CN205475223U - High prestressed anchorage pole of area inflation cover - Google Patents
High prestressed anchorage pole of area inflation cover Download PDFInfo
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- CN205475223U CN205475223U CN201620018009.XU CN201620018009U CN205475223U CN 205475223 U CN205475223 U CN 205475223U CN 201620018009 U CN201620018009 U CN 201620018009U CN 205475223 U CN205475223 U CN 205475223U
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- anchor rod
- anchor
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- expansion sleeve
- sleeve
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Abstract
本实用新型涉及一种带膨胀套的高预应力锚杆,属于锚杆领域。本实用新型包括锚杆杆体、锚杆头、锚杆螺纹部、锚杆膨胀套、开口槽、锚杆套管、锚杆托盘、注浆孔、螺母;锚杆杆体一端为锚杆头,另一端为锚杆螺纹部,中间依次通过锚杆膨胀套、锚杆套管、锚杆托盘将锚杆杆体套住,锚杆螺纹部穿过锚杆托盘与螺母通过螺纹连接,锚杆膨胀套靠近锚杆头一端开有沿锚杆轴向的开口槽;锚杆托盘上设有注浆孔;所述锚杆头为倒楔形,且其头部最大直径大于所述锚杆膨胀套的内孔直径。本实用新型实现高预应力的同时保证了锚杆的锚固力;锚杆膨胀套加工简单,可重复使用的锚杆套管节省成本经济效益高;在同等支护条件下可减小锚杆分布密度进而减小施工工作量。
The utility model relates to a high prestressed anchor rod with an expansion sleeve, which belongs to the field of anchor rods. The utility model comprises an anchor rod body, an anchor rod head, an anchor rod thread part, an anchor rod expansion sleeve, an opening groove, an anchor rod sleeve, an anchor rod tray, a grouting hole and a nut; one end of the anchor rod body is an anchor rod head, and the other One end is the threaded portion of the anchor rod, and the anchor rod body is encased by the anchor rod expansion sleeve, the anchor rod sleeve, and the anchor rod tray in the middle. One end of the anchor head is provided with an opening slot along the axial direction of the anchor; the anchor tray is provided with a grouting hole; the anchor head is in the shape of an inverted wedge, and the maximum diameter of the head is larger than the inner hole of the anchor expansion sleeve diameter. The utility model realizes high prestress and at the same time guarantees the anchoring force of the anchor rod; the expansion sleeve of the anchor rod is simple to process, and the reusable anchor rod sleeve saves cost and has high economic benefits; the distribution of the anchor rod can be reduced under the same support conditions Density and thus reduce the construction workload.
Description
技术领域 technical field
本实用新型涉及一种带膨胀套的高预应力锚杆,属于锚杆领域。 The utility model relates to a high prestressed anchor rod with an expansion sleeve, which belongs to the field of anchor rods.
背景技术 Background technique
随着我国高速道路建设的大发展,在高原山地等复杂地形修建公路的需求逐年增加,其中边坡支护应用十分广泛。当前普遍采用的各种锚杆虽然效果明显但仍然存在弊端。主要表现在:一、安装麻烦、成本高;二、没有初始抗拉强度;三、无法实现长效的高预应力。例如201510219653.3实用新型专利所提出的膨胀式锚杆设计了一种可膨胀的锚杆套,但由于锚杆套覆盖整个锚杆导致其长度过长从而造成了材料的浪费。 With the great development of expressway construction in my country, the demand for road construction in complex terrain such as plateaus and mountains is increasing year by year, and slope support is widely used. Although the various anchor rods currently generally used have obvious effects, there are still drawbacks. The main performances are as follows: 1. The installation is troublesome and the cost is high; 2. There is no initial tensile strength; 3. It is impossible to achieve long-term high prestress. For example, the expandable anchor rod proposed in the 201510219653.3 utility model patent designs an expandable anchor rod sleeve, but because the anchor rod sleeve covers the entire anchor rod, its length is too long, resulting in waste of materials.
综上,目前需要根据现有的施工技术水平提供一种更经济、具有更长效高预应力的锚杆结构。 To sum up, it is necessary to provide a more economical, longer-lasting and high-prestressed anchor structure according to the existing construction technology level.
