CN205172612U - It presses large deformation stock to increase to hinder to let - Google Patents

It presses large deformation stock to increase to hinder to let Download PDF

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Publication number
CN205172612U
CN205172612U CN201521003424.XU CN201521003424U CN205172612U CN 205172612 U CN205172612 U CN 205172612U CN 201521003424 U CN201521003424 U CN 201521003424U CN 205172612 U CN205172612 U CN 205172612U
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China
Prior art keywords
anchor rod
deformation
spring
resistance
pressure
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Expired - Fee Related
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CN201521003424.XU
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Chinese (zh)
Inventor
李承胜
李廷春
朱庆文
马齐
张国朋
刘启顺
陆登科
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Shandong University of Science and Technology
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Shandong University of Science and Technology
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Abstract

本实用新型公开了一种增阻让压大变形锚杆,它是由变形弹簧、锚固杆、固定球和连接套筒组成;变形弹簧采用高强拉伸弹簧;锚固杆为实心金属杆体;固定球为中空的椭圆金属球体,且它们都带有外螺纹的连接头;通过加工有内螺纹的连接套筒,在两个固定球之间顺序连接变形弹簧、锚固杆,形成一个增阻让压大变形锚杆的结构单元;依据锚固深度或长度组装若干个上述单元,并在最外侧的端头再连接一段锚固杆,用于安装锚杆的托盘和螺母,形成增阻让压大变形锚杆。本实用新型可在围岩发生大变形时受拉变形同时阻力平稳增大,有效维持围岩稳定。

The utility model discloses a large-deformation anchor rod with increasing resistance and yielding pressure, which is composed of a deformation spring, an anchor rod, a fixed ball and a connecting sleeve; the deformation spring adopts a high-strength tension spring; It is a hollow elliptical metal sphere, and they all have externally threaded connectors; through the processing of internally threaded connecting sleeves, the deformation spring and the anchor rod are sequentially connected between the two fixed balls to form a resistance-increasing and pressure-increasing The structural unit of the deformed anchor rod; assemble several of the above-mentioned units according to the anchoring depth or length, and connect a section of anchor rod at the outermost end, which is used to install the anchor tray and nut, forming a large deformed anchor rod with increased resistance and pressure . The utility model can be stretched and deformed while the resistance increases steadily when the surrounding rock undergoes large deformation, and effectively maintains the stability of the surrounding rock.

Description

一种增阻让压大变形锚杆An Anchor Rod with Increased Resistance and Large Deformation under Pressure

技术领域 technical field

本实用新型涉及隧道工程支护用的锚杆,尤其涉及一种具有增阻让压功能的大变形锚杆。 The utility model relates to an anchor rod used for tunnel engineering support, in particular to a large-deformation anchor rod with the function of increasing resistance and allowing pressure.

背景技术 Background technique

锚喷支护是隧道工程中的重要支护手段,锚杆是重要的支护材料。在现代隧道建设中,隧道穿越的地质地层条件越来越复杂,围岩也常常表现出大变形的特点,围岩的稳定性问题越来越凸显。但现有锚杆的变形能力差,不能适应围岩大变形的特点,当围岩发生较大变形超过锚杆所能承受的能力范围时,易导致锚杆支护系统失效,围岩失稳,隧道结构破坏。 Bolt shotcrete support is an important support method in tunnel engineering, and anchor rod is an important support material. In the construction of modern tunnels, the geological and stratigraphic conditions that the tunnel passes through are becoming more and more complex, and the surrounding rocks often show the characteristics of large deformation, and the stability of the surrounding rocks is becoming more and more prominent. However, the existing bolts have poor deformation capacity and cannot adapt to the large deformation characteristics of the surrounding rock. When the large deformation of the surrounding rock exceeds the capacity range that the bolt can bear, it will easily lead to the failure of the bolt support system and the instability of the surrounding rock. , the tunnel structure is damaged.

为了适应围岩大变形的特点,克服现有传统锚杆变形能力差的缺点,出现了大变形锚杆。如专利201110061360.9提供了一种摩擦套筒式大变形锚杆,但其采用机械摩擦方式实现锚杆变形伸长,结构较为复杂;201210139092.2提供了一种新型高强恒阻大变形锚杆,施工时需要进行扩孔,施工不方便。 In order to adapt to the characteristics of large deformation of surrounding rock and overcome the disadvantages of poor deformation ability of existing traditional bolts, large deformation bolts have appeared. For example, patent 201110061360.9 provides a friction sleeve type large deformation anchor rod, but it uses mechanical friction to realize the deformation and elongation of the anchor rod, and the structure is relatively complicated; 201210139092.2 provides a new type of high strength constant resistance large deformation anchor rod, which requires It is inconvenient to carry out reaming.

