CN106703850A - Novel hydraulic expanded recyclable anchor rod - Google Patents

Novel hydraulic expanded recyclable anchor rod Download PDF

Info

Publication number
CN106703850A
CN106703850A CN201510773096.XA CN201510773096A CN106703850A CN 106703850 A CN106703850 A CN 106703850A CN 201510773096 A CN201510773096 A CN 201510773096A CN 106703850 A CN106703850 A CN 106703850A
Authority
CN
China
Prior art keywords
anchor rod
petal
anchor pole
shaped sleeve
novel hydraulic
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
Application number
CN201510773096.XA
Other languages
Chinese (zh)
Inventor
张培森
赵亚鹏
武守鑫
李凯
阚忠辉
赵仕钧
苗旺
王嘉伟
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 CN201510773096.XA priority Critical patent/CN106703850A/en
Publication of CN106703850A publication Critical patent/CN106703850A/en
Pending legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The invention provides a novel hydraulic expanded recyclable anchor rod, and belongs to the field of supporting of roadways. The novel hydraulic expanded recyclable anchor rod is mainly characterized in that an expanded petal-shaped sleeve is arranged nearby a top end of the anchor rod, the upper part of the petal-shaped sleeve is formed by connecting three arc-shaped petal pieces distributed in the peripheral direction, an included angle between two ends of each arc-shaped petal piece corresponding to the axis of the petal-shaped sleeve is 120 degrees, the lower part of the petal-shaped sleeve is still a common sleeve, the whole petal-shaped sleeve sleeves the anchor rod, the upper end and the lower end of the petal-shaped sleeve are respectively in contact with an expansion-assisting anchor rod head and a top support plate; the top support plate is positioned above retractable supports; the lower ends of the retractable supports are connected with a hydraulic cavity; and the hydraulic cavity penetrates in a rod body and is connected with a dual-purpose valve at the bottom of the anchor rod. A plurality of annular support plates which are connected with the retractable supports are arranged on the rod body of the anchor rod and positioned between a supporting plate and the petal-shaped sleeve, and included angles which are 120 degrees are formed among the three retractable supports connected with the annular supporting plates in each group. The novel hydraulic expanded recyclable anchor rod is convenient to construct and low in requirements of mounting precision; grouting is not required; the novel hydraulic expanded recyclable anchor rod can be recycled after being used; and the usage rate is increased.

