CN206554832U - Component and the grouting cable anchor and anchor pole using the component are only starched in a kind of hole - Google Patents

Component and the grouting cable anchor and anchor pole using the component are only starched in a kind of hole Download PDF

Info

Publication number
CN206554832U
CN206554832U CN201720104844.XU CN201720104844U CN206554832U CN 206554832 U CN206554832 U CN 206554832U CN 201720104844 U CN201720104844 U CN 201720104844U CN 206554832 U CN206554832 U CN 206554832U
Authority
CN
China
Prior art keywords
metal tube
hole
block piece
anchor
component
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.)
Active
Application number
CN201720104844.XU
Other languages
Chinese (zh)
Inventor
蒋敬平
蔺增元
宋晓红
李建建
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 Anke Mine Support Technology Co Ltd
Original Assignee
Shandong Anke Mine Support Technology Co Ltd
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 Anke Mine Support Technology Co Ltd filed Critical Shandong Anke Mine Support Technology Co Ltd
Priority to CN201720104844.XU priority Critical patent/CN206554832U/en
Application granted granted Critical
Publication of CN206554832U publication Critical patent/CN206554832U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

Only slurry component and the grouting cable anchor and anchor pole using the component in a kind of hole, only slurry component includes ejector sleeve and the stop grouting plug being flexibly connected with ejector sleeve in one of which hole, and only slurry component also includes:Metal tube, metal tube abuts stop grouting plug;Block piece, block piece is sleeved on metal tube;Sealing material layer, sealing material layer be filled between cable body and metal tube and/between cable body and block piece.This only starches component by metal tube and block piece formation sealing sleeve pipe with plugging gap, and the rough surface of cable body sealing of hole sections is become into smooth surface, increases effective sealed borehole length, reduces sealing of hole difficulty, sealing of hole reliability is high;Using in grouting cable anchor or the grouted anchor bar construction of this component correct position sealing of hole can be selected according to aperture rock breakdown situation, it is to avoid crack spillage around aperture or aperture, grout mixing is expanded, the effect for reinforcing country rock is improved;This grouting cable anchor or anchor structure are simple, and processing and fabricating is convenient, and cost is low, and sealing of hole effect is good.

