[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

CN201326378Y - Expanding drill for foundation construction of high-tension line iron tower - Google Patents

Expanding drill for foundation construction of high-tension line iron tower Download PDF

Info

Publication number
CN201326378Y
CN201326378Y CNU2008202317641U CN200820231764U CN201326378Y CN 201326378 Y CN201326378 Y CN 201326378Y CN U2008202317641 U CNU2008202317641 U CN U2008202317641U CN 200820231764 U CN200820231764 U CN 200820231764U CN 201326378 Y CN201326378 Y CN 201326378Y
Authority
CN
China
Prior art keywords
cutter head
piston
drill
wishbone
handle
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
CNU2008202317641U
Other languages
Chinese (zh)
Inventor
郁红波
郁红梅
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CNU2008202317641U priority Critical patent/CN201326378Y/en
Application granted granted Critical
Publication of CN201326378Y publication Critical patent/CN201326378Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Earth Drilling (AREA)

Abstract

The utility model relates to an expanding drill for foundation construction of a high-tension line iron tower and belongs to a drill. A fork lever (8) is sheathed by a spring (10), the upper part of the spring pushes against a piston (14) and the lower part pushes against a drilling housing (9); the upper part of the fork lever (8) is fixed with the piston (14) through a locking plate (12), a locking nut (13), the lower part of the fork lever (8) is connected with a tool head magazine A (4) and a tool head magazine B (6) through a pin shaft (7); a tool magazine door (5) is connected with a bottom tool post (1) through screw threads, the end part of a bottom tool post (1) is fixedly provided with a blade (2), and the upper part of the tool magazine door (5) is connected with a cylinder (11) through screw threads; and a carbide blade (2) is welded on a tool head handle (3) , and a cone-shaped nut is made above the cylinder (11) and connected with a drill rod. The expanding drill has simpler structure and can drill an expanding section with a hole diameter more than that of an upper hole; meanwhile, the tool head is not easy to fall off and is easy to change.

