CN1888326A - Two-purpose boring bar and hole-protecting casing soil anchor bolt boring technology - Google Patents

Two-purpose boring bar and hole-protecting casing soil anchor bolt boring technology Download PDF

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Publication number
CN1888326A
CN1888326A CN 200610047304 CN200610047304A CN1888326A CN 1888326 A CN1888326 A CN 1888326A CN 200610047304 CN200610047304 CN 200610047304 CN 200610047304 A CN200610047304 A CN 200610047304A CN 1888326 A CN1888326 A CN 1888326A
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CN
China
Prior art keywords
drilling rod
augers
drilling
reversal connection
hole
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
CN 200610047304
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Chinese (zh)
Inventor
张成金
王家伟
王鸿祥
陈日宏
王笑二
王建明
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.)
ZHONGYE SHENKAN ENGINEERING TECHNOLOGY Co Ltd
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ZHONGYE SHENKAN ENGINEERING TECHNOLOGY Co Ltd
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Filing date
Publication date
Application filed by ZHONGYE SHENKAN ENGINEERING TECHNOLOGY Co Ltd filed Critical ZHONGYE SHENKAN ENGINEERING TECHNOLOGY Co Ltd
Priority to CN 200610047304 priority Critical patent/CN1888326A/en
Publication of CN1888326A publication Critical patent/CN1888326A/en
Pending legal-status Critical Current

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Abstract

The present invention relates to an earth anchor rod hole-forming process whose drill pipe can be used as hole-protecting sleeve. Said hole-forming process includes hole-forming drilling process step, it utilizes the drilling tool with auger-drill head, and adopts wet drilling method or dry drilling method to make drilling operation. Said drilling tool with auger-drill head is composed of auger-drill head, tool joint box and pin, drill pipe and drill pipe joint. Said invention also provides the concrete steps of said hole-forming process and its operation method.

