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CN205260061U - Flexible intumescent cavity slip casting stock - Google Patents

Flexible intumescent cavity slip casting stock Download PDF

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Publication number
CN205260061U
CN205260061U CN201520956272.9U CN201520956272U CN205260061U CN 205260061 U CN205260061 U CN 205260061U CN 201520956272 U CN201520956272 U CN 201520956272U CN 205260061 U CN205260061 U CN 205260061U
Authority
CN
China
Prior art keywords
backing plate
hollow
flexible sleeve
rod body
nut
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.)
Expired - Fee Related
Application number
CN201520956272.9U
Other languages
Chinese (zh)
Inventor
尚黎明
陈佃浩
吕连勋
杜贻腾
徐开山
吴帅
段会玲
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shandong University of Science and Technology
Original Assignee
Shandong University of Science and Technology
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shandong University of Science and Technology filed Critical Shandong University of Science and Technology
Priority to CN201520956272.9U priority Critical patent/CN205260061U/en
Application granted granted Critical
Publication of CN205260061U publication Critical patent/CN205260061U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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  • Piles And Underground Anchors (AREA)

Abstract

本实用新型公开了一种柔性膨胀型中空注浆锚杆,包括中空杆体、柔性套筒、锥形垫板、螺母和止浆塞,其特征在于,所述的中空杆体外部设有外螺纹,其顶部和中部设有出浆孔,尾端安装有止浆塞;所述的柔性套筒是用土工模袋一次加工成型,其上等间距分布有半球状凸起,柔性套筒套在中空杆体外侧,尾部与锥形垫板通过螺栓连接;所述的锥形垫板和螺母通过内螺纹安装在中空杆体尾部,其中,螺母位于锥形垫板外侧。本实用新型有效增大了锚杆与围岩之间的摩擦力,而且结构简单,成本低,组装方便,施工效率高。

The utility model discloses a flexible expansion type hollow grouting anchor rod, which comprises a hollow rod body, a flexible sleeve, a tapered backing plate, a nut and a grout stopper, and is characterized in that the hollow rod body is provided with external threads, Its top and middle are provided with a slurry hole, and a slurry stopper is installed at the end; the flexible sleeve is formed by one-time processing with a geotechnical mold bag, and hemispherical protrusions are distributed on it at equal intervals, and the flexible sleeve is set in the hollow Outside the rod body, the tail is connected to the tapered backing plate through bolts; the tapered backing plate and the nut are mounted on the tail of the hollow rod body through internal threads, wherein the nut is located outside the tapered backing plate. The utility model effectively increases the frictional force between the anchor rod and the surrounding rock, and has the advantages of simple structure, low cost, convenient assembly and high construction efficiency.

