CN204511478U - A kind of self-feeding anchor pile structure - Google Patents
A kind of self-feeding anchor pile structure Download PDFInfo
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- CN204511478U CN204511478U CN201420872735.9U CN201420872735U CN204511478U CN 204511478 U CN204511478 U CN 204511478U CN 201420872735 U CN201420872735 U CN 201420872735U CN 204511478 U CN204511478 U CN 204511478U
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- backing plate
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- stopper
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Abstract
一种自进式锚杆结构,至少包括钻头、锚杆体、联结套、止浆塞、拱形垫板和螺母;所述锚杆体贯穿设置在整体上端,并且其他部件均贯穿安装在锚杆体上;所述钻头设置在整体的左端,并且与锚杆体通过螺纹连接;所述联结套设置在整体的中间部位,并且可在锚杆体上转动;所述止浆塞设置在整体的右端,并且通过螺纹连接;所述拱形垫板设置在止浆塞的右侧,并且与止浆塞点焊连接;所述螺母设置在拱形垫板的右侧;该结构简单,连接紧密,安全可靠,有利于在松散破碎的环境下工作,有良好的经济效益和社会效益,易于推广使用。
A self-propelled anchor structure, at least including a drill bit, an anchor body, a coupling sleeve, a grout plug, an arched backing plate and a nut; on the rod body; the drill bit is arranged at the left end of the whole body, and is threadedly connected with the bolt body; the coupling sleeve is arranged at the middle part of the whole body, and can rotate on the bolt body; the grout stopper is arranged at the whole body the right end of the backing plate, and connected by thread; the arched backing plate is set on the right side of the grout stopper, and is spot-welded with the stopper; the nut is set on the right side of the arched backing plate; the structure is simple, and the connection Compact, safe and reliable, it is beneficial to work in a loose and broken environment, has good economic and social benefits, and is easy to promote and use.
Description
技术领域technical field
本实用新型涉及锚杆结构应用技术领域,尤其是一种自进式锚杆结构。The utility model relates to the technical field of anchor rod structure applications, in particular to a self-advancing anchor rod structure.
背景技术Background technique
自进式锚杆结构是当代煤矿当中巷道支护的最基本的组成部分,他将巷道的围岩加固在一起,使围岩自身支护自身,现在锚杆不仅用于矿山,也用于工程技术中,对边坡,隧道,坝体进行主体加固。普通砂浆锚杆具有诸如塌孔、无法插杆、注浆不饱满等难题,难以发挥锚杆支护的作用,降低了围岩的承载能力,不利于围岩的整体稳定。因此,针对上述问题我们提出一种自进式锚杆结构。The self-advancing bolt structure is the most basic part of roadway support in contemporary coal mines. It reinforces the surrounding rock of the roadway so that the surrounding rock can support itself. Now the bolt is not only used in mines, but also in engineering In the technology, the main reinforcement is carried out on the slope, tunnel and dam body. Ordinary mortar bolts have problems such as collapsed holes, inability to insert rods, and insufficient grouting. It is difficult to play the role of bolt support, which reduces the bearing capacity of the surrounding rock and is not conducive to the overall stability of the surrounding rock. Therefore, we propose a self-advancing anchor structure for the above problems.
实用新型内容Utility model content
现有技术不能满足人们的需要,为弥补现有技术不足,本实用新型旨在提供一种结构简单,连接紧密,安全可靠、有利于在松散、破碎的环境下工作的自进式锚杆结构。The existing technology cannot meet people's needs. In order to make up for the deficiency of the existing technology, the utility model aims to provide a self-propelled anchor structure with simple structure, tight connection, safety and reliability, and is conducive to working in loose and broken environments. .
