CN201747261U - Long twist drill for construction of anti-floating anchor rod - Google Patents

Long twist drill for construction of anti-floating anchor rod Download PDF

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Publication number
CN201747261U
CN201747261U CN2010202748796U CN201020274879U CN201747261U CN 201747261 U CN201747261 U CN 201747261U CN 2010202748796 U CN2010202748796 U CN 2010202748796U CN 201020274879 U CN201020274879 U CN 201020274879U CN 201747261 U CN201747261 U CN 201747261U
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CN
China
Prior art keywords
construction
anchor rod
base
twist drill
long
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
CN2010202748796U
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Chinese (zh)
Inventor
王志勇
王德双
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.)
YANTAI ENGINEERING INVESTIGATION Co Ltd
Original Assignee
YANTAI ENGINEERING INVESTIGATION 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
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Application filed by YANTAI ENGINEERING INVESTIGATION Co Ltd filed Critical YANTAI ENGINEERING INVESTIGATION Co Ltd
Priority to CN2010202748796U priority Critical patent/CN201747261U/en
Application granted granted Critical
Publication of CN201747261U publication Critical patent/CN201747261U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a long twist drill for the construction of an anti-floating anchor rod, and utilizes the long twist drill to substitute for the traditional hydraulic anchor drill or rotary drill for the construction of the anti-floating anchor rod. The long twist drill can conduct the small-bore drilling construction and can conduct the high-pressure grouting after being reformed; and the characteristics of the long twist drill of high construction speed, dry pore-forming, automatic hoisting of the anchor rod and the like are fully utilized, so that the construction efficiency of the anti-floating anchor rod is improved by more than ten times, the slurry pore-forming is not generated on the site, the long twist drill is clean and tidy, and the pore-forming material is saved; moreover, the construction of the anti-floating anchor rod by applying the long twist drill can greatly save manual labor, material resources and financial resources, and has certain environmental protection.