Description

A kind of novel hydraulic expanding type recoverable anchor rod
Technical field
The present invention relates to the Roadway Support Technology field in digging up mine, and in particular to a kind of novel hydraulic expanding type recoverable anchor rod.
Background technology
Suspension roof support refers to a kind of its support reinforcement mode used in the construction of the earth's surface engineering and tunnel, stope etc. such as side slope, ground deep basal pit underground chamber, is especially widely used in current mining support field.Roofbolt specifically is made with metalwork, wooden piece, polymer member or other materials, is squeezed into earth's surface rock mass or the pre-drilled hole of chamber surrounding rock body, using its head, the special tectonic of the body of rod and afterbody supporting plate(Also can be without), or depend on cohesive action to be combined together country rock and rock mass stability and produce suspension effectiveness, combination beam effect, reinforcing effect, to reach the purpose of supporting.Presently used various anchor poles, requirement for installing is higher, relate generally to the aspects such as precision, the cooperation of parameters, the moment of torsion of rig of drilling, tunnel adaptability for various complex situations is poor, the construction of suspension roof support is very difficult especially when construction environment is very severe, other some anchor poles need just to be can be used after waiting slurry solidification, and not recyclable, cause waste.
The content of the invention
High for current most rockbolt installation requirements, geological conditions bad adaptability need to carry out slip casting, the problems such as not recyclable, it is an object of the invention to provide a kind of new hydraulic buckling type recoverable anchor rod.
The purpose of the present invention is achieved through the following technical solutions:
A kind of novel hydraulic expanding type recoverable anchor rod, including dual-purpose valve 1(It is made up of check valve and feather valve), nut 2, supporting plate 3, hydraulic cavities 4, annular support plate 5, telescopic prop 6 and 8, anchor pole 7, top bracing plate| 9, flap sleeve pipe 10, help swollen anchor pole first 11.It is mainly characterized by:It is provided near the top of anchor pole 7 with certain thickness expansion type flap sleeve pipe 10(Flap sleeve pipe is made up of the larger special material of rigidity, can self-resetting after telescopic prop pressure release),The top of flap sleeve pipe 10 is made up of the three arc valve parts docking being along the circumferential direction distributed,The angle of each arc valve part two ends correspondence flap casing axis is 120 °,Bottom is still ordinary casing,Whole flap sleeve pipe 10 is enclosed within anchor pole 7,Flap sleeve pipe it is upper,Lower end contacts with swollen anchor pole first 11 and top bracing plate| 9 is helped respectively,It is conically shaped body to help swollen anchor pole first 11,In order to ensure to help in the first 11 bottom insertion flap sleeve pipe 10 of swollen anchor pole,The internal diameter of the arc valve part of the external diameter and the upper end of flap sleeve pipe 10 that help first 11 bottom of swollen anchor pole is set to match,Top bracing plate| 9 is located on telescopic prop 8,The lower end of telescopic prop 8 is connected with hydraulic cavities 4,Hydraulic cavities 4 connect dual-purpose valve 1 through the body of rod is interior,Outside liquid can be injected by dual-purpose valve 1,And pressure release can be carried out by dual-purpose valve 1,The connection anchor pole of dual-purpose valve 1 end.Multigroup annular support plate 5 being connected with telescopic prop 6 is disposed with anchor rod body between supporting plate 3 and flap sleeve pipe 10, every group of annular support plate is made up of three annular support plates being along the circumferential direction distributed, and it is mutually 120 ° of angles between three telescopic props being connected with annular support plate in every group, zigzag improved mat is equipped with outside described annular support plate, with increasing friction force.
The beneficial effects of the invention are as follows:
Anchor pole is put into and drills and reach specified location, slip casting need not be carried out, both sides effect is produced by hydraulic pressure, on the one hand, constantly flap sleeve pipe is pushed up upwards by top bracing plate| telescopic prop at the top of anchor pole, make three arc valve parts of flap sleeve pipe through helping swollen anchor pole head constantly to be expanded after acting on, increase the frictional force of anchor pole and rock mass;Annular support plate in the middle part of another aspect anchor pole produces larger frictional force under hydraulic action with rock mass, so as to ensure the rock tight, wedge fit of annular support plate and drilling surrounding.The stress of anchor pole is effectively dispersed to its four anchoring positions by the effect of these two aspects, and can carry out pressure release after tunnel is scrapped reuses anchor recovering.
Brief description of the drawings
Fig. 1 is the front view of novel hydraulic expanding type recoverable anchor rod.
Fig. 2 is A-A profiles.
Fig. 3 is B-B profiles.
Wherein 1 is dual-purpose valve;2 is nut;3 is supporting plate;4 is hydraulic cavities;5 is annular support plate;6th, 8 is telescopic prop;7 is anchor pole;9 is top bracing plate|;10 is flap sleeve pipe;11 is to help swollen anchor pole head.
Specific embodiment
The present invention is further discussed below below in conjunction with accompanying drawing.
With reference to the accompanying drawings 1, a kind of novel hydraulic expanding type recoverable anchor rod, including main anchor pole 7, it is mainly characterized by anchor pole top and is provided with expansion type flap sleeve pipe 10, flap sleeve pipe top is to help swollen anchor pole first 11, bottom is top bracing plate| 9, top bracing plate| is located on telescopic prop 8, the anchor pole other end is provided with supporting plate 3, and the peripheral hardware nut 2 of supporting plate 3, anchor pole middle part is also provided with telescopic prop 6, the upper end of telescopic prop 6 connects annular support plate 5, lower end connects hydraulic cavities 4, and hydraulic cavities 4 connect the end of anchor pole 7 through connection dual-purpose valve 1 in the body of rod, dual-purpose valve 1.Anchor pole is put into drilling and specified location is reached, outside liquid injects hydraulic cavities by dual-purpose valve 1, subsequent telescopic prop 6, 8 prop up annular support plate 5 and flap sleeve pipe 10 respectively, constantly motion is softened flap sleeve pipe 10 after helping first 11 effect of swollen anchor pole upwards, then rock mass is touched, increase the frictional force of anchor pole and rock mass, the annular support plate 5 at middle part also produces pressure in the presence of telescopic prop 6 to rock mass, make to produce larger frictional force between anchor pole and rock mass, pressure release can be carried out by dual-purpose valve 1 after tunnel is scrapped, annular support plate 5 and flap sleeve pipe 10 reset respectively, anchor recovering can be carried out to use next time.
Described 5 groups of numbers of annular support plate can be set according to actually required rock-bolt length, and three groups are only illustrated herein.
Described annular support plate 5 is externally provided with zigzag improved mat, with increasing friction force.