为实现上述目的,本实用新型采用以下技术方案:一种自进式锚杆结构,至少包括钻头、锚杆体、联结套、止浆塞、拱形垫板和螺母;所述锚杆体贯穿设置在整体上端,并且其他部件均贯穿安装在锚杆体上;所述钻头设置在整体的左端,并且与锚杆体通过螺纹连接;所述联结套设置在整体的中间部位,并且可在锚杆体上转动;所述止浆塞设置在整体的右端,并且通过螺纹连接;所述拱形垫板设置在止浆塞的右侧,并且与止浆塞点焊连接;所述螺母设置在拱形垫板的右侧。In order to achieve the above purpose, the utility model adopts the following technical solutions: a self-propelled anchor rod structure, at least including a drill bit, an anchor rod body, a coupling sleeve, a grout stopper, an arched backing plate and a nut; the anchor rod body penetrates It is set on the upper end of the whole body, and other components are installed through the anchor body; the drill bit is set on the left end of the whole body, and is threadedly connected with the anchor body; the coupling sleeve is set in the middle part of the whole body, and can Rotate on the rod body; the grout stopper is arranged at the right end of the whole body, and is connected by threads; the arched backing plate is arranged on the right side of the grout stopper, and is connected with the grout stopper by spot welding; the nut is arranged on The right side of the arched backing plate.
作为本实用新型的优化技术方案:所述止浆塞和拱形垫板形成螺旋桨式结构;所述锚杆体套装在联结套内部,并且锚杆体外表面与联结套内表面螺纹连接。As an optimized technical solution of the utility model: the grout stopper and the arched backing plate form a propeller structure; the anchor rod body is set inside the coupling sleeve, and the outer surface of the anchor rod is threadedly connected with the inner surface of the coupling sleeve.
与现有技术相比,本实用新型的有益效果是:所述锚杆体采用良好的厚壁无缝钢管材料、完美快捷的表面螺纹成形工艺,能达到自进式锚杆钻孔、注浆、锚固等功能的统一,所述锚杆体具有连续的波形螺纹,可以作为钻杆配合钻头完成钻孔成锚孔,所述止浆塞与拱形垫板焊接在一起。能高效的使注浆能保持较强的注浆压力,充分地充填空隙,固定破碎岩体,高强度的垫板、螺母可以将深层围岩应力均匀地递到周壁围岩上,达到围岩与锚杆互为支护的目的,自进式锚杆作为钻杆无需拔出,不存在坍孔问题,其中空可作为注浆通道,从里至外进行注浆,通过高强度联结套能使自进式锚杆长度根据需要边钻进边加长。Compared with the prior art, the utility model has the beneficial effects that: the anchor rod body adopts good thick-walled seamless steel pipe material, perfect and quick surface thread forming process, and can achieve self-advancing anchor rod drilling and grouting. , anchoring and other functions are unified, the anchor rod body has a continuous wave thread, which can be used as a drill rod to cooperate with a drill bit to complete drilling into an anchor hole, and the grout stopper is welded together with the arched backing plate. It can efficiently maintain a strong grouting pressure for grouting, fully fill the gap, and fix the broken rock mass. The high-strength backing plate and nut can evenly transfer the stress of the deep surrounding rock to the surrounding wall and reach the surrounding rock. The purpose of mutual support with the bolt is that the self-propelled bolt does not need to be pulled out as a drill pipe, and there is no problem of hole collapse. The hollow can be used as a grouting channel for grouting from the inside to the outside. The length of the self-advancing anchor rod can be lengthened while drilling as required.
附图说明Description of drawings
图1为本实用新型整体结构示意图;Fig. 1 is a schematic diagram of the overall structure of the utility model;
图2为本实用新型安装工作示意图;Fig. 2 is the schematic diagram of installation work of the utility model;
其中:1、底板,2、围护梁,3、围护桩,4、袋装砂石,5、钢管,6、斜撑,7、拉结钢筋。Among them: 1. Bottom plate, 2. Enclosure beam, 3. Enclosure pile, 4. Bagged sand and gravel, 5. Steel pipe, 6. Diagonal brace, 7. Tie steel bar.
具体实施方式Detailed ways
下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本实用新型一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其它实施例,都属于本实用新型保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of them. example. Based on the embodiments of the present utility model, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the scope of protection of the present utility model.
