CN106245645B - It is a kind of recyclable from anchoring anchor rope component and construction method - Google Patents

It is a kind of recyclable from anchoring anchor rope component and construction method Download PDF

Info

Publication number
CN106245645B
CN106245645B CN201610828230.6A CN201610828230A CN106245645B CN 106245645 B CN106245645 B CN 106245645B CN 201610828230 A CN201610828230 A CN 201610828230A CN 106245645 B CN106245645 B CN 106245645B
Authority
CN
China
Prior art keywords
tail
anchoring
steel strand
anchor
drilling rod
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
CN201610828230.6A
Other languages
Chinese (zh)
Other versions
CN106245645A (en
Inventor
刘宁
蒋众喜
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.)
Shanghai Sheng Yi Environmental Technology Co Ltd
Original Assignee
Shanghai Sheng Yi Environmental 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 Shanghai Sheng Yi Environmental Technology Co Ltd filed Critical Shanghai Sheng Yi Environmental Technology Co Ltd
Priority to CN201610828230.6A priority Critical patent/CN106245645B/en
Publication of CN106245645A publication Critical patent/CN106245645A/en
Application granted granted Critical
Publication of CN106245645B publication Critical patent/CN106245645B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/76Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
    • E02D5/765Anchorings for bulkheads or sections thereof in as much as specially adapted therefor removable

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

The invention discloses a kind of recyclable anchoring anchor rope component and construction method certainly, a kind of recyclable anchoring anchor rope component certainly, including:Anchor head is bored, is dragged including boring head and tail, drill bit is dragged with tail through pin-hinges, and the centre that drill bit and tail drag is provided with drilling rod hole, and the bottom that drill bit, tail drag is both provided with anchor head, and tail drags top to be provided with steel strand wires pulling eye, and the tail end that tail drags is provided with drilling rod platform;Through the steel strand wires for the steel strand wires pulling eye for boring anchor head, the both ends of steel strand wires form U-shaped tension structure by anchoring cone locking due to anchorage, construction method referring to specification, the beneficial effects of the invention are as follows:It is recyclable to be anchored from anchoring anchor rope component by unique characteristics, additional Anchor Agent is not required, only needs to apply active force to drilling rod tail end in work progress so that bores anchor head jacking forward, installation is simple and fast.After the completion of mission, the anchorage and steel strand wires of anchor cable can be removed and recycled, realize resource reutilization.

Description

It is a kind of recyclable from anchoring anchor rope component and construction method
Technical field
The present invention relates to for solid waste landfill site, garbage loading embeading head's gradient slope region, to geotechniques such as geotextiles, antiseepage films The one kind used when fabric is anchored is recyclable from anchoring anchor rope component and construction method.
Background technology
In the job facilities such as refuse landfill, solid waste landfill site and river, to prevent pollutant from leaking, migrating and pollute The infiltration of environment or water such as causes dam break, inrushes at the danger, and soil need to be laid on the inside of the side slope of landfill yard or bottom and dam body The geotextiles such as work cloth, antiseepage film.Geotextile is in addition to the effect of dead weight in side slope, also by heap body weight, sedimentation the effects that Influence so that there is drawing crack and fails in upper anchorage end.In addition, the laying of geotextile is due to upper and lower interface at long gradient slope The difference of frictional force and tensile stress is generated in fabric, tensile stress accumulates always in whole length direction, is eventually transferred to anchor End so that the problem of anchored end generally existing stress is excessive, and as the difficult point in engineering design and construction.Secondly, at side slope Surface stability of rock-soil body is poor, is influenced that the danger such as landslide easily occur by water.At present, since the country is in geotextiles and antiseepage film anchor Gu the blank of technical aspect, general anchorage technology cannot meet the needs, and the recovery utilization rate of common bolt and anchorage cable materials Low, material cost is high, this also causes financial burden and the pressure of enterprise in various degree.
Therefore, design is a kind of can effectively control geotextile sliding at side slope, reduce anchored end stress, overturns antiseepage film and sets Specification is counted, and the Recyclable anchor rope of landslide danger can be reduced, to engineering construction design, reduces cost, Environmental security etc. all It has great significance.
The content of the invention
It is an object of the invention to provide a kind of recyclable from anchoring anchor rope component and construction method, easy construction, can Recycling.
In order to solve the above technical problems, embodiments of the present invention provide a kind of recyclable anchoring anchor rope component certainly, Including:Anchor head is bored, is dragged including boring head and tail, drill bit is dragged with tail through pin-hinges, and the centre that drill bit and tail drag is provided with brill Rod aperture, the bottom that drill bit, tail drag are both provided with anchor head, and tail drags top to be provided with steel strand wires pulling eye, and the tail end that tail drags is provided with brill Bar platform;Through the steel strand wires for the steel strand wires pulling eye for boring anchor head, the both ends of steel strand wires form U by anchoring cone locking due to anchorage Shape tension structure.
Compared with prior art, recyclable anchoring anchor rope component certainly provided by the invention is decomposed into brill head and tail by anchor head is bored Two parts are dragged, anchor head is entirely bored when drilling rod stretches into drilling rod hole and acts on and bore anchor head and advances simultaneously towards target position, and Drilling rod hole is exited by using brill anchor head after boring anchor head and reaching projected depth and act on drilling rod platform, due to the inclination of drilling rod platform Angle difference, so that boring in two parts of anchor head, a part of horizontal is crept into, another part is also with the effect puted forth effort Angulation change and then drilling direction occur for direction has certain deflection than before, bore the anchor head of anchor head can be played in anchoring position compared with Good fixed effect, and steel strand wires are that two ends are individually fixed in anchorage through the steel strand wires pulling eye for boring anchor head in addition Anchoring cone is locked, and so as to form U-shaped tension structure, not only stretch-draw effect is good, but also being capable of more easily removing anchorage device in the later stage With steel strand wires and recycled, the limited waste for reducing resource.
Further, the flank that anchor head drags both sides to extend from two to drill bit/tail forms.
Further, anchorage includes:Backing plate and action plate are provided with waterstop pad, anchoring cone lock between backing plate and action plate Be arranged at action plate, and backing plate, waterstop pad be provided with for be fixed on the steel strand wires of anchoring cone lock by perforate, anchoring cone lock Top is provided with the inner ring splash guard for being removably installed in action plate, inner ring waterstop pad.
Further, inner ring splash guard, inner ring waterstop pad are removably installed in action plate by screw.
Further, the rear end portion that tail drags includes:
Bottom is dragged towards inclined first rake in upper right side from tail, and the nose end that enters in drilling rod hole is then arranged in the first inclination Portion;
Second rake adjacent with the first rake, drilling rod platform are then arranged in the second rake, and second rake It is more than the angle of the first rake and horizontal plane with the angle of horizontal plane;
It is adjacent with the second rake and towards inclined 3rd rake in upper left side, form a V with the second rake Character form structure;
At the top of the V-shaped that the right side of 3rd rake is dragged for tail, opening is then arranged at the top of V-shaped.
Further, drill bit tool is there are one tip front end, and the top of drill bit is then in same with the right side inclined-plane on V-shaped top One plane, pin-hinges position are then located at the adjacent position on inclined-plane and drill bit top working face on the right side of V-shaped top.
Further, the faying face between tail drags forepart and the afterbody of drill bit is curved-surface structure.
Using a kind of previously described recyclable construction method from anchoring anchor rope component, include the following steps:
S1. drilling rod is first inserted in drilling rod hole to bottom hole before constructing, steel strand wires are inserted in steel strand wires pulling eye;
S2. determine anchoring direction, anchor head alignment anchor point will be bored, active force is applied to drilling rod tail end, bore anchor head to sinciput;
S3. drilling rod is exited into drilling rod hole after anchor head drilling to completion is bored, boring bar head moves to drilling rod platform, continues to boring Bar applies active force, and drill bit gradually tends to horizontal drilling under the action of tip angle and tail end power, and tail drags the work also with power Angulation change occurs with direction, reaches and anchoring effect is played by anchor head after target;
S4. steel strand wires are tensed and anchorage is installed, complete anchoring operation.
Further, construction method above, further includes following steps:
S5. when carrying out anchoring operation without anchor rope component, unload anchorage and anchorage and steel strand wires are recycled again sharp With.
This anchor rope component is particularly suitable for solid waste landfill site, garbage loading embeading head's gradient slope region, to geotextiles, antiseepage film It is used when geotextiles are anchored, to fixation of overlay film at the top of refuse landfill etc. and other effects significantly.
Description of the drawings
Fig. 1 is the state diagram after the completion of a kind of recyclable anchor cable construction from anchoring of the present invention;
Fig. 2 is to bore anchor head structure diagram in the recyclable anchor cable from anchoring of one kind of the present invention;
Fig. 3 is another side view of Fig. 2;
Fig. 4 is anchor device structure schematic diagram in the recyclable anchor cable from anchoring of one kind of the present invention.
Specific embodiment
In order to be easy to understand the technical means, the creative features, the aims and the efficiencies achieved by the present invention, tie below Specific embodiment is closed, the present invention is further explained.
Embodiments of the present invention provide a kind of recyclable anchoring anchor rope component certainly, shown in Figure 1, including:It buries Brill anchor head 1 in slope soil is arranged in the anchorage 3 of side slope and is arranged at the steel strand wires bored between anchor head 1 and anchorage 2, brill anchor head herein plays the role of drilling and anchoring head, and anchorage plays anchoring steel strand wires end, and steel strand wires, which rise, to be passed The effect of pulling force is passed, tensioning is formed between anchorage and brill anchor head.
It is shown in Figure 2, anchor head 1 is bored, drags 5 including drill bit 4 and tail, drill bit 4 drags, drill bit 4 hinged by pin 9 with tail The centre for dragging 5 with tail is provided with drilling rod hole 6, and drill bit 4, tail drag 5 bottom to be both provided with anchor head 7, and tail drags 5 tops to be provided with steel strand Line pulling eye 8, the tail end that tail drags