Claims (3)

1. a kind of novel hydraulic expanding type recoverable anchor rod, it is characterised in that anchor pole(7)Upper end is provided with and helps swollen anchor pole head (11), and the other end is provided with supporting plate (3), supporting plate(3)It is externally provided with nut(2), hydraulic cavities are provided with inside anchor pole(4), hydraulic cavities(4)Bottom connects dual-purpose valve(1), hydraulic cavities middle part and top connect telescopic prop respectively(6)With(8), telescopic prop(8)Top bracing plate| is arranged at top(9), it is flap sleeve pipe on top bracing plate|(10), telescopic prop (6) upper end connects annular support plate (5), and annular support plate (5) is externally provided with zigzag improved mat.
2. a kind of novel hydraulic expanding type recoverable anchor rod according to claim 1, it is characterised in that anchor pole top is provided with and helps swollen anchor pole head (11) and the flap sleeve pipe (10) can to carry out expansion anchoring.
3. a kind of novel hydraulic expanding type recoverable anchor rod according to claim 1, it is characterised in that anchor pole middle part is provided with multigroup annular support plate (5), and every group of three telescopic props being connected with annular support plate(6)Between be mutually 120 ° of angles.
CN201510773096.XA 2015-11-13 2015-11-13 Novel hydraulic expanded recyclable anchor rod Pending CN106703850A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510773096.XA CN106703850A (en) 2015-11-13 2015-11-13 Novel hydraulic expanded recyclable anchor rod

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510773096.XA CN106703850A (en) 2015-11-13 2015-11-13 Novel hydraulic expanded recyclable anchor rod

Publications (1)

Publication Number Publication Date
CN106703850A true CN106703850A (en) 2017-05-24

Family

ID=58918303

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510773096.XA Pending CN106703850A (en) 2015-11-13 2015-11-13 Novel hydraulic expanded recyclable anchor rod

Country Status (1)

Country Link
CN (1) CN106703850A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107514271A (en) * 2017-10-10 2017-12-26 中国铁建重工集团有限公司 A kind of section of jurisdiction grabbing device and duct piece assembling machine
CN109322234A (en) * 2018-10-22 2019-02-12 广州鹏兴科技有限公司 One kind being based on laborsaving angle road construction road surface grooving apparatus
CN112814608A (en) * 2021-01-05 2021-05-18 中国电建集团华东勘测设计研究院有限公司 Plugging device for confined water drilling hole and plugging construction method

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2093241U (en) * 1991-04-29 1992-01-15 阳泉市标准件厂 Recoverable expanding anchor bar for tunnel timbering
CN2554353Y (en) * 2002-06-19 2003-06-04 西山煤电集团公司西铭矿 Expansion anchor rod with telescopic rod
CN201377333Y (en) * 2009-04-02 2010-01-06 唐忠明 Expansion type recyclable rock bolt
CN103103989A (en) * 2011-11-12 2013-05-15 杨学祥 End-expansive recoverable anchor rod
CN104165800A (en) * 2014-07-28 2014-11-26 辽宁省水利水电科学研究院 Expandable bolt for roller compacted concrete in-situ shear test
CN204370418U (en) * 2014-12-31 2015-06-03 西安科技大学 A kind of hydraulic buckling anchor pole
CN205297608U (en) * 2015-11-13 2016-06-08 山东科技大学 Novel recoverable stock of hydraulic pressure inflation formula