Description

The soil anchor bolt pore-forming technique of drilling rod double as guard aperture sleeve pipe
(1) technical field
The invention belongs to the geotechnical engineering field, specifically relate to anchor pole in a kind of foundation pit supporting project (rope) pore-forming technique.
(2) background technology
In geotechnical engineering, the anchoring of extensive use, particularly in the foundation ditch slope protection works, soil anchor bolt (rope) technology is occupied critical positions, and it combines with various slope protection pile becomes the effective means of control lateral displacement in the soil excavation construction.But for a long time, because the complexity of soil layer, most of stratum easily caves in and is difficult for pore-forming, brings very big difficulty for anchor pole (rope) construction.In hole ground anchor (rope) construction of collapsing two kinds of methods are arranged at present: a kind of is pipe anchor rod, and drilling rod double as anchor pole is stayed in the hole.Construction cost and construction costs have been improved; Another kind method is to advance with managing and protecting hole drill, this kind method complex procedures, and efficient is low.
(3) summary of the invention
Purpose of the present invention is anchor pole (rope) pore-forming technique that a kind of drilling rod double as guard aperture sleeve pipe is provided on the stratum, hole of collapsing.This technology can improve efficiency of construction, reduces construction cost and improve anchoring quality.
The technical scheme that adopts is:
The soil anchor bolt pore-forming technique of drilling rod double as guard aperture sleeve pipe comprises the steps:
1, pore-forming creeps into.Pore-forming creeps into the compaction rate of looking the stratum can adopt two kinds of methods:
(1) wet brill method pore-forming.Employing has the drilling tool of augers, sends into flushing liquor (cement paste or clear water) in drilling rod, is carried out to hole drill and advances, to desired location.Then drilling rod is stayed in the hole as interim guard aperture sleeve pipe, promptly drilling rod double as guard aperture sleeve pipe uses.
(2) dry drill method pore-forming.Adopt the drilling tool of band augers, the flushing liquor dry drill method pore-forming of not bothering to see me out creeps into, and to desired location, then drilling rod is stayed in the hole as interim guard aperture sleeve pipe.
2, anchor pole (rope) contacts or docks with augers.With anchor pole (rope) or have the anchor pole (rope) that docks locking device and send into from drill pipe bore, when the front end of anchor pole (rope) contacts with augers, or the connector in the butt joint locking device insertion augers, just automatically lock, block the jail after the contact, augers and anchor pole (rope) are connected as a single entity.
3, drilling rod is proposed.After anchor pole (rope) and augers are determined to contact or dock, be about to drilling rod and from take off (or lifting from) with the augers junction is counter after, whole drilling rods proposed, augers is stayed in the hole with anchor pole (rope) as the enlarged footing of anchor pole (rope).
4, slip casting.When adopting wet brill method, creep into and do not need other slip casting owing to send into cement paste; When adopting dry drill method, need to send into Grouting Pipe simultaneously sending into anchor pole (rope), carry out follow-up slip casting.
The present invention has following advantage:
1, efficiency of construction height.On the stratum, hole of collapsing because drilling rod double as guard aperture sleeve pipe compares with follow-up casing pipe hole forming method and saved the sleeve pipe follow-up and sleeve pipe withdraws from operation, realized that the pore-forming rate of penetration is fast, anchor pole (rope) send into butt joint soon and drilling rod withdraw from soon, efficiency of construction is improved greatly.
2, construction cost is low.Owing to select for use rod iron or steel strand to greatly reduce cost than pipe anchor rod as anchoring material.
3, because anchor pole (rope) front end has adopted augers as enlarged footing, improved the supporting capacity of anchor pole (rope) greatly.
(4) description of drawings
Fig. 1 is a kind of drilling tool structure schematic diagram in the technology of the present invention.
Fig. 2 is a kind of anchor pole (rope) and augers docking structure schematic diagram in the technology of the present invention.
(5) specific embodiment
Embodiment one
The soil anchor bolt pore-forming technique of drilling rod double as guard aperture sleeve pipe comprises the steps:
1, pore-forming creeps into, with the drilling tool that has augers (as shown in Figure 1), the drilling tool that has an augers by augers 1, female easily reversal connection hand (or female plug catcher) 2, public easily reversal connection hand (or male plug catcher) 3, drilling rod 4, drilling rod catcher 5 and augers 1 endoporus fixedly lock tube 6 form.Female easily reversal connection hand 2 is fixedlyed connected with augers 1 rear end, and public easily reversal connection hand 3 is fixedlyed connected with the drilling rod front end; Spin between the easy reversal connection hand of male and female, drilling rod 4 is connected to form by a plurality of drilling rod catchers 5 of a plurality of internal flush drill pipe 4 usefulness.
2, when the drilling tool that has augers creeps into desired location, the anchor pole (rope) that will have butt joint locking head assembly is sent into (as shown in Figure 2) from drill pipe bore.Butt joint locking head assembly is made up of tapered end 7, three card keys 8 and solid rope slocket 9.Have 10, three cards of three keyways key 8 to be installed in respectively in three keyways 10 on the tapered end 7, the front end of three card keys 8 is connected with tapered end 7 by bearing pin 14 respectively.Be equiped with shell fragment 11 respectively in three keyways 10, an end of shell fragment 11 is fixedly connected with corresponding card key 8, and the other end is then replaced in keyway 10 bottoms.Tapered end 7 rear ends are connected with solid rope slocket 9, Gu the fixing many anchor cables (rod iron or steel strand) 12 of rope slocket 9 other ends.When tapered end 7 inserted the lock tube 6 of augers 1, three card keys 8 opened at once and block, and tapered end 7 can not withdraw from.
3, drilling rod withdraws from.After affirmation anchor pole (rope) docks with augers 1 and blocks the jail, drilling rod from counter the taking off of easy reversal connection hand (or grafting hand place) (or raising), is all proposed drilling rod then, anchor pole (rope) and augers are stayed in the hole.
Embodiment two
Processing step and embodiment one that embodiment two is adopted are basic identical, and difference is that anchor pole (rope) 12 is rod iron or steel strand, is equiped with Grouting Pipe 13 in anchor pole (rope) 12 endoporus.

Claims (4)

1, the soil anchor bolt pore-forming technique of drilling rod double as guard aperture sleeve pipe comprises pore-forming drilling process step, and with the drilling tool that has augers, the wet brill method of employing is crept into or dry drill method creeps into; It is characterized in that: the drilling tool of band augers is made up of augers (1), female easily reversal connection hand (2), public easily reversal connection hand (3), drilling rod (4) and drilling rod catcher (5); Female easily reversal connection hand (2) is fixedlyed connected with augers (1) rear end, and public easily reversal connection hand (3) is fixedlyed connected with drilling rod (4) front end; Be threaded between the easy reversal connection hand of male and female; The drilling tool pore-forming that has augers creeps into desired location, and drilling rod is stayed in the hole as interim guard aperture sleeve pipe; Anchor cable (12) or the anchor cable (12) that has butt joint locking head assembly are sent into from drilling rod (4) endoporus, pawnshop rope (12) front end contact with augers or the lock tube of the butt joint locking head assembly of anchor cable (12) and augers (1) endoporus locking after, drilling rod (4) from easy reversal connection hand of mother (2) and public easily counter taking off between the reversal connection hand (3), is all proposed drilling rod (4) then.
2, the soil anchor bolt pore-forming technique of drilling rod double as guard aperture sleeve pipe according to claim 1, the butt joint locking head assembly that it is characterized in that described anchor pole is made up of tapered end (7), a plurality of card key (8) and solid latching connector (9), a plurality of keyways (10) are arranged on the tapered end (7), a plurality of card keys (8) are installed in respectively in a plurality of keyways (10), and the front end of a plurality of card keys (8) is connected with tapered end (7) by bearing pin respectively; In each keyway (10), be equiped with shell fragment (11), an end of shell fragment (11) and corresponding card key (8) connection, the other end is then freely replaced at keyway (10) at the end, and tapered end (7) rear end is connected with solid rope slocket (9).
3, the soil anchor bolt pore-forming technique of drilling rod double as guard aperture sleeve pipe according to claim 2 is characterized in that being fixedly connected with many anchor cables (12) on the described solid rope slocket (9).
4, the soil anchor bolt pore-forming technique of drilling rod double as guard aperture sleeve pipe according to claim 2 is characterized in that described anchor cable (12) is rod iron or steel strand.
CN 200610047304 2006-07-26 2006-07-26 Two-purpose boring bar and hole-protecting casing soil anchor bolt boring technology Pending CN1888326A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200610047304 CN1888326A (en) 2006-07-26 2006-07-26 Two-purpose boring bar and hole-protecting casing soil anchor bolt boring technology