请参阅图1~2,本实用新型实施例中,一种自进式锚杆结构,至少包括钻头1、锚杆体2、联结套3、止浆塞4、拱形垫板5和螺母6;所述锚杆体2贯穿设置在整体上端,并且其他部件均贯穿安装在锚杆体2上;所述钻头1设置在整体的左端,并且与锚杆体2通过螺纹连接;所述联结套3设置在整体的中间部位,并且可在锚杆体2上转动;所述止浆塞4设置在整体的右端,并且通过螺纹连接;所述拱形垫板5设置在止浆塞4的右侧,并且与止浆塞4点焊连接;所述螺母6设置在拱形垫板5的右侧。Please refer to Figures 1-2. In the embodiment of the present utility model, a self-propelled anchor structure includes at least a drill bit 1, an anchor body 2, a coupling sleeve 3, a grout stopper 4, an arched backing plate 5 and a nut 6 ; The anchor body 2 is arranged through the upper end of the whole body, and other components are installed through the anchor body 2; the drill bit 1 is arranged at the left end of the whole body, and is connected with the anchor body 2 through threads; the coupling sleeve 3 is set in the middle of the whole body, and can rotate on the anchor body 2; the grout stopper 4 is set at the right end of the whole body, and is connected by thread; the arched backing plate 5 is set on the right side of the grout stopper 4 side, and is spot-welded with the grout stopper 4; the nut 6 is arranged on the right side of the arched backing plate 5.
作为本实用新型的优化技术方案:所述止浆塞4和拱形垫板5形成螺旋桨式结构;所述锚杆体2套装在联结套3内部,并且锚杆体2外表面与联结套3内表面螺纹连接。As an optimized technical solution of the present utility model: the grout stopper 4 and the arched backing plate 5 form a propeller-type structure; Internal surface threaded connection.
作为本实用新型的工作原理:所述自进式锚杆结构钻进时,采用台车或手持式凿岩机将安装好钻头的锚杆钻进至设计深度,锚杆如需加长,可用联结套进行联结,然后通过钻机钻进,卸下钻机,安装止浆塞,将其安装在锚孔内孔口处,特殊情况浆压力较大或围岩太破碎,也可用锚固剂封孔,通过快速注浆接头将锚杆尾端与注浆泵相连,开动机器注浆,待注浆饱满且压力达到设计值时停机,注浆压力根据设计参数和注浆机性能确定,根据设计需要,安装垫板和螺母,在各类围岩条件下施工时,不需套管护壁、预注浆等特殊手法也能形成锚孔并保证锚固与注浆效果。As the working principle of the present utility model: when drilling the self-propelled rock bolt structure, use a trolley or a hand-held rock drill to drill the bolt with the drill bit installed to the design depth, and if the bolt needs to be lengthened, use a coupling sleeve to drill Connect, then drill through the drilling rig, unload the drilling rig, install the grout stopper, and install it at the opening of the anchor hole. In special cases, the grout pressure is high or the surrounding rock is too broken, and the anchoring agent can also be used to seal the hole. The grout joint connects the end of the anchor rod with the grouting pump, starts the machine to grout, and stops when the grout is full and the pressure reaches the design value. The grouting pressure is determined according to the design parameters and the performance of the grouting machine, and the backing plate is installed according to the design requirements. And nuts, when constructing under various surrounding rock conditions, anchor holes can be formed without special methods such as casing wall protection and pre-grouting, and the anchoring and grouting effects can be guaranteed.
