UA55275U - Method for installation of injection anchors in rocks - Google Patents

Method for installation of injection anchors in rocks

Info

Publication number
UA55275U
UA55275U UAU201006604U UAU201006604U UA55275U UA 55275 U UA55275 U UA 55275U UA U201006604 U UAU201006604 U UA U201006604U UA U201006604 U UAU201006604 U UA U201006604U UA 55275 U UA55275 U UA 55275U
Authority
UA
Ukraine
Prior art keywords
pipe
installation
blast hole
binding agent
blast
Prior art date
Application number
UAU201006604U
Other languages
Russian (ru)
Ukrainian (uk)
Inventor
Геннадий Васильевич Бабиюк
Владимир Федорович Пунтус
Дмитрий Александрович Литвинов
Original Assignee
Донбасский Государственный Технический Университет
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 Донбасский Государственный Технический Университет filed Critical Донбасский Государственный Технический Университет
Priority to UAU201006604U priority Critical patent/UA55275U/en
Publication of UA55275U publication Critical patent/UA55275U/en

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

A method for installation of injection anchors in rocks includes drilling of blast-hole, placement of pipe in it, injecting into blast hole fluid polymer mass that cures with time, installation of support plate and tightening the nut. After drilling blast hole and taking out the drill from it to outer and inner ends of the tubular rod of anchor that has screw side surface one turns on rubber sleeve and rubber sealing element, respectively, with tight installation of that one to blast hole. Injection of fluid polymer mass is performed in two stages, first one injects binding agent to annular circular space between the side surfaces of the blast hole and the pipe till total filling of mounting gap and cracks in peripheral rock massif, with leaving free the inner channel of the pipe, with installation of support plate and after polymerization of binding agent one tightens the nut that is turned on directly to the pipe. After that with time the binding agent is repetitively injected through inner channel of pipe to depth of rock massif.
UAU201006604U 2010-05-31 2010-05-31 Method for installation of injection anchors in rocks UA55275U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
UAU201006604U UA55275U (en) 2010-05-31 2010-05-31 Method for installation of injection anchors in rocks

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
UAU201006604U UA55275U (en) 2010-05-31 2010-05-31 Method for installation of injection anchors in rocks

Publications (1)

Publication Number Publication Date
UA55275U true UA55275U (en) 2010-12-10

Family

ID=50738892

Family Applications (1)

Application Number Title Priority Date Filing Date
UAU201006604U UA55275U (en) 2010-05-31 2010-05-31 Method for installation of injection anchors in rocks

Country Status (1)

Country Link
UA (1) UA55275U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113529753A (en) * 2021-07-09 2021-10-22 福建省地质工程勘察院 Construction method for quickly treating collapse hillock by fast-setting high polymer grouting

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113529753A (en) * 2021-07-09 2021-10-22 福建省地质工程勘察院 Construction method for quickly treating collapse hillock by fast-setting high polymer grouting

Similar Documents

Publication Publication Date Title
CL2015002162A1 (en) System, device and procedure for dynamic testing of soil bolts, anchor bolts or rock bolt.
AR092122A1 (en) ANCHORAGE AND SEALING DEVICE AND SYSTEM AND INSERTION TOOL
GB2464064A (en) Methods and systems of installing cable for measurement of a physical parameter
EP2347097A4 (en) Injecting device, drill rig and method of rock bolting
CL2013003584A1 (en) Apparatus for injecting resin for joint use with a drilling rig in the ground anchors installation where the injector is in fluid communication with the hollowed out drilling shaft so that the resins are injected through said shaft to the bottom of the drill to fix the anchor; piercing apparatus
GB2454834B (en) Method and apparatus for top-filling a drill pipe string
CN103161484B (en) A kind of lotion fixed length anchoring support method
CN104948133A (en) Grouting plugging device suitable for high-pressure mass-flow gushing water and technology thereof
CN201588641U (en) Self-fixing internal self-closing pressure control grouting device
CN103206234B (en) Check anti-water-bursting grouting rock bolt
DK201470443A (en) Sealing device and method for sealing fractures or leaks in wall or formation surrounding tubeshaped channel
UA55275U (en) Method for installation of injection anchors in rocks
CN102182481A (en) Anchor rope grouting-stop plug
CN203007953U (en) Inflatable grouting type slurry-stopping plug for hollow grouting anchor rod
JP2020506319A (en) Injection device and injection method
CN204344064U (en) A kind of small-bore anchor shaft anchor cable fluid filling hole sealing device
CN203130032U (en) Self-reinforcing inner self-closing pressure-controlling deep hole-sealing grouter
CN104131799A (en) Artesian well sealing and blocking device
PE20140498A1 (en) RESIN SYSTEM AND ROCK ANCHOR
CN204126661U (en) A kind of intumescent grouted anchor bar
CN201155332Y (en) Dilated rubber hose hole packer
JP2014047604A (en) Resin injector for anchor embedded in concrete surface
CN102877869A (en) Grout plugging yielding tray for grouting anchor rod or anchor cable and usage method thereof
CN202039360U (en) Grout-stopping plug for anchorage cables
RU2007112905A (en) METHOD FOR DELIVERY OF LUGGING MATERIAL TO A WELL