Description

A kind of flexible expansion type hollow grouting anchor
Technical field
The utility model relates to the grouted anchor bar of using in ground support engineering, relates in particular to a kind of flexible expansion type hollow grouting anchor.
Background technology
In the Geotechnical Engineerings such as mine working, side slope, foundation ditch, tunnel, for preventing that the country rock unstability that deforms from jeopardizing production safety, need to reinforce country rock, wherein, suspension roof support is a kind of main support form.
Common grouted anchor bar in current most of Geotechnical Engineering, although can play the effect that improves geological conditions, transfers self in support engineering, its support capacity is inadequate at the more geological conditions end of fragmented rock body, easily occurs slip phenomenon. For overcoming the deficiency of traditional grouted anchor bar, in engineering application, some novel slurry filling anchor poles are there are. As patent CN204357464U, its body of rod is the high-intensity hollow body of rod, has screw thread on the body of rod, and stronger anchor force can be provided, but the frictional force between the body of rod and rock stratum can not be effectively provided; Patent CN204457825U, mining common hollow grouting anchor inner circular column drain casting hole is modified to a diameter hollow injected hole, large diameter hole is divided into a bulging column drain casting hole and two the symmetrical incomplete drain casting of crescent column holes, its slip casting efficiency is got a promotion, strengthened to a certain extent the coagulation to country rock, but the anchoring ability strengthening only according to raising slip casting efficiency is limited. In sum, existing grouted anchor bar is in the time that anchor bar body meets intensity needs, and frictional force required between anchor bar body and country rock can not be guaranteed.
Utility model content
For overcoming the hypodynamic defect that rubs between existing grouted anchor bar and country rock, the utility model provides a kind of flexible expansion type hollow grouting anchor, has effectively improved the anchoring effect of anchor pole.
For achieving the above object, the technical solution of the utility model is: a kind of flexible expansion type hollow grouting anchor, comprise hollow lever, flexible sleeve, taper backing plate and nut, it is characterized in that, described hollow lever outside is provided with external screw thread, its top and middle part are provided with slurry outlet, and tail end is provided with stop grouting plug; Described flexible sleeve is that its equal intervals is distributed with hemispherical protuberances with the moulding of geotechnical fabric bag time processing, and flexible sleeve is enclosed within hollow lever outside, and afterbody and taper backing plate are bolted; Described taper backing plate and nut are arranged on hollow lever afterbody by internal thread, and wherein nut is positioned at taper backing plate outside.
The utlity model has following advantage: treat that slip casting completes, flexible sleeve complete expansion, extruding surrounding rock body, has enlarged markedly the frictional force between anchor pole and country rock; Flexible sleeve has water penetration, oozes out pouring into excessive moisture after cement mortar, reduces rapidly the ratio of mud, accelerates the rate of set of cement mortar, increases its intensity; Simple in structure, easy to assembly, cost is low, and efficiency of construction is high.
Brief description of the drawings
Fig. 1 is the structural representation of a kind of flexible expansion type of the utility model hollow grouting anchor.
Marginal data: 1-hollow lever; 2-external screw thread; 3-slurry outlet; 4-flexible sleeve; 5-hemispherical protuberances; 6-taper backing plate; 7-nut; 8-bolt; 9-stop grouting plug.
Detailed description of the invention
A kind of flexible expansion type hollow grouting anchor as shown in Figure 1, comprise hollow lever 1, flexible sleeve 4, taper backing plate 6 nuts 7 and stop grouting plug 9, it is characterized in that, described hollow lever 1 outside is provided with external screw thread 2, its top and middle part are provided with slurry outlet 3, and tail end is provided with stop grouting plug 9; Described flexible sleeve 4 is that its equal intervals is distributed with hemispherical protuberances 5 with the moulding of geotechnical fabric bag time processing, and flexible sleeve 4 is enclosed within hollow lever 1 outside, and afterbody is connected by bolt 8 with taper backing plate 6; Described taper backing plate 6 and nut 7 are arranged on hollow lever 1 afterbody by internal thread, and wherein nut 7 is positioned at taper backing plate 6 outsides.

Claims (1)

1.一种柔性膨胀型中空注浆锚杆,包括中空杆体、柔性套筒、锥形垫板、螺母和止浆塞,其特征在于,所述的柔性套筒是用土工模袋一次加工成型,其上等间距分布有半球状凸起,柔性套筒套在中空杆体外侧,尾部与锥形垫板通过螺栓连接。 1. A flexible expansion type hollow grouting anchor rod, comprising a hollow rod body, a flexible sleeve, a tapered backing plate, a nut and a grout stopper, it is characterized in that the flexible sleeve is formed by one-time processing with a geotechnical mold bag , with hemispherical protrusions distributed at equal intervals on it, the flexible sleeve covers the outside of the hollow rod body, and the tail part is connected with the tapered backing plate through bolts.
CN201520956272.9U 2015-11-26 2015-11-26 Flexible intumescent cavity slip casting stock Expired - Fee Related CN205260061U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520956272.9U CN205260061U (en) 2015-11-26 2015-11-26 Flexible intumescent cavity slip casting stock

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520956272.9U CN205260061U (en) 2015-11-26 2015-11-26 Flexible intumescent cavity slip casting stock

Publications (1)

Publication Number Publication Date
CN205260061U true CN205260061U (en) 2016-05-25

Family

ID=56001591

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520956272.9U Expired - Fee Related CN205260061U (en) 2015-11-26 2015-11-26 Flexible intumescent cavity slip casting stock

Country Status (1)

Country Link
CN (1) CN205260061U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107905826A (en) * 2017-12-11 2018-04-13 三峡大学 One kind fills sand expansion anchor rod
CN110107326A (en) * 2019-06-26 2019-08-09 张亚歌 A kind of flexible roof bolt
CN113530587A (en) * 2021-06-30 2021-10-22 李爽 Mechanical linkage anti-pulling anchor rod
CN114320410A (en) * 2021-11-25 2022-04-12 淮北矿业股份有限公司 An anti-pull grouting bolt for deep roadway

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107905826A (en) * 2017-12-11 2018-04-13 三峡大学 One kind fills sand expansion anchor rod
CN107905826B (en) * 2017-12-11 2023-11-21 三峡大学 Sand filling expansion anchor rod
CN110107326A (en) * 2019-06-26 2019-08-09 张亚歌 A kind of flexible roof bolt
CN113530587A (en) * 2021-06-30 2021-10-22 李爽 Mechanical linkage anti-pulling anchor rod
CN114320410A (en) * 2021-11-25 2022-04-12 淮北矿业股份有限公司 An anti-pull grouting bolt for deep roadway

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Legal Events

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

Granted publication date: 20160525

Termination date: 20161126

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