对于本领域技术人员而言,显然本实用新型不限于上述示范性实施例的细节,而且在不背离本实用新型的精神或基本特征的情况下,能够以其它的具体形式实现本实用新型。因此,无论从哪一点来看,均应将实施例看作是示范性的,而且是非限制性的,本实用新型的范围由所附权利要求而不是上述说明限定,因此旨在将落在权利要求的等同要件的含义和范围内的所有变化囊括在本实用新型内。不应将权利要求中的任何附图标记视为限制所涉及的权利要求。It is obvious to those skilled in the art that the present invention is not limited to the details of the above exemplary embodiments, and that the present invention can be implemented in other specific forms without departing from the spirit or essential characteristics of the present invention. Therefore, no matter from all points of view, the embodiments should be regarded as exemplary and non-restrictive, and the scope of the present invention is defined by the appended claims rather than the above description, so it is intended to fall within the scope of the claims All changes within the meaning and range of equivalents of the required elements are included in the present invention. Any reference sign in a claim should not be construed as limiting the claim concerned.
以上所述,仅为本实用新型的较佳实施例,并不用以限制本实用新型,凡是依据本实用新型的技术实质对以上实施例所作的任何细微修改、等同替换和改进,均应包含在本实用新型技术方案的保护范围之内。The above are only preferred embodiments of the present utility model, and are not intended to limit the present utility model. Any minor modifications, equivalent replacements and improvements made to the above embodiments according to the technical essence of the present utility model shall be included in the Within the scope of protection of the technical solution of the utility model.
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Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105298525A (en) * | 2015-11-19 | 2016-02-03 | 辽宁工程技术大学 | Anti-shock ground pressure lengthening anchor rod |
CN105781598A (en) * | 2016-03-15 | 2016-07-20 | 中国矿业大学(北京) | Extensible anchor rod |
CN106194204A (en) * | 2016-09-08 | 2016-12-07 | 长安大学 | A kind of drift cobble tunnel advanced support structure and method for protecting support |
CN108643949A (en) * | 2018-05-24 | 2018-10-12 | 中铁十九局集团第六工程有限公司 | A kind of anchor rod construction method of tunnel breaking surrounding rock |
CN110593926A (en) * | 2019-09-29 | 2019-12-20 | 王晓勇 | Tensioning locking anchor rod |
CN111364457A (en) * | 2020-03-24 | 2020-07-03 | 中国三冶集团有限公司 | Soil anchor rod self-pore-forming bearing head |
CN111734435A (en) * | 2020-07-07 | 2020-10-02 | 中铁十八局集团有限公司 | Anti-bias method for surrounding locking leg of self-advancing long anchor rod of advanced pipe shed and arch frame |
CN113482525A (en) * | 2021-08-24 | 2021-10-08 | 六盘水华安爆破工程有限公司 | Multifunctional blast hole cutting drilling tool |
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2014
- 2014-12-24 CN CN201420872735.9U patent/CN204511478U/en not_active Expired - Fee Related
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105298525A (en) * | 2015-11-19 | 2016-02-03 | 辽宁工程技术大学 | Anti-shock ground pressure lengthening anchor rod |
CN105781598A (en) * | 2016-03-15 | 2016-07-20 | 中国矿业大学(北京) | Extensible anchor rod |
CN106194204A (en) * | 2016-09-08 | 2016-12-07 | 长安大学 | A kind of drift cobble tunnel advanced support structure and method for protecting support |
CN108643949A (en) * | 2018-05-24 | 2018-10-12 | 中铁十九局集团第六工程有限公司 | A kind of anchor rod construction method of tunnel breaking surrounding rock |
CN110593926A (en) * | 2019-09-29 | 2019-12-20 | 王晓勇 | Tensioning locking anchor rod |
CN110593926B (en) * | 2019-09-29 | 2021-01-15 | 南通恒丰铁链有限公司 | Tensioning locking anchor rod |
CN111364457A (en) * | 2020-03-24 | 2020-07-03 | 中国三冶集团有限公司 | Soil anchor rod self-pore-forming bearing head |
CN111734435A (en) * | 2020-07-07 | 2020-10-02 | 中铁十八局集团有限公司 | Anti-bias method for surrounding locking leg of self-advancing long anchor rod of advanced pipe shed and arch frame |
CN113482525A (en) * | 2021-08-24 | 2021-10-08 | 六盘水华安爆破工程有限公司 | Multifunctional blast hole cutting drilling tool |
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