Description

Component and the grouting cable anchor and anchor pole using the component are only starched in a kind of hole
Technical field
The utility model is related to mine and geotechnical anchor engineering technical field, more particularly, in a kind of hole only slurry component and Using the grouting cable anchor or anchor pole of the component.
Background technology
Widely used hollow grouting cable anchor/anchor pole carries out supporting or Strengthening Tunnel and mine tunnel engineering both at home and abroad at present, The fine or not key for hollow grouting cable anchor/anchor pole quality of constructing is the good drilling of closure, and otherwise slurries are leaked outside by drilling during slip casting, shadow Ring the effect of grouting and reinforcing.Because of hollow grouting cable anchor/anchor pole in order to improve anchor force surface relief injustice caused to sealing of hole it is tired Difficulty, the cable body of such as hollow grouting cable anchor is formed using helix rib steel wire twisting, is deposited between steel wire and between steel wire rib In gap, sealing of hole is just very difficult.Drilling orifice rock is often relatively more broken under some complex geological conditions in addition, crack ratio Relatively develop, excessively poor using traditional taper stop grouting plug sealing of hole effect, slurries flow out easily by the crack around aperture, especially During using the diluter cement mortar of slurries or chemical pulp slip casting, spillage phenomenon is even more serious, does not realize anchor cable/anchor pole full length fastening The purpose of country rock is reinforced with slurries, the waste of man power and material is caused.
In order to improve sealing quality patent of invention(The patent No.:ZL201210222718.6)Grouting cable anchor is only starched in hole, is carried The technical scheme of sealing of hole in drilling is gone out, sealing of hole is to promote elastic tube by hard tube during hollow grouting cable anchor pretension, and elastic tube becomes Shape blocks the gap between gap and lock ring metal tube and drilling between elastic tube and lock ring metal tube to realize sealing of hole, It is only the closure to one end face of lock ring metal tube, due to elastic end surfaces and lock ring metal tube end face out-of-flatness, or firmly The power of pipe extruding elastic tube is not big enough, causes elastic end surfaces to there is gap with lock ring metal tube end face, and slurries are flowed into from gap Gap in elastic tube between cable body steel wire, then through being flowed out in cable body gap in rigid pipe, this hole-sealing technology difficulty is higher, can It is poor by property, there is certain sealing of hole mortality, found in practice, spillage rate is 20-30%.A kind of rubber note of utility model patent Starch anchor cable antiseepage set(Application number:201420788943.0)Propose gap between closure anchor cable steel wire and steel wire and stop grouting plug Only slurry scheme, this scheme stops slurry, the preferable situation of wall rock condition suitable for aperture.
The content of the invention
The utility model provides a kind of only slurry component, to improve sealing of hole reliability and grouting consolidation effect, additionally provides Stop the anchor cable or anchor pole of slurry component using this, the technical scheme of use is:In a kind of hole only slurry component, including ejector sleeve and with institute State the stop grouting plug of ejector sleeve flexible connection, it is characterised in that:The only slurry component also includes:Metal tube, the metal tube abuts institute State stop grouting plug;Block piece, the block piece is sleeved on the metal tube;Sealing material layer, the sealing material layer is filled in Between cable body and the metal tube between/cable body and the block piece.
The utility model, which obtains technical scheme, to be also had:In a kind of hole only slurry component, including ejector sleeve and with the ejector sleeve activity even The stop grouting plug connect, it is characterised in that:The only slurry component also includes:Metal tube, the metal tube is located at the body of rod and only starched with described Between plug;Block piece, the block piece is sleeved on the metal tube and against the stop grouting plug;Sealing material layer, it is described close Between closure material layer is filled between the body of rod and the metal tube.
Technical characteristic of the present utility model also has:The block piece is made up of rubber tube or flexible plastic tube, and external diameter is smaller In bore diameter.
Technical characteristic of the present utility model also has:The block piece is pad, steel pipe, steel wire or spring.
Technical characteristic of the present utility model also has:The ejector sleeve is made up of metal tube or plastic tube.
The technical solution of the utility model also has:A kind of grouting cable anchor, including cable body, one end of the cable body set anchorage and Pallet, it is characterised in that:The anchor cable also only starches component including being enclosed on pushing away on cable body including only being starched in hole in component, the hole Pipe and the stop grouting plug being flexibly connected with the ejector sleeve, only starching component also includes:Metal tube, the metal tube is only starched against described Plug;Block piece, the block piece is sleeved on the metal tube;Sealing material layer, the sealing material layer be filled in cable body with Between the metal tube between/cable body and the block piece.
