沿圆周方向也等间距地开设有四个凸起限位孔4,外管1的一端套设有松紧塞5,松紧塞5外侧的外管1上旋设有螺母,相邻两段外管1中,二者接口处的一个外管1的端部设置有内螺纹6,另一个外管1的端部设置有与之相匹配的内螺纹,二者通过螺纹可分离式地连接。Referring to Fig. 1 to Fig. 3, an adaptive elongated bolt provided in this embodiment includes an outer tube 1, the outer tube 1 is a segmented structure, and the outer tube 1 is formed by butt joints of at least three sections in sequence, and two adjacent sections Sections of outer tube 1 are connected, and an extension rod 2 is built into the interface between two adjacent sections of outer tube 1. The diameter of extension rod 2 is slightly smaller than the inner diameter of outer tube 1, and the two ends of extension rod 2 extend to the adjacent two sections respectively. Inside the outer tube 1, the outer sides of the side walls at both ends of the extension rod 2 are provided with elastic limit protrusions 3, the elastic limit protrusions 3 are made of elastic materials, or a small spring is arranged between the extension rod 2, and the The adjacent two sections of the outer tube 1 at the interface are also provided with a corresponding protrusion limit hole 4, the elastic limit protrusion 3 is a circular bump, and the diameter of the elastic limit protrusion 3 is slightly smaller than the protrusion limit hole 4 The two ends of the extension rod 2 are equidistantly distributed along the circumferential direction with four elastic stop protrusions 3, and the interface of the outer tube 1 corresponding to the two ends of the extension rod 2 is also equally spaced along the circumferential direction. Four raised limit holes 4, one end of the outer tube 1 is provided with an elastic plug 5, the outer tube 1 on the outer side of the elastic plug 5 is screwed with a nut, and in the two adjacent sections of the outer tube 1, one of the two joints The end of the outer tube 1 is provided with an internal thread 6 , and the end of the other outer tube 1 is provided with a matching internal thread, and the two are detachably connected by the thread.
工作原理:working principle:
在不使用或使用时对锚杆长度要求较短时,可将外管1的接口处均通过螺纹将相邻两外管1连接在一起,在使用过程中若锚杆长度不够,则可选择性地选择节点,将其中一个或多个接口处的两个外管1相对旋转,以解除螺纹连接使相邻外管1分离,向外侧相对拉动相邻的两外管1,并使加长杆2两端的弹性限位凸起3卡设于两段外管1的凸起限位孔4内,使得外管1-加长杆2-外管1的连接结构稳固,即实现了锚杆加长,根据需要选择加长节点的数量以满足实际对锚杆长度的需求即可。When the length of the anchor rod is short when not in use or in use, the joints of the outer pipe 1 can be threaded to connect two adjacent outer pipes 1 together. If the length of the anchor rod is not enough during use, you can choose Select the nodes selectively, rotate the two outer tubes 1 at one or more interfaces relative to each other, so as to release the threaded connection and separate the adjacent outer tubes 1, pull the adjacent two outer tubes 1 relatively outward, and make the extension rod 2 The elastic limit protrusions 3 at both ends are clamped in the protrusion limit holes 4 of the two sections of the outer tube 1, so that the connection structure of the outer tube 1-extension rod 2-outer tube 1 is stable, that is, the lengthening of the anchor rod is realized. Select the number of extended nodes according to the need to meet the actual demand for the length of the anchor rod.
Claims (5)
- A kind of 1. adaptability extended type anchor pole, it is characterised in that:Including outer tube (1), outer tube (1) is segmentation structure, adjacent two Section outer tube (1) is relative to be connect, and the interface of adjacent two sections of outer tubes (1) is built-in with extension bar (2), extension bar (2) both ends side wall Outside is provided with elastic spacing projection (3), is also corresponded on adjacent two sections of outer tubes (1) of the interface and offers raised spacing hole (4)。
- A kind of 2. adaptability extended type anchor pole according to claim 1, it is characterised in that:The both ends of extension bar (2) are respectively along circle Circumferential direction equidistantly distributed is provided with four elastic spacing projections (3), and the interface of outer tube (1) corresponding to extension bar (2) both ends Place along the circumferential direction also equally spacedly offers four raised spacing holes (4).
- A kind of 3. adaptability extended type anchor pole according to claim 1, it is characterised in that:One end of outer tube (1) is arranged with pine It is tight to fill in (5), it is installed with nut on the outer tube (1) on the outside of elastic plug (5).
- A kind of 4. adaptability extended type anchor pole according to claim 1, it is characterised in that:Outer tube (1) by least three sections successively Docking forms.
- A kind of 5. adaptability extended type anchor pole according to claim 1, it is characterised in that:In adjacent two sections of outer tubes (1), the two The end set of one outer tube (1) of interface has internal thread (6), and the end set of another outer tube (1) has matched Internal thread, the two is detachably connected by screw thread.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201711262225.4A CN107829771A (en) | 2017-12-04 | 2017-12-04 | A kind of adaptability extended type anchor pole |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201711262225.4A CN107829771A (en) | 2017-12-04 | 2017-12-04 | A kind of adaptability extended type anchor pole |
Publications (1)
Publication Number | Publication Date |
---|---|
CN107829771A true CN107829771A (en) | 2018-03-23 |
Family
ID=61641502
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201711262225.4A Pending CN107829771A (en) | 2017-12-04 | 2017-12-04 | A kind of adaptability extended type anchor pole |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107829771A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110607794A (en) * | 2019-10-22 | 2019-12-24 | 山西省工业设备安装集团有限公司 | Stable safety structure is protected to combined type deep basal pit support dimension |
Citations (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN86208821U (en) * | 1986-11-01 | 1987-11-18 | 东北工学院 | Telescopic type anchor rod |
CN2063978U (en) * | 1990-04-21 | 1990-10-17 | 中国科学院武汉岩土力学所 | Built-up extension anchoring-bolt |
CN202645603U (en) * | 2012-06-25 | 2013-01-02 | 中国矿业大学 | Recoverable anchor rod for grouting |
CN202832589U (en) * | 2012-09-29 | 2013-03-27 | 辽宁工程技术大学 | Anchor bolt recovery device |
CN204357467U (en) * | 2014-10-28 | 2015-05-27 | 山东科技大学 | Scalable internal-injection type secondary anchoring type anchor pole |
CN204984459U (en) * | 2015-08-27 | 2016-01-20 | 殷旺 | Prevent rock burst extension stock |
CN105275001A (en) * | 2015-10-21 | 2016-01-27 | 广东华路交通科技有限公司 | Novel replaceable hard and rigid combined double-layer curved-grain net-shaped pervious pipe for slope |
CN205654363U (en) * | 2016-05-25 | 2016-10-19 | 贵州大学 | Large deformation stock is consolidated in slip casting |
CN205778961U (en) * | 2015-11-19 | 2016-12-07 | 辽宁工程技术大学 | Protecting against shock ground pressure lengthens anchor pole |
CN206071629U (en) * | 2016-10-18 | 2017-04-05 | 山东科技大学 | A kind of umbrella rib type is combined scalable anchor pole |
CN107034881A (en) * | 2017-06-11 | 2017-08-11 | 贵州大学 | A kind of flexible telescopic grouted anchor bar of bullet |
-
2017
- 2017-12-04 CN CN201711262225.4A patent/CN107829771A/en active Pending
Patent Citations (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN86208821U (en) * | 1986-11-01 | 1987-11-18 | 东北工学院 | Telescopic type anchor rod |
CN2063978U (en) * | 1990-04-21 | 1990-10-17 | 中国科学院武汉岩土力学所 | Built-up extension anchoring-bolt |
CN202645603U (en) * | 2012-06-25 | 2013-01-02 | 中国矿业大学 | Recoverable anchor rod for grouting |
CN202832589U (en) * | 2012-09-29 | 2013-03-27 | 辽宁工程技术大学 | Anchor bolt recovery device |
CN204357467U (en) * | 2014-10-28 | 2015-05-27 | 山东科技大学 | Scalable internal-injection type secondary anchoring type anchor pole |
CN204984459U (en) * | 2015-08-27 | 2016-01-20 | 殷旺 | Prevent rock burst extension stock |
CN105275001A (en) * | 2015-10-21 | 2016-01-27 | 广东华路交通科技有限公司 | Novel replaceable hard and rigid combined double-layer curved-grain net-shaped pervious pipe for slope |
CN205778961U (en) * | 2015-11-19 | 2016-12-07 | 辽宁工程技术大学 | Protecting against shock ground pressure lengthens anchor pole |
CN205654363U (en) * | 2016-05-25 | 2016-10-19 | 贵州大学 | Large deformation stock is consolidated in slip casting |
CN206071629U (en) * | 2016-10-18 | 2017-04-05 | 山东科技大学 | A kind of umbrella rib type is combined scalable anchor pole |
CN107034881A (en) * | 2017-06-11 | 2017-08-11 | 贵州大学 | A kind of flexible telescopic grouted anchor bar of bullet |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110607794A (en) * | 2019-10-22 | 2019-12-24 | 山西省工业设备安装集团有限公司 | Stable safety structure is protected to combined type deep basal pit support dimension |
CN110607794B (en) * | 2019-10-22 | 2024-07-26 | 山西省安装集团股份有限公司 | Composite deep foundation pit supporting maintenance safety structure |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN109236337B (en) | Arrow anchor rod anchored by multi-section type clamping grouting and using method thereof | |
US10975696B2 (en) | Grouting anchor bolt and grouting anchor cable for supporting of large deformation and constant resistance and quantitative roadway supporting method | |
CN106089273B (en) | A kind of multiple spot for the rupture roadway support of deep subregion is by pressure grouting anchor pole | |
CN205919746U (en) | Not coupling of variable diameter presplitting charging means | |
CN2926509Y (en) | A grouting anchor | |
CN205135681U (en) | Flexible pin locking formula stock | |
CN204040909U (en) | Anti-oblique packed hole assembly is used in underground heat exploitation | |
CN205445644U (en) | Interior overlength shell type pipe seam stock of wearing | |
CN204609912U (en) | A kind of anchor cable constant-resistance allows pressure device | |
CN107829771A (en) | A kind of adaptability extended type anchor pole | |
CN105443150A (en) | Self-drilling anchor rod capable of rapidly mounting | |
CN204267057U (en) | A kind of nested type pipe seam anchor bar | |
CN209339986U (en) | A kind of anchor pole for slip casting | |
CN107034880A (en) | A kind of fluking type grouted rock bolt | |
CN207829931U (en) | A kind of adaptability extended type anchor pole | |
CN221346994U (en) | Special grout stop plug for mining grouting anchor rod | |
CN102434179B (en) | Deformation anchor cable capable of increasing resistance continuously | |
CN111075486B (en) | An external friction nail recyclable anchor rod | |
CN109098744B (en) | Use method of anchor rod extrusion type anchoring agent connecting pipe fitting | |
CN208010378U (en) | A kind of novel hierarchical pressure-relieving achor bar | |
CN205228309U (en) | Big gun hole charging means | |
CN205000980U (en) | Stock is drawn in large deformation | |
CN205243444U (en) | Directional well, horizontal well drilling string extend instrument | |
CN204783070U (en) | Prevent roof beam anchor integrated configuration of soft rock tunnel pucking | |
CN204511327U (en) | The anti-eccentric drill bit structure of tunnel anchoring boring |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180323 |