实用新型内容 Utility model content

本实用新型的目的在于提供一种增阻让压大变形锚杆,以适应围岩大变形的特点。 The purpose of the utility model is to provide an anchor rod with increased resistance and large deformation to adapt to the characteristics of large deformation of surrounding rock.

为了实现上述目的,本实用新型一种增阻让压大变形锚杆的构造为:由变形弹簧、锚固杆、固定球和连接套筒组成;其特征在于,所述的变形弹簧采用高强拉伸弹簧;锚固杆为实心金属杆体;固定球为中空的椭圆金属球体,且它们都带有外螺纹的连接头;通过加工有内螺纹的连接套筒,在两个固定球之间顺序连接变形弹簧、锚固杆,形成一个增阻让压大变形锚杆的结构单元;依据锚固深度或长度组装若干个上述单元,并在最外侧的端头再连接一段锚固杆,用于安装锚杆的托盘和螺母,形成增阻让压大变形锚杆。 In order to achieve the above purpose, the structure of a large-deformation anchor rod with increased resistance and pressure reduction in the utility model is composed of a deformation spring, an anchor rod, a fixed ball and a connecting sleeve; it is characterized in that the deformation spring adopts high-strength tensile Spring; the anchor rod is a solid metal rod; the fixed ball is a hollow elliptical metal sphere, and they all have externally threaded connectors; through the processing of the connecting sleeve with internal thread, the deformation spring is sequentially connected between the two fixed balls , Anchor rod, forming a structural unit that increases resistance and allows pressure and large deformation of the anchor rod; assemble several of the above-mentioned units according to the anchoring depth or length, and connect a section of anchor rod at the outermost end to install the anchor rod. Nuts form an anchor rod that increases resistance and allows pressure to deform.

为保证固定球的锚固效果,所述的固定球直径比钻孔直径略小。 In order to ensure the anchoring effect of the fixing ball, the diameter of the fixing ball is slightly smaller than the diameter of the drilled hole.

增阻让压大变形锚杆的工作原理如下: The working principle of the increased resistance to allow pressure and large deformation anchor is as follows:

该锚杆采用全长粘结,当围岩发生变形产生裂隙时,锚固杆和变形弹簧因裂隙的产生而支护失效,围岩压力逐渐增大,待围岩压力达到一定程度时,锚固杆两端的变形弹簧在其作用下产生拉伸变形,围岩压力得到释放;变形弹簧在拉伸后产生拉力,变形越大,产生的拉力越大,对围岩的控制能力越强;由于变形弹簧两端的固定球仍固定在锚固剂中,依然可以起到支护作用,使锚杆在产生局部变形让压的同时保持支护体系完整,更好地维持围岩稳定。总之,锚杆通过弹簧变形让压同时阻力增大,在让抗的过程中允许围岩发生一定量的变形达到稳定,锚杆也不会因过高载荷而失效。 The bolt adopts full-length bonding. When the surrounding rock is deformed and cracks are generated, the support of the anchor rod and the deformed spring will fail due to the generation of cracks, and the pressure of the surrounding rock will gradually increase. When the pressure of the surrounding rock reaches a certain level, the anchor rod The deformation springs at both ends produce tensile deformation under its action, and the surrounding rock pressure is released; the deformation spring generates tension after stretching, the greater the deformation, the greater the tension generated, and the stronger the ability to control the surrounding rock; due to the deformation spring The fixed balls at both ends are still fixed in the anchoring agent, and can still play a supporting role, so that the anchor rod can maintain the integrity of the supporting system while producing local deformation and compression, and better maintain the stability of the surrounding rock. In a word, the anchor bolt yields pressure through spring deformation and increases resistance at the same time, allowing a certain amount of deformation of the surrounding rock to achieve stability during the resistance process, and the anchor bolt will not fail due to excessive load.

本实用新型一种增阻让压大变形锚杆优点是: The utility model has the advantages of a large-deformation anchor rod with increased resistance and pressure:

(1)采用变形弹簧可以将围岩变形能量吸收,将其转化为对围岩的阻力,所以围岩变形越大,锚杆对围岩的支护能力越强; (1) The use of deformation springs can absorb the deformation energy of the surrounding rock and convert it into resistance to the surrounding rock, so the greater the deformation of the surrounding rock, the stronger the support ability of the bolt to the surrounding rock;

(2)该锚杆连接方法简单,组装方便,可根据锚固深度调节锚杆长度; (2) The bolt connection method is simple, easy to assemble, and the length of the bolt can be adjusted according to the anchoring depth;

(3)该方法施工方便、快捷,施工中途不用更换施工机具、设备。 (3) The construction of this method is convenient and fast, and there is no need to replace construction tools and equipment in the middle of construction.