发明内容 Contents of the invention
本实用新型提供了一种带膨胀套的高预应力锚杆,以用于解决现在装置成本高的问题。 The utility model provides a high prestressed anchor rod with an expansion sleeve, which is used to solve the problem of high device cost at present.
本实用新型的技术方案是:一种带膨胀套的高预应力锚杆,包括锚杆杆体1、锚杆头1a、锚杆螺纹部1b、锚杆膨胀套2、开口槽2a、锚杆套管3、锚杆托盘4、注浆孔4a、螺母5; The technical scheme of the utility model is: a high prestressed anchor rod with an expansion sleeve, including an anchor rod body 1, an anchor rod head 1a, an anchor rod thread part 1b, an anchor rod expansion sleeve 2, an opening groove 2a, and an anchor rod sleeve Pipe 3, anchor tray 4, grouting hole 4a, nut 5;
所述锚杆杆体1一端为锚杆头1a,另一端为锚杆螺纹部1b,中间依次通过锚杆膨胀套2、锚杆套管3、锚杆托盘4将锚杆杆体1套住,锚杆螺纹部1b穿过锚杆托盘4与螺母5通过螺纹连接,锚杆托盘4上设有注浆孔4a; One end of the anchor rod body 1 is the anchor rod head 1a, the other end is the anchor rod threaded part 1b, and the anchor rod body 1 is encased by the anchor rod expansion sleeve 2, the anchor rod sleeve 3, and the anchor rod tray 4 in sequence in the middle, and the anchor rod body 1 is encased in sequence. The rod threaded part 1b passes through the anchor rod tray 4 and is threadedly connected with the nut 5, and the anchor rod tray 4 is provided with a grouting hole 4a;
所述锚杆头1a为倒楔形,且其头部最大直径大于所述锚杆膨胀套2的内孔直径。 The anchor head 1a is in the shape of an inverted wedge, and the maximum diameter of the head is larger than the diameter of the inner hole of the anchor expansion sleeve 2 .
所述锚杆膨胀套2靠近锚杆头1a一端开有多个沿锚杆轴向的开口槽2a。 The anchor rod expansion sleeve 2 is provided with a plurality of opening grooves 2a along the anchor rod axial direction at one end close to the anchor rod head 1a.
本实用新型的工作过程是: The working process of the present utility model is:
将已经装有锚杆膨胀套2和锚索套管3的锚杆放入已经钻好的孔中(锚索套管3用于抵住锚杆膨胀套2、锚杆托盘4),然后旋紧螺母5,当锚杆头1a与锚杆膨胀套2产生相对滑动时,锚杆膨胀套2受到锚杆头1a的胀力而膨胀,锚杆膨胀套2与孔壁产生强大的摩擦力并形成自锁,然后拆下锚杆套管3再由注浆孔4a向孔内注浆,待凝固后即可提高锚固力从而达到提高锚杆预应力的作用。 Put the anchor rod equipped with anchor rod expansion sleeve 2 and anchor cable sleeve 3 into the drilled hole (the anchor rod sleeve 3 is used to resist the anchor rod expansion sleeve 2 and anchor rod tray 4), and then rotate Tighten the nut 5, when the anchor rod head 1a and the anchor rod expansion sleeve 2 slide relative to each other, the anchor rod expansion sleeve 2 is expanded by the expansion force of the anchor rod head 1a, and the anchor rod expansion sleeve 2 and the hole wall generate a strong friction force and Self-locking is formed, and then the bolt casing 3 is removed, and grout is injected into the hole from the grouting hole 4a. After solidification, the anchoring force can be increased to achieve the effect of increasing the prestress of the bolt.
本实用新型的有益效果是: The beneficial effects of the utility model are:
1、提供了一种锚杆支护的新型带膨胀套的锚杆结构,实现高预应力的同时保证了锚杆的锚固力; 1. Provide a new type of anchor structure with expansion sleeve for anchor support, which can achieve high prestress and ensure the anchoring force of the anchor;
2、锚杆膨胀套加工简单,可重复使用的锚杆套管节省成本经济效益高; 2. The anchor rod expansion sleeve is easy to process, and the reusable anchor rod sleeve saves costs and has high economic benefits;
3、提供了较高的预应力,在同等支护条件下可减小锚杆分布密度进而减小施工工作量。 3. Higher prestress is provided, which can reduce the distribution density of bolts under the same support conditions and thus reduce the construction workload.
附图说明 Description of drawings
图1为本实用新型的结构示意图; Fig. 1 is the structural representation of the utility model;
图2为本实用新型中锚杆头把锚杆膨胀套胀开的结构示意图; Fig. 2 is the schematic diagram of the structure of the expansion sleeve of the anchor rod expanded by the anchor rod head in the utility model;
图中各标号:1-锚杆杆体,1a-锚杆头,1b-锚杆螺纹部,2-锚杆膨胀套,2a-开口槽,3-锚杆套管,4-锚杆托盘,4a-注浆孔,5-螺母。 Each label in the figure: 1-Anchor rod body, 1a-Anchor rod head, 1b-Anchor rod threaded part, 2-Anchor rod expansion sleeve, 2a-Open slot, 3-Anchor rod sleeve, 4-Anchor rod tray, 4a - grouting holes, 5 - nuts.
具体实施方式 detailed description
实施例1:如图1-2所示,一种带膨胀套的高预应力锚杆,包括锚杆杆体1、锚杆头1a、锚杆螺纹部1b、锚杆膨胀套2、开口槽2a、锚杆套管3、锚杆托盘4、注浆孔4a、螺母5; Embodiment 1: As shown in Figure 1-2, a high prestressed anchor with an expansion sleeve, including an anchor body 1, an anchor head 1a, an anchor threaded part 1b, an anchor expansion sleeve 2, and an opening groove 2a , anchor rod casing 3, anchor rod tray 4, grouting hole 4a, nut 5;
所述锚杆杆体1一端为锚杆头1a,另一端为锚杆螺纹部1b,中间依次通过锚杆膨胀套2、锚杆套管3、锚杆托盘4将锚杆杆体1套住,锚杆螺纹部1b穿过锚杆托盘4与螺母5通过螺纹连接,锚杆托盘4上设有注浆孔4a; One end of the anchor rod body 1 is the anchor rod head 1a, the other end is the anchor rod threaded part 1b, and the anchor rod body 1 is encased by the anchor rod expansion sleeve 2, the anchor rod sleeve 3, and the anchor rod tray 4 in sequence in the middle, and the anchor rod body 1 is encased in sequence. The rod threaded part 1b passes through the anchor rod tray 4 and is threadedly connected with the nut 5, and the anchor rod tray 4 is provided with a grouting hole 4a;
所述锚杆头1a为倒楔形,且其头部最大直径大于所述锚杆膨胀套2的内孔直径。 The anchor head 1a is in the shape of an inverted wedge, and the maximum diameter of the head is larger than the diameter of the inner hole of the anchor expansion sleeve 2 .
所述锚杆膨胀套2靠近锚杆头1a一端开有3个沿锚杆轴向的开口槽2a。 The anchor rod expansion sleeve 2 is provided with three opening grooves 2a along the anchor rod axial direction at one end close to the anchor rod head 1a.
实施例2:如图1-2所示,一种带膨胀套的高预应力锚杆,包括锚杆杆体1、锚杆头1a、锚杆螺纹部1b、锚杆膨胀套2、开口槽2a、锚杆套管3、锚杆托盘4、注浆孔4a、螺母5; Embodiment 2: As shown in Figure 1-2, a high prestressed anchor with an expansion sleeve, including an anchor body 1, an anchor head 1a, an anchor threaded part 1b, an anchor expansion sleeve 2, and an opening groove 2a , anchor rod casing 3, anchor rod tray 4, grouting hole 4a, nut 5;
所述锚杆杆体1一端为锚杆头1a,另一端为锚杆螺纹部1b,中间依次通过锚杆膨胀套2、锚杆套管3、锚杆托盘4将锚杆杆体1套住,锚杆螺纹部1b穿过锚杆托盘4与螺母5通过螺纹连接,锚杆托盘4上设有注浆孔4a; One end of the anchor rod body 1 is the anchor rod head 1a, the other end is the anchor rod threaded part 1b, and the anchor rod body 1 is encased by the anchor rod expansion sleeve 2, the anchor rod sleeve 3, and the anchor rod tray 4 in sequence in the middle, and the anchor rod body 1 is encased in sequence. The rod threaded part 1b passes through the anchor rod tray 4 and is threadedly connected with the nut 5, and the anchor rod tray 4 is provided with a grouting hole 4a;
所述锚杆头1a为倒楔形,且其头部最大直径大于所述锚杆膨胀套2的内孔直径。 The anchor head 1a is in the shape of an inverted wedge, and the maximum diameter of the head is larger than the diameter of the inner hole of the anchor expansion sleeve 2 .
上面结合图对本实用新型的具体实施方式作了详细说明,但是本实用新型并不限于上述实施方式,在本领域普通技术人员所具备的知识范围内,还可以在不脱离本实用新型宗旨的前提下作出各种变化。 The specific implementation of the utility model has been described in detail above in conjunction with the drawings, but the utility model is not limited to the above-mentioned implementation, and within the knowledge of those of ordinary skill in the art, it can also be used without departing from the purpose of the utility model. Make various changes below.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620018009.XU CN205475223U (en) | 2016-01-11 | 2016-01-11 | High prestressed anchorage pole of area inflation cover |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620018009.XU CN205475223U (en) | 2016-01-11 | 2016-01-11 | High prestressed anchorage pole of area inflation cover |
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| CN205475223U true CN205475223U (en) | 2016-08-17 |
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| CN201620018009.XU Expired - Fee Related CN205475223U (en) | 2016-01-11 | 2016-01-11 | High prestressed anchorage pole of area inflation cover |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108397219A (en) * | 2018-02-27 | 2018-08-14 | 山东科技大学 | Mining slip casting prestressed anchor and its application method |
| CN108951619A (en) * | 2018-09-19 | 2018-12-07 | 武大巨成结构股份有限公司 | A kind of self-locking anchor head of easy expanding and expanding method |
| CN109083668A (en) * | 2018-08-20 | 2018-12-25 | 中钢集团马鞍山矿山研究院有限公司 | A kind of grouting and reinforcing anchor pole suitable for high stress breaking surrounding rock supporting |
| CN111218931A (en) * | 2020-03-04 | 2020-06-02 | 全威 | High steadiness spud pile |
| CN111455980A (en) * | 2020-04-20 | 2020-07-28 | 浙江大学城市学院 | Prefabricated anti-floating pile structure suitable for underground engineering and construction method |
| CN112761145A (en) * | 2020-12-23 | 2021-05-07 | 苏交科集团股份有限公司 | Self-adaptive anchoring device for deformed slope and construction method thereof |
-
2016
- 2016-01-11 CN CN201620018009.XU patent/CN205475223U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108397219A (en) * | 2018-02-27 | 2018-08-14 | 山东科技大学 | Mining slip casting prestressed anchor and its application method |
| CN109083668A (en) * | 2018-08-20 | 2018-12-25 | 中钢集团马鞍山矿山研究院有限公司 | A kind of grouting and reinforcing anchor pole suitable for high stress breaking surrounding rock supporting |
| CN109083668B (en) * | 2018-08-20 | 2020-05-19 | 中钢集团马鞍山矿山研究院有限公司 | Be suitable for slip casting reinforcing stock of high stress broken country rock support usefulness |
| CN108951619A (en) * | 2018-09-19 | 2018-12-07 | 武大巨成结构股份有限公司 | A kind of self-locking anchor head of easy expanding and expanding method |
| CN108951619B (en) * | 2018-09-19 | 2022-09-02 | 武大巨成结构股份有限公司 | Easy-to-expand self-locking anchor head and hole expanding method |
| CN111218931A (en) * | 2020-03-04 | 2020-06-02 | 全威 | High steadiness spud pile |
| CN111455980A (en) * | 2020-04-20 | 2020-07-28 | 浙江大学城市学院 | Prefabricated anti-floating pile structure suitable for underground engineering and construction method |
| CN112761145A (en) * | 2020-12-23 | 2021-05-07 | 苏交科集团股份有限公司 | Self-adaptive anchoring device for deformed slope and construction method thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160817 Termination date: 20180111 |