The technical solution of the utility model also has:A kind of grouted anchor bar, including the body of rod, one end of the body of rod set nut and Pallet, it is characterised in that:Also including stopping in hole in slurry component, the hole, only slurry component is pushed away including ejector sleeve and with described the anchor pole The stop grouting plug that pipe is flexibly connected, the only slurry component also includes:Metal tube, the metal tube be located at the body of rod and the stop grouting plug it Between;Block piece, the block piece is sleeved on the metal tube and against the stop grouting plug;Sealing material layer, the sealing material The bed of material is filled between the body of rod and the metal tube.
The beneficial effects of the utility model are:This is only starched component and forms sealing sleeve pipe with block piece to seal by metal tube Stifled gap, and the rough surface of cable body sealing of hole sections is become into smooth surface, effective sealed borehole length is increased, sealing of hole is reduced Difficulty, sealing of hole reliability is high;Can be according to aperture rock breakdown feelings in being constructed using the grouting cable anchor or grouted anchor bar of this component Condition selects correct position sealing of hole, it is to avoid crack spillage around aperture or aperture, expands grout mixing, improves reinforcing and encloses The effect of rock;This grouting cable anchor or anchor structure are simple, and processing and fabricating is convenient, and cost is low, and sealing of hole effect is good.
Brief description of the drawings
Accompanying drawing 1 is grouting cable anchor structural representation, and accompanying drawing 2 is that modular construction schematic diagram is only starched in the mesopore of accompanying drawing 1, attached Fig. 3 is grouted anchor bar structural representation, and accompanying drawing 4 is that modular construction schematic diagram is only starched in the mesopore of accompanying drawing 3, and accompanying drawing 5 is accompanying drawing 2 Shown in embodiment deformation, 1- anchorages, 1 '-nut, only slurry component, 31- ejector sleeves, 32- stop grouting plugs, 33- in 2- pallets, 3- holes Sealing material layer I, 34- metal tubes, 35- block pieces, 36- sealing material layers II, 4- cable bodies, the 4 '-body of rod, 5- drillings, 6- country rocks, 7- core pipes.
Embodiment
Below in conjunction with the accompanying drawings, embodiment of the present utility model is illustrated.The utility model is disclosed first Only slurry component, including ejector sleeve 31 and the stop grouting plug 32 that is flexibly connected and abuts with ejector sleeve 31 in a kind of grouting cable anchor hole, only Slurry component also includes:Metal tube 34, is sealing material layer I 33 between metal tube 34 and cable body outside;Block piece 35, block piece 35 are sleeved on metal tube 34;Sealing material layer, sealing material layer is filled between cable body 4 and metal tube 34 and/cable body 4 Between block piece 35.
Stop grouting plug 32 is enclosed on cable body 4, between ejector sleeve 31 and block piece 35.Stop grouting plug 32 by rubber tube or Person's flexible plastic tube is made, and external diameter is slightly less than bore diameter, and stop grouting plug 32 deforms under the extruding of ejector sleeve 31 and seals the hole of drilling Gap between wall and metal tube 34.Ejector sleeve 31 is enclosed on cable body 4 or the ' of the body of rod 4, and ejector sleeve 31 is by metal tube or plastics Pipe is made, between pallet 2 and stop grouting plug 32, has some strength and the pipe of rigidity using metal tube or plastic tube etc. Son makes, and it is the extruding stop grouting plug 32 in anchorage tensioning pretension that it, which is acted on, makes stop grouting plug 32 deform to produce closure effect Really.
Block piece 35 is fixed on cable body 4 or the ' of the body of rod 4, and is connected with metal tube 34, and the position of block piece 35 is The position only starched in hole, it is, when ejector sleeve 31 extrudes stop grouting plug 32, to prevent stop grouting plug 32 from being moved along cable body or the body of rod that it, which is acted on, It is dynamic, make the deformation closure drilling of stop grouting plug 32, block piece 35 is pad, steel pipe, steel wire or spring.
Metal tube 34 is enclosed on cable body or the body of rod, adds what is formed by encapsulant inside and outside metal tube 34 between gap Sealing material layer, plays sealing function.
The invention also discloses slip casting component in a kind of grouted anchor bar hole, the component includes being enclosed on the ' of the body of rod 4 Ejector sleeve 31 and the stop grouting plug 32 being flexibly connected with ejector sleeve 31, only starching component also includes:Metal tube 34, metal tube 34 is located at bar Between the ' of body 4 and stop grouting plug 32;Block piece 35, block piece 35 is sleeved on metal tube 34 and jam-packed stop grouting plug 32;Sealing material The bed of material I 33, sealing material layer I 33 is filled between the body of rod 4 and metal tube 34.