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200610047304 CN1888326A (en) 2006-07-26 2006-07-26 Two-purpose boring bar and hole-protecting casing soil anchor bolt boring technology

Publications (1)

Publication Number Publication Date
CN1888326A true CN1888326A (en) 2007-01-03

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CN 200610047304 Pending CN1888326A (en) 2006-07-26 2006-07-26 Two-purpose boring bar and hole-protecting casing soil anchor bolt boring technology

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CN (1) CN1888326A (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101899987A (en) * 2010-01-25 2010-12-01 孔祥清 Coal mine roadway deep support construction method
CN102080377A (en) * 2010-12-13 2011-06-01 张继红 Composite anchor rod and guide construction method thereof
CN103277122A (en) * 2013-05-30 2013-09-04 湖南科技大学 Method for drilling anchor rod hole and anchoring anchor rod in broken roof
CN103410542A (en) * 2013-08-08 2013-11-27 中国矿业大学 Device and method for improving roadway base plate anchor rod anchor cable pore-forming efficiency and anchoring performance
CN109972613A (en) * 2019-04-28 2019-07-05 中冶沈勘工程技术有限公司 Recoverable anchoring mechanism and construction method
CN112081103A (en) * 2020-09-21 2020-12-15 蒋露瑶 Anchor rod for slope construction of constructional engineering
CN113279397A (en) * 2021-04-01 2021-08-20 辽宁工程技术大学 Screw type grouting anchor rod structure and using method thereof
CN113585071A (en) * 2021-07-27 2021-11-02 内蒙古东蒙工贸有限责任公司 Anchor cable with anti-seismic pressure dispersion mechanism
CN114810171A (en) * 2022-03-30 2022-07-29 西南交通大学 Anchor rod with expandable end

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101899987A (en) * 2010-01-25 2010-12-01 孔祥清 Coal mine roadway deep support construction method
CN101899987B (en) * 2010-01-25 2011-11-30 孔祥清 Coal mine roadway deep support construction method
CN102080377A (en) * 2010-12-13 2011-06-01 张继红 Composite anchor rod and guide construction method thereof
CN102080377B (en) * 2010-12-13 2012-07-11 张继红 Composite anchor rod and guide construction method thereof
CN103277122A (en) * 2013-05-30 2013-09-04 湖南科技大学 Method for drilling anchor rod hole and anchoring anchor rod in broken roof
CN103277122B (en) * 2013-05-30 2015-04-15 湖南科技大学 Method for drilling anchor rod hole and anchoring anchor rod in broken roof
CN103410542A (en) * 2013-08-08 2013-11-27 中国矿业大学 Device and method for improving roadway base plate anchor rod anchor cable pore-forming efficiency and anchoring performance
CN103410542B (en) * 2013-08-08 2016-05-04 中国矿业大学 Improve the device and method of roadway floor anchor shaft anchor cable pore-forming efficiency and anchoring property
CN109972613A (en) * 2019-04-28 2019-07-05 中冶沈勘工程技术有限公司 Recoverable anchoring mechanism and construction method
CN109972613B (en) * 2019-04-28 2024-02-23 中冶沈勘工程技术有限公司 Recyclable anchoring mechanism and construction method
CN112081103A (en) * 2020-09-21 2020-12-15 蒋露瑶 Anchor rod for slope construction of constructional engineering
CN112081103B (en) * 2020-09-21 2022-07-26 浙江坤宁岩土科技有限公司 Anchor rod for slope construction of constructional engineering
CN113279397A (en) * 2021-04-01 2021-08-20 辽宁工程技术大学 Screw type grouting anchor rod structure and using method thereof
CN113585071A (en) * 2021-07-27 2021-11-02 内蒙古东蒙工贸有限责任公司 Anchor cable with anti-seismic pressure dispersion mechanism
CN114810171A (en) * 2022-03-30 2022-07-29 西南交通大学 Anchor rod with expandable end
CN114810171B (en) * 2022-03-30 2023-03-10 西南交通大学 Anchor rod with expandable end

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