Description

A kind of anti-float anchor rod construction long-spiral drilling machine
Technical field:
The utility model relates to construction project anti-float anchor rod technical field of construction, is a kind of anti-float anchor rod construction long-spiral drilling machine concretely.
Background technology:
Anti-float anchor rod is exactly to be anchored to resist a kind of anchor pole that underground water is given sole plate buoyancy in the underground soil layer.Along with rapid development of economy, construction work develops to high-rise, large tracts of land direction gradually, and nearly all high level, building all have basement, garage, and this also makes the application of anti-float anchor rod technology in construction work increase year by year.
Traditional construction technology is continued to use in existing anti-float anchor rod construction always:
Jumbolter is in place------boring---the clear hole of circulating mud------following anchor pole---slip casting tube drawing---secondary grouting of carrying brill of making circulating mud
The anti-float anchor rod employed plant equipment of holing mainly is hydraulic jumbolter or slewing drilling machine etc. in traditional construction technology.The efficient of utilizing hydraulic jumbolter or slewing drilling machine to hole is lower, usually bore a hole and need two to three hours, need to make the mud liquid clear hole of circulating simultaneously, rubble etc. is taken out of outside the hole in will holing, make the job site have a large amount of mud and mud sump like this, these mud sumps need be cleared up, otherwise can influence follow-up construction operation.
In traditional construction technology, anti-float anchor rod needs to utilize pedrail crane to cooperate arriving in the boring under the anchor bar body after pore-forming is finished, and has increased on-the-spot plant equipment and has increased corresponding expense.Transferring when running into obstacle in the process when anchor pole, can only put on anchor pole, anchor pole is descended in the redrilling removing obstacles again.When holing with mud off, silt slurry and cement paste may take place when grout injection to be difficult for differentiating, influx height is not enough, causes the naked anchor pole phenomenon of anhydrous mud parcel.
In traditional construction technology, rig moves needs outer power, and the use crane that condition is good moves, and condition is bad can only manually to be prized, and moves slowly inefficiency.The tradition rig uses diesel engine to be used as power more, and environment is caused certain pollution.
Summary of the invention:
The purpose of this utility model is the deficiency that overcomes above-mentioned prior art, and provides the construction of a kind of anti-float anchor rod use long-spiral drilling machine, mainly solves problems such as rig technology backwardness traditional in the anti-float anchor rod construction, inefficiency, scene are dirty and messy, construction cost height.
In order to achieve the above object, the utility model is achieved in that a kind of anti-float anchor rod construction long-spiral drilling machine, it comprises base, base is divided into stride and hydraulic leg, establishing electronic box on the base, secondary hoisting machine and positive hoisting machine, end at base is established support arm, establish bearing diagonal between support arm and the base, positive hoisting machine is connected with unit head by wire rope, unit head is connected with drilling rod, establishes leading truck between the bottom of drilling rod and base, it is characterized in that described drilling rod is the elongated drilling rod of the rigidity of hollow, Grouting Pipe one end is connected by the internal cavity of flange and drilling rod, and the other end is connected with grouting pump.
Long-spiral drilling machine of the present utility model, its described secondary hoisting machine is connected with vibrating hammer by wire rope, and eccentric motor is arranged on the vibrating hammer.
Long-spiral drilling machine of the present utility model and prior art different be embodied in drilling tool transformation, filling system transformation and increase by three aspects of vibrating hammer.
The transformation of drilling tool mainly is that drilling rod adopts the bigger elongated drilling rod of rigidity, because the anti-float anchor rod aperture is generally 150mm, therefore the diameter of drilling rod is just littler after removing helical blade, the slenderness ratio of drilling rod will be bigger like this, cause the drilling rod unstability easily, therefore must make the bigger elongated drilling rod of rigidity.The high-strength seamless steel pipe of material selection, the outside weld high-strength track steel as helical blade, make drilling rod obtain bigger rigidity.
The transformation of filling system mainly comprises the making of Grouting Pipe and the sealing strengthening measure of grouting port.Long-spiral drilling machine mainly is the construction machinery as the CFG stake traditionally, original casting system mainly is designed for building plain concrete on the equipment, thick and the poor sealing of pipeline, needs according to bolt grouting, Grouting Pipe must be changed carefully, and the sealing of tie point carried out, reach the pressure of 1.5-2.0MP.
Increasing vibrating hammer mainly is to transfer in the process if resistance manually under the situation about can not put into, uses the vibrating hammer vibration to make anchor pole put into anchor hole smoothly at anchor pole.
Compared with the prior art a kind of anti-float anchor rod construction of the present utility model has following positive progress with long-spiral drilling machine: 1, efficiency of construction height; The construction that traditional handicraft is finished an anchor pole needs 2-3 hour, adopts the utility model only to need get final product in 20-30 minute; 2, integrated cost is low; Director's spiral drilling machine of the present utility model can support the efficiency of construction of last at least ten traditional rigs, director's spiral drilling machine of the present utility model only needs 4-5 people to operate, ten traditional rigs then need 40 people to operate, thereby cost of labor reduces greatly; Use traditional rig that mud pit need be set, when boring, use mud off, and long-spiral drilling machine of the present utility model is dried pore-forming operation, does not need mud pit; Oneself is walked, and need not increase mechanically moving; Oneself plays cathead, also need not increase corresponding mechanical work; 3, reliable in quality; Owing to be dried pore-forming operation, can not cause cement paste and silt slurry to obscure, cause the naked anchor pole phenomenon of anhydrous mud parcel, reliable in quality; 4, the vibrating hammer that increases of design inserts anchor pole to put in place, guarantee that rock-bolt length and anchored force reach designing requirement; 5, electrification drives, environmentally safe, and dried pore-forming operation does not form mud sump, on-the-spot neat and tidy.
Description of drawings:
Fig. 1 is the utility model structural representation.
The specific embodiment:
In order to understand better and to implement, provide specific embodiment below in conjunction with accompanying drawing and describe the utility model in detail.
Embodiment: referring to Fig. 1, be processed into base 6,6 times stride 7 and hydraulic leg 11 are installed at base, switchbox 8, secondary hoisting machine 9 and positive hoisting machine 10 are installed on the base 6, end at base 6 is installed support arm 2, fixed installation bearing diagonal 4 between support arm 2 and the base 6, positive hoisting machine 10 is connected with unit head 1 by hawser, 1 time installation drilling rod 3 of unit head, drilling rod 3 is the bigger elongated drilling rod of the rigidity of hollow, the high-strength seamless steel pipe of drilling rod 3 material selections, the outside weld high-strength track steel as helical blade, make drilling rod obtain bigger rigidity; Leading truck 5 is installed between the bottom of drilling rod 3 and base 6, the internal cavity of Grouting Pipe 13 1 ends by flange and drilling rod 3 is connected, the other end is connected with grouting pump, the sealing of tie point is carried out, reached the pressure of 1.5-2.0MP, more secondary hoisting machine 9 is connected with vibrating hammer 14 by hawser, on the vibrating hammer 14 eccentric motor is arranged, vibrating hammer mainly is to transfer in the process if resistance manually under the situation about can not put into, uses the vibrating hammer vibration to make anchor pole put into anchor hole smoothly at anchor pole; Thereby make long-spiral drilling machine of the present utility model.
A kind of anti-float anchor rod construction long-spiral drilling machine of the present utility model, in the construction application of anti-float anchor rod, its method is: adopt above-mentioned long-spiral drilling machine, long-spiral drilling machine is moved, aim at the anchor pole design attitude, fixed equipment, start rig boring, reach the design hole depth after, start cement slurrypump equipment, cement paste is pumped in the drilling rod, the marginal not slurry, drilling rod is carried on the limit, uses rig self the boom hoisting anchor pole of slinging simultaneously, after slip casting is finished, anchor pole is inserted in the boring, can't put into as anchor pole, can use vibrating hammer to prop up the anchor pole upper end, vibration is inserted in the boring anchor pole, mobile rig, carry out the construction of next anchor pole, when cement paste reduces because of osmosis liquid level in holing, manually carry out secondary grouting.

Claims (2)

1. an anti-float anchor rod is constructed and is used long-spiral drilling machine, it comprises base (6), base (6) is divided into stride (7) and hydraulic leg (11), base (6) is gone up establishing electronic box (8), secondary hoisting machine (9) and positive hoisting machine (10), establish support arm (2) at an end of base (6), establish bearing diagonal (4) between support arm (2) and the base (6), positive hoisting machine (10) is connected with unit head (1) by wire rope, unit head (1) is connected with drilling rod (3), between the bottom of drilling rod (3) and base (6), establish leading truck (5), it is characterized in that the elongated drilling rod of described drilling rod (3) for the rigidity of hollow, Grouting Pipe (13) one ends are connected by the internal cavity of flange and drilling rod (3), and the other end is connected with grouting pump.
2. long-spiral drilling machine according to claim 1 is characterized in that described secondary hoisting machine (9) is connected with vibrating hammer (14) by wire rope, and vibrating hammer has eccentric motor on (14).
CN2010202748796U 2010-07-24 2010-07-24 Long twist drill for construction of anti-floating anchor rod Expired - Fee Related CN201747261U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010202748796U CN201747261U (en) 2010-07-24 2010-07-24 Long twist drill for construction of anti-floating anchor rod

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010202748796U CN201747261U (en) 2010-07-24 2010-07-24 Long twist drill for construction of anti-floating anchor rod

Publications (1)

Publication Number Publication Date
CN201747261U true CN201747261U (en) 2011-02-16

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010202748796U Expired - Fee Related CN201747261U (en) 2010-07-24 2010-07-24 Long twist drill for construction of anti-floating anchor rod

Country Status (1)

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CN (1) CN201747261U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101914915A (en) * 2010-07-24 2010-12-15 烟台市工程勘察有限公司 Construction method for anti-floating anchor rod and special long auger
CN104929530A (en) * 2014-03-23 2015-09-23 湖南泰达天易重工有限公司 Toppling-preventing long-spiral drilling machine

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101914915A (en) * 2010-07-24 2010-12-15 烟台市工程勘察有限公司 Construction method for anti-floating anchor rod and special long auger
CN104929530A (en) * 2014-03-23 2015-09-23 湖南泰达天易重工有限公司 Toppling-preventing long-spiral drilling machine

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
DD01 Delivery of document by public notice

Addressee: Yantai Engineering Investigation Co., Ltd.

Document name: Notification of Passing Examination on Formalities

EXPY Termination of patent right or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20110216

Termination date: 20150724