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2093241U (en) * 1991-04-29 1992-01-15 阳泉市标准件厂 Recoverable expanding anchor bar for tunnel timbering
CN2554353Y (en) * 2002-06-19 2003-06-04 西山煤电集团公司西铭矿 Expansion anchor rod with telescopic rod
CN201377333Y (en) * 2009-04-02 2010-01-06 唐忠明 Expansion type recyclable rock bolt
CN103103989A (en) * 2011-11-12 2013-05-15 杨学祥 End-expansive recoverable anchor rod
CN104165800A (en) * 2014-07-28 2014-11-26 辽宁省水利水电科学研究院 Expandable bolt for roller compacted concrete in-situ shear test
CN204370418U (en) * 2014-12-31 2015-06-03 西安科技大学 A kind of hydraulic buckling anchor pole
CN205297608U (en) * 2015-11-13 2016-06-08 山东科技大学 Novel recoverable stock of hydraulic pressure inflation formula

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107514271A (en) * 2017-10-10 2017-12-26 中国铁建重工集团有限公司 A kind of section of jurisdiction grabbing device and duct piece assembling machine
CN109322234A (en) * 2018-10-22 2019-02-12 广州鹏兴科技有限公司 One kind being based on laborsaving angle road construction road surface grooving apparatus
CN112814608A (en) * 2021-01-05 2021-05-18 中国电建集团华东勘测设计研究院有限公司 Plugging device for confined water drilling hole and plugging construction method

Similar Documents

Publication Publication Date Title
CN104533482B (en) A kind of reinforcement means improving gob side entry driving fender stability
CN104389628B (en) Landslide location tunnel reinforcement device and reinforced construction method
CN103590845B (en) A kind of Impact-resistant interval grouting cable anchor and using method thereof
CN103485808B (en) Electro-osmosis home position modified roadway anchoring method of underground swelling soft rock
CN103557012B (en) A kind of roadway with large deformation wall rock grouting fastening carrying structure and construction method
CN101915108A (en) Method for controlling floor heave of dynamic pressure tunnel
CN204511478U (en) A kind of self-feeding anchor pile structure
CN105971640A (en) Strengthening method for gob-side entrydriving narrow coal pillar
CN205117379U (en) Let pressure stock from advancing formula large deformation
CN106703850A (en) Novel hydraulic expanded recyclable anchor rod
CN204532363U (en) The built-up arch suspension device in tunnel
CN205297608U (en) Novel recoverable stock of hydraulic pressure inflation formula
CN204370418U (en) A kind of hydraulic buckling anchor pole
CN204572026U (en) A kind of Multifunctional anchor rod device
CN206448830U (en) A kind of self-advancing type Hollow non-metallic screw thread reinforced resin anchor pole
CN203584447U (en) Anti-impact interval grouting anchor cable
CN206397531U (en) A kind of novel slurry filling anchor pole
CN103670438A (en) Novel high-strength and high-deformation piston type inverted arch
CN107237645A (en) A kind of improved Self-propelled grouting anchoring-bolt
CN207159937U (en) A kind of concrete watertight wall joint
CN103498685B (en) Very soft rock roadway base plate and two helps release window supporting device
CN207297057U (en) It is a kind of have the function of from into scissors grouted anchor bar
CN206338081U (en) A kind of novel hydraulic expansion anchor rod
CN207161132U (en) A kind of recyclable microexplosion formula expansion grouted anchor bar in part
CN203499710U (en) Electro-osmosis method in-situ modification roadway anchoring structure of underground swelling soft rock

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

Application publication date: 20170524

RJ01 Rejection of invention patent application after publication