Description

Expanding drill for high voltage line iron tower foundation construction
Technical field
The utility model relates to a kind of drilling tool, particularly relates to the reamer that a kind of high voltage line iron tower foundation construction is used.
Background technology
The gravity type foundation with concrete placing behind the former Soviet Union heavy excavation is prolonged in high voltage line iron tower mountain region basic engineering, construction since the establishment of the nation always, and Blasting Excavation is all wanted in firm lithostratigraphy originally.After all needing to excavate tens cubes, every tower position waters tens cubes of concrete again, soil erosion and vegetation deterioration that a large amount of cubic metres of earth and stone behind the excavation drop and cause along the hillside, the reparations of these losses is together with the expense of excavation and placing of concrete, greatly increased the construction investment of power circuit, if on the rock of mountain region, get out the macropore of 6-10 rice, the stone bolt of rigid tower is watered in the hole with cement, be called the anchor rod type basis.Each iron tower four pin has 16 stone bolt, bore 16 rock pores, this has significantly reduced the cubic metre of earth and stone and concrete engineering quantity, significantly reduced massif simultaneously and destroyed soil erosion and the vegetation deterioration that causes, problem be not solve for many years can be suitable in the unbroken mountains high mountain, the drilling machine that can on rock, bore macropore, deep hole of light relatively convenient in carrying again.
(applied for " rock borehole-enlarging drilling tool " patent No. 90219686.3) after the applicant develops light combined rock drill the end of the eighties, realize finally on iron tower anchor pole basis, high-voltage line mountain region.But all be the iron tower foundation of 220,000 volts of grades at that time, for 500,000 volts of above grades because of the anti-power of dialling requires highlyer, and implement.Problem has in use appearred: less as the construction aperture, can only in ∮ 90mm hole, reaming arrive ∮ 120mm, and cutter head easily comes off simultaneously, is difficult for changing.
Therefore, when stone bolt reinforcing bar (∮ 30-∮ about 45) when being fixed in the rock pore with pressure grouting, bolt is anti-, and upwards to draw the stress state of dialling be the friction shearing of rebar surface and cement layer and the friction shearing of cement layer and rock pore inner wall surface.Thisly dial power and obviously have the not enough problem of dynamics by " friction shearing " tension.
If at the bottom of the rock pore that has been drilled to, get out the reaming section of sector hole footpath again greater than the upper hole diameter, pouring cement rear lower forms a conical section.Such anchor pole tension is dialled the power stress and will be changed greatly, except that frictional force, also increased from the bottom to around the taper rock pressure that makes progress, the increase that this is bigger the anti-power of dialling of anchor pole, 500,000 volts grade high voltage line iron towers use anchor pole bases are become a reality.
Summary of the invention
The reamer that provides a kind of high voltage line iron tower foundation construction to use is provided the purpose of this utility model, and it is simpler that this bores structure, and can get out the reaming section of sector hole footpath greater than the upper hole diameter, and the cutter head difficult drop-off is changed easily simultaneously.
The purpose of this utility model is achieved through the following technical solutions:
Expanding drill for high voltage line iron tower foundation construction, comprise bedplate, blade, the cutter head handle, the cutter head storehouse, the tool magazine door, bearing pin, wishbone, bore shell, spring, cylinder body, locking plate, piston, it is characterized in that string one spring on the wishbone, the top of spring withstands on the piston, the bottom withstands on bores on the shell, wishbone top is through locking plate, lock nut and piston are fixed, the wishbone bottom is through bearing pin and cutter head storehouse first, cutter head storehouse second links to each other, the tool magazine door links to each other with bedplate through screw thread, the end of bedplate is installed with blade, the top of tool magazine door links to each other with cylinder body through screw thread, iron chains are welded with carbide chip above the cutter head handle, and the cylinder body top is shaped on tapered cup nut, link to each other with drilling rod.
Described expanding drill for high voltage line iron tower foundation construction, it bores shell and is shaped on open-work with the piston place of communicating, and is provided with in the second of first, cutter head storehouse, cutter head storehouse and establishes interior angle bolt cutter head handle in groove, the groove, establishes the hard alloy blocks embedding groove in the handle of a knife and makes it and solder bonds.
Advantage of the present utility model and effect are:
1. the utility model has solved the rock aperture difficult problem of cutting ∮ 230 diameters: compressed air enters cylinder through drilling rod, and the hard alloy blocks tip of iron chains weldering begins to cut crag and goes out up-small and down-big petrosal foramen along with the driving rotary cutting of rig above the handle of a knife under air pressure.
2. rock powder deslagging is smooth in the utility model working angles: the pressure-air of in the air flue of piston rod hollow, gushing out, blow out by the knife pants door brute force, and blow to ground through rock pore and drilling tool gap.
3. guide cutter head convenient disassembly, assembling in the utility model drilling tool firmly: the cutter head handle is fixed in the cutter head trousers hole by hexagon socket head cap screw, and alloy cutter head is inserted welding manner, therefore promptly guarantees to use under the strong vibration situation firmly also to have realized convenient disassembly.
Description of drawings
The utility model accompanying drawing is the overall structure schematic diagram.
Critical piece explanation among the figure:
Bedplate 1, blade 2, cutter head handle 3, cutter head storehouse first 4, tool magazine door 5, cutter head storehouse second 6, bearing pin 7, wishbone 8, brill shell 9, spring 10, cylinder body 11, locking plate 12, lock nut 13, piston 14.
The specific embodiment
With reference to the accompanying drawings the utility model is elaborated.
The utility model reamer is by the drilling rod of light-duty rock association rig by hollow, connect reamer down in ∮ 130 rock pores that have been drilled to, need rock cutting under a suitable pressure, too big rapid wear handle of a knife or bit freezing owing to be exclusively used in the carbide bit of cutting rock.So, advance the pressurizing piston 14 of knife bar cutter head storehouse first 4 and cutter head storehouse second 6, the drilling rod of compressed air through being connected the utility model drilling tool top tapered cup nut enters cylinder block 11, promotes piston 14 interlock wishbone 8 under the elastic force of spring 10, and wishbone 8 and piston 14 are fixed on the top of piston 14 through locking plate 12 and lock nut 13.The cutter head trousers first 4 that wishbone 8 connects by bearing pin 7, cutter head trousers second 6 is protruding in the knife pants door 5 round about along knife pants door 5 minutes, under air pressure, the carbide chip 2 of iron chains weldering above the cutter head handle 3, cutter head handle 3 begins to cut on the crag of ∮ 130mm, driving rotation with the light-duty combination rock drill of landing ground, rotary torsion by the more piece bull stick, be delivered to reamer shell 9, by knife pants door 5 " arch bar " power with bearing pin 7 formation, make alloy cutter head produce cutting force, operation by the top rig, the powerful on one side rotation of reamer is moved downward on one side slowly, motion repeatedly in predetermined height, increase gradually with cutting depth, knife bar outwards stretches gradually under air pressure, stretches flat until last two knife bars.The cutting diameter maximum reached ∮ 230 by the drag designing requirement and got final product this moment.The rock powder pressure-air of gushing out in the air flue of wishbone 8 hollows in the working angles, by knife pants door 5, brute force blows out, and blows to ground through rock pore and drilling tool gap, forms the petrosal foramen that ∮ 130 petrosal foramens expand into ∮ 230 at last.Guiding blade 2 is a carbide alloy in the drilling tool, is fixed on the bedplate 1, repairs hole wall and locate by drilling tool in drilling tool decline process.Modified cutter head handle 3 is fixed in " trousers " hole of cutter head trousers first 4 and cutter head trousers second 6 by hexagon socket head cap screw, make it convenient disassembly, assembling firmly, can not cause fixing not firm because of cutting vibration, and carbide chip 2, cutter head handle 3 be for inlaying and weld simultaneously and the fixed form of usefulness, so guaranteed the fastness of carbide chip 2, cutter head handle 3 under the strong vibration situation.

Claims (2)

1. expanding drill for high voltage line iron tower foundation construction, comprise bedplate, blade, the cutter head handle, the cutter head storehouse, the tool magazine door, bearing pin, wishbone, bore shell, spring, cylinder body, locking plate, piston, it is characterized in that upward string one spring (10) of wishbone (8), the top of spring withstands on the piston (14), the bottom withstands on bores on the shell (9), wishbone (8) top is through locking plate (12), lock nut (13) is fixing with piston (14), wishbone (8) bottom is through bearing pin (7) and cutter head storehouse first (4), cutter head storehouse second (6) links to each other, tool magazine door (5) links to each other with bedplate (1) through screw thread, the end of bedplate (1) is installed with blade (2), the top of tool magazine door (5) links to each other with cylinder body (11) through screw thread, iron chains are welded with carbide chip (2) above the cutter head handle (3), and cylinder body (11) top is shaped on tapered cup nut, link to each other with drilling rod.
2. expanding drill for high voltage line iron tower foundation construction according to claim 1, it is characterized in that boring shell (9) and be shaped on open-work with piston (14) place of communicating, be provided with in cutter head storehouse first (4), the cutter head storehouse second (6) and establish interior angle bolt cutter head handle (3) in groove, the groove, establish the hard alloy blocks embedding groove in the handle of a knife (3) and make it and solder bonds.
CNU2008202317641U 2008-12-17 2008-12-17 Expanding drill for foundation construction of high-tension line iron tower Expired - Fee Related CN201326378Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008202317641U CN201326378Y (en) 2008-12-17 2008-12-17 Expanding drill for foundation construction of high-tension line iron tower

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008202317641U CN201326378Y (en) 2008-12-17 2008-12-17 Expanding drill for foundation construction of high-tension line iron tower

Publications (1)

Publication Number Publication Date
CN201326378Y true CN201326378Y (en) 2009-10-14

Family

ID=41178351

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008202317641U Expired - Fee Related CN201326378Y (en) 2008-12-17 2008-12-17 Expanding drill for foundation construction of high-tension line iron tower

Country Status (1)

Country Link
CN (1) CN201326378Y (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103967414A (en) * 2014-05-19 2014-08-06 郑州神利达钻采设备有限公司 Drill with each drill piece provided with two working faces
CN105298127A (en) * 2015-11-13 2016-02-03 中国水利水电第十六工程局有限公司 Treatment method for concrete surface steel bar and tool special for treatment method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103967414A (en) * 2014-05-19 2014-08-06 郑州神利达钻采设备有限公司 Drill with each drill piece provided with two working faces
CN105298127A (en) * 2015-11-13 2016-02-03 中国水利水电第十六工程局有限公司 Treatment method for concrete surface steel bar and tool special for treatment method
CN105298127B (en) * 2015-11-13 2017-10-27 中国水利水电第十六工程局有限公司 A kind of bar cropper for going deep into concrete

Similar Documents

Publication Publication Date Title
CN2906026Y (en) Double-barrel hard rock core drill for large-diameter pile hole
CN102434105B (en) Composite bit with rotary cut rock-breaking function
CN100494619C (en) Construction method and device for pile foundation embedded in rock
CN103628480A (en) Construction method and device for guide displacement pressure precast pile
CN101173517A (en) Pile-pulling construction method
CN203188906U (en) Rapid entering-rock type rotary drilling rig
CN201326378Y (en) Expanding drill for foundation construction of high-tension line iron tower
CN101812971B (en) Composite drill bit
CN103216196A (en) Drilling head capable of drilling into rock used for engineering pile
CN201062357Y (en) Reaming bit for end oversized grout pile
CN105649563B (en) Application of the steel strand wires during multi-angle boring coring
CN106761422A (en) A kind of staged Percusion spiral drill head
CN101440696A (en) Expanding drill for high voltage line iron tower foundation construction
CN101538856A (en) Construction method of anchor rod with expanded head
CN207701080U (en) Core is broken for the self-control core drill of pore-forming on the basis of hydroelectric project and self-control to bore
CN102852157B (en) Manual hole pile digging method employing top-fixing water drilling method
CN103939024B (en) A kind of hard sand soil drill bit
CN203175405U (en) Rock-entering drill bit for engineering pile
CN216305832U (en) Cement mixing stake machine drill bit suitable for closely knit thick sand layer
CN202441259U (en) Combined drill bit formed by rotary-cutting drill bit and cone drill bit
CN108005583A (en) Bored for the self-control core drill of pore-forming on the basis of hydroelectric project and the broken core of self-control
CN212027672U (en) Gravel drill
CN203796177U (en) Drilling tool
CN104854299A (en) Rock bit tip and rock bit
CN207017947U (en) A kind of drilling tool of four wings alloy bit

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20091014

Termination date: 20111217