附图说明 Description of drawings

图1为本实用新型一种增阻让压大变形锚杆示意图。 Fig. 1 is a schematic diagram of a large-deformation anchor rod with increased resistance and yielding pressure of the present invention.

图例说明:1-变形弹簧;2-锚固杆;3-固定球;4-连接套筒。 Legend: 1-deformation spring; 2-anchor rod; 3-fixed ball; 4-connecting sleeve.

具体实施方式 detailed description

如图1所示的一种增阻让压大变形锚杆是由变形弹簧1、锚固杆2、固定球3和连接套筒4等组成;所述的变形弹簧1采用高强拉伸弹簧;锚固杆2为实心金属杆体;固定球4为中空的椭圆金属球体,且它们都带有外螺纹的连接头;通过加工有内螺纹的连接套筒4,在两个固定球3之间顺序连接变形弹簧1、锚固杆2,形成一个增阻让压大变形锚杆的结构单元;依据锚固深度或长度组装若干个上述单元,并在最外侧的端头再连接一段锚固杆2,用于安装锚杆的托盘和螺母,形成增阻让压大变形锚杆。 As shown in Figure 1, a large-deformation anchor rod with increased resistance and pressure is composed of a deformation spring 1, an anchor rod 2, a fixed ball 3 and a connecting sleeve 4; the deformation spring 1 adopts a high-strength tension spring; The rod 2 is a solid metal rod body; the fixed ball 4 is a hollow elliptical metal sphere, and they all have externally threaded connectors; through the processing of the connecting sleeve 4 with internal threads, the two fixed balls 3 are sequentially connected and deformed The spring 1 and the anchor rod 2 form a structural unit that increases resistance and allows pressure and large deformation of the anchor rod; assemble several of the above units according to the anchoring depth or length, and connect a section of anchor rod 2 at the outermost end to install the anchor The tray and nut of the rod form an anchor rod that increases resistance and allows pressure to deform greatly.

施工时,首先将变形弹簧1、锚固杆2、固定球3通过连接套筒4组装好,然后根据实际需要施工钻孔,随后对钻孔注浆将其注满,注浆完成后将锚杆插入钻孔,安装托盘螺母,锚杆即安装完毕。 During construction, first assemble the deformed spring 1, the anchor rod 2, and the fixed ball 3 through the connecting sleeve 4, then drill holes according to actual needs, and then fill the holes with grouting. After the grouting is completed, the anchor rods Insert the drilled hole, install the pallet nut, and the bolt is installed.

Claims (1)

1. increase resistance and allow a pressure large deformation anchor rod, it is characterized in that, it is made up of distortion spring, anchor rod, fixing ball and branch sleeve; Distortion spring adopts high-strength extension spring, and anchor rod is the solid metal body of rod, and fixing ball is the oval metal ball body of hollow, and they are all with externally threaded connector; By processing female branch sleeve, be linked in sequence distortion spring, anchor rod between two fixing balls, forms one and increase the element of construction hindering and allow and press large deformation anchor rod; Assemble several said units according to anchorage depth or length, and connect one section of anchor rod again in outermost termination, for pallet and the nut of skyhook, formed and increase resistance and allow pressure large deformation anchor rod.
CN201521003424.XU 2015-12-07 2015-12-07 It presses large deformation stock to increase to hinder to let Expired - Fee Related CN205172612U (en)

Priority Applications (1)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105317452A (en) * 2015-12-07 2016-02-10 山东科技大学 Resistance-increasing yielding large-deformation anchor rod and construction method thereof
WO2017190397A1 (en) * 2016-05-03 2017-11-09 许国安 Segmented modular large deformation-resistant and impact-resistant combined anchor bolt and method for assembling same

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105317452A (en) * 2015-12-07 2016-02-10 山东科技大学 Resistance-increasing yielding large-deformation anchor rod and construction method thereof
WO2017190397A1 (en) * 2016-05-03 2017-11-09 许国安 Segmented modular large deformation-resistant and impact-resistant combined anchor bolt and method for assembling same

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160420

Termination date: 20161207

CF01 Termination of patent right due to non-payment of annual fee