The invention also discloses a kind of grouting cable anchor, including cable body 4, one end of cable body 4 sets anchorage and pallet 2, note Starching anchor cable, only slurry component 3 includes ejector sleeve 31 and the stop grouting plug being flexibly connected with ejector sleeve 31 also including only being starched in hole in component 3, hole 32, only starching component 3 also includes:Metal tube 34, is in sealing material layer I 33, cable body between metal tube 34 and the outside of cable body 4 Portion can also set sealing material layer II 36;Block piece 35, block piece 35 is sleeved on metal tube 34;Ejector sleeve 31 connects with pallet 2 Touch.
The utility model finally also discloses a kind of grouted anchor bar, including the ' of the body of rod 4, and the ' of the body of rod 4 one end sets nut and support Disk 2, grouting cable anchor, which also includes only starching in hole, only starches ejector sleeve 31 and and ejector sleeve that component includes being enclosed on the ' of the body of rod 4 in component, hole 31 stop grouting plugs 32 being flexibly connected, only starching component also includes:Metal tube 34, metal tube 34 be located at the ' of the body of rod 4 and stop grouting plug 32 it Between;Block piece 35, block piece 35 is sleeved on metal tube 34 and jam-packed stop grouting plug 32;Sealing material layer I 33, sealing material layer I 33 are filled between the body of rod 4 and metal tube 34.
Accompanying drawing 5 show a kind of preferred embodiment that component is only starched in grouting cable anchor hole, compared to shown in accompanying drawing 2 Embodiment, the present embodiment changes relative position relation between block piece 35 and metal tube 34, so that this grouting cable anchor is more It is easily installed.
The preferred embodiment shown in 5 illustrates the processing and installation process of this grouting cable anchor, grouting cable anchor below in conjunction with the accompanying drawings Specification is 22 × 7300mm of φ.
According to the position of sealing of hole in anchor cable protruded length and hole in the rigid core pipe inside cable body sleeve wall thickness 0.5~1.0 ㎜, long 150mm rubber tube connect rigid core pipe as the core in cable body 4 with flexible core pipe as flexible core pipe Pipe 7, then carries out the making of cable body 4.After cable body 4 completes, in cable body 4 and the steel of the grout outlet correspondence position of core pipe 7 Silk, which is sewed on, coats fluid sealant formation sealing material layer II 36, the rubber tube to form sealing material layer I 33 is put, then in sealing Cover wall thickness 4-5 ㎜, long 40mm or so block piece 35 in material layer I 33, and facility for installation and sealedly tight Close, the end of block piece 35 and metal tube 35 is mutually staggered, so, sealing material layer I 33 effectively be filled with block piece 35 with Gap between cable body 1.
Stop grouting plug 32, ejector sleeve 31 are sequentially placed into drilling by order during installation, are put pallet 2, anchorage 1 and are carried out tensioning, The exposed extruding stop grouting plug 32 of ejector sleeve 31 of drilling, stop grouting plug 32 is deformed borehole sealing by the stop of block piece 35.
The in-site installation of the present invention uses step:
The in-site installation of invention is used and illustrated by taking hollow grouting cable anchor as an example.
Beat anchor cable hole:Using anchor cable rig construction anchor cable drilling, bore diameter is between 32-40mm, and drilling depth is less than Cable body length 300mm or so.
Anchoring:The cable body 1 that resin anchoring agent is put into the interior anchor cable that drills shifts bottom hole onto, starts rig rotation cable body pair Resin is stirred, and after after hardening of resin, unloads rig.
Install:Hollow anchor cable is used after resin explosive roll end anchorage, installs stop grouting plug 32 and ejector sleeve 31, it is ensured that ejector sleeve 31 Expose drilling 50m -100mm.
Tensioning pretension:Pallet 2, anchorage 1 are installed, pallet 2 is contacted with ejector sleeve 31, tensioning is carried out with stretch-draw jack, Anchor cable pallet 2 promotes ejector sleeve 31 to be moved into drilling, while ejector sleeve 31 pushes stop grouting plug 32, stop grouting plug 32 is blocked part 35 Stop extrusion, closely knit in the borehole, so as to block the space between metal tube 34 and borehole wall, play sealing of hole Effect.Stop tensioning after the pretightning force of design is reached, unload stretch-draw jack.
Slip casting:The joint of grouting pipeline and hollow grouting cable anchor Caudal connectors are connected into carry out slip casting, slurries will Drilling, and the crack diffusion into country rock are progressively filled up, slip casting is stopped after certain value when grouting pressure reaches.
Certainly, described above is not limitation of the utility model, and the utility model is also not limited to the example above, this skill The variations, modifications, additions or substitutions that the those of ordinary skill in art field is made in essential scope of the present utility model, also belong to In protection domain of the present utility model.

Claims (7)

1. only slurry component, including ejector sleeve and the stop grouting plug that is flexibly connected with the ejector sleeve in a kind of hole, it is characterised in that:It is described to stop Slurry component also includes:Metal tube, the metal tube abuts the stop grouting plug;Block piece, the block piece is sleeved on the metal Guan Shang;Sealing material layer, the sealing material layer be filled between cable body and the metal tube and/cable body and the block piece it Between.
2. only slurry component, including ejector sleeve and the stop grouting plug that is flexibly connected with the ejector sleeve in a kind of hole, it is characterised in that:It is described to stop Slurry component also includes:Metal tube, the metal tube is located between the body of rod and the stop grouting plug;Block piece, the block piece suit On the metal tube and against the stop grouting plug;Sealing material layer, the sealing material layer is filled in the body of rod and the metal Between between pipe.
3. according to the only slurry component described in claim 1 or 2, it is characterised in that:The block piece is by rubber tube or flexible plastic Pipe is made, and external diameter is slightly less than bore diameter.
4. according to the only slurry component described in claim 1 or 2, it is characterised in that:The block piece be pad, steel pipe, steel wire or Person's spring.
5. according to the only slurry component described in claim 1 or 2, it is characterised in that:The ejector sleeve is by metal tube or plastics control Into.
6. a kind of grouting cable anchor, including cable body, one end of the cable body set anchorage and pallet, it is characterised in that:The anchor cable is also Including only slurry component in hole, only slurry component includes the ejector sleeve being enclosed on cable body and stopping of being flexibly connected with the ejector sleeve in the hole Slurry plug, only starching component also includes:Metal tube, the metal tube abuts the stop grouting plug;Block piece, the block piece is sleeved on institute State on metal tube;Sealing material layer, the sealing material layer is filled between cable body and the metal tube and/cable body and the resistance Between block piece.
7. a kind of grouted anchor bar, including the body of rod, one end of the body of rod set nut and pallet, it is characterised in that:The anchor pole is also Including stopping in hole in slurry component, the hole, only slurry component includes ejector sleeve and the stop grouting plug being flexibly connected with the ejector sleeve, described to stop Slurry component also includes:Metal tube, the metal tube is located between the body of rod and the stop grouting plug;Block piece, the block piece suit On the metal tube and against the stop grouting plug;Sealing material layer, the sealing material layer is filled in the body of rod and the metal Between pipe.
CN201720104844.XU 2017-01-24 2017-01-24 Component and the grouting cable anchor and anchor pole using the component are only starched in a kind of hole Active CN206554832U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720104844.XU CN206554832U (en) 2017-01-24 2017-01-24 Component and the grouting cable anchor and anchor pole using the component are only starched in a kind of hole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720104844.XU CN206554832U (en) 2017-01-24 2017-01-24 Component and the grouting cable anchor and anchor pole using the component are only starched in a kind of hole

Publications (1)

Publication Number Publication Date
CN206554832U true CN206554832U (en) 2017-10-13

Family

ID=60011473

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720104844.XU Active CN206554832U (en) 2017-01-24 2017-01-24 Component and the grouting cable anchor and anchor pole using the component are only starched in a kind of hole

Country Status (1)

Country Link
CN (1) CN206554832U (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109519131A (en) * 2019-01-07 2019-03-26 辽宁工程技术大学 A kind of anchoring, pore self-sealing and Sewage treatment casing certainly for cavitation jet
CN110055963A (en) * 2019-04-22 2019-07-26 北京地矿工程建设有限责任公司 A kind of water water level located underground is with the construction technology of lower bolt
CN110557958A (en) * 2018-04-03 2019-12-10 旭混凝土工业株式会社 Connector and method for manufacturing box culvert
CN110593808A (en) * 2019-09-26 2019-12-20 中国矿业大学 Grout stopping plugging device and grouting anchor cable hole sealing grout stopping method
CN112942372A (en) * 2021-02-06 2021-06-11 滁州学院 Foundation pit supporting equipment for geotechnical engineering
CN115012875A (en) * 2022-06-20 2022-09-06 中煤科工集团重庆研究院有限公司 Mining drilling and hole sealing integrated drilling machine
CN115182765A (en) * 2022-09-14 2022-10-14 北京中矿创新联盟能源环境科学研究院 Slip casting NPR anchor cable

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110557958A (en) * 2018-04-03 2019-12-10 旭混凝土工业株式会社 Connector and method for manufacturing box culvert
CN109519131A (en) * 2019-01-07 2019-03-26 辽宁工程技术大学 A kind of anchoring, pore self-sealing and Sewage treatment casing certainly for cavitation jet
CN109519131B (en) * 2019-01-07 2023-09-19 辽宁工程技术大学 Self-anchoring, self-sealing hole and waste water recovery sleeve for cavitation jet flow
CN110055963A (en) * 2019-04-22 2019-07-26 北京地矿工程建设有限责任公司 A kind of water water level located underground is with the construction technology of lower bolt
CN110593808A (en) * 2019-09-26 2019-12-20 中国矿业大学 Grout stopping plugging device and grouting anchor cable hole sealing grout stopping method
CN112942372A (en) * 2021-02-06 2021-06-11 滁州学院 Foundation pit supporting equipment for geotechnical engineering
CN112942372B (en) * 2021-02-06 2021-12-07 滁州学院 Foundation pit supporting equipment for geotechnical engineering
CN115012875A (en) * 2022-06-20 2022-09-06 中煤科工集团重庆研究院有限公司 Mining drilling and hole sealing integrated drilling machine
CN115012875B (en) * 2022-06-20 2023-06-27 中煤科工集团重庆研究院有限公司 Integrated drilling machine for mining drilling and hole sealing
CN115182765A (en) * 2022-09-14 2022-10-14 北京中矿创新联盟能源环境科学研究院 Slip casting NPR anchor cable

Similar Documents

Publication Publication Date Title
CN206554832U (en) Component and the grouting cable anchor and anchor pole using the component are only starched in a kind of hole
CN107130979A (en) A kind of shield sky pushes through the section of jurisdiction float Structure and construction method of Tunneling by mining method
CN107762532A (en) Tunnel vault band mould grouting construction method
CN109882223A (en) The method for carrying out segmenting slip casting using grouting cable anchor
CN106761835B (en) A kind of Karst Tunnel leak segmenting slip casting construction method
CN105201514B (en) A kind of water-bearing stratum shaft wall structure and construction method
CN103669346B (en) A kind of tuck inside the sleeve raft pipe and the application in landslide control
CN102704971B (en) Grouting grouting cable anchor in hole
CN109083668A (en) A kind of grouting and reinforcing anchor pole suitable for high stress breaking surrounding rock supporting
CN108301857A (en) Rock anchor
CN109268048B (en) Construction method for improving grouting quality of hollow anchor rod of tunnel anchor
CN206888996U (en) A kind of shield sky pushes through the section of jurisdiction float Structure of Tunneling by mining method
CN105422128A (en) Method for preventing goaf gas leakage in deep shaft gob-side entry driving
CN204703159U (en) Prefabricated anchor head pressure anchor wire structure
CN211692396U (en) Recoverable double-liquid mixed grouting hole sealing device for deep hole
CN202644538U (en) A grouting device used for a water-rich quicksand stratum
CN205422762U (en) Anchor rod device
CN102748048A (en) Hole wall grouting anchor cable
CN102747722B (en) Underground continuous wall joint close grouting and covering construction method and expansion rubber plug
CN102182481B (en) Anchor rope grouting-stop plug
CN213508499U (en) Narrow and small space upward formula full length bonding anchor rope downthehole segmentation of formula ends thick liquid structure
CN104564105B (en) A kind of apparatus and method of two grades of sleeve pipes of seat earth grouting and reinforcing
CN206581960U (en) The solid anchoring integral hydraulic expansion anchor pole of mining slip casting
CN105507929B (en) A kind of method that repetition applies prestressed cable bolting
CN205422775U (en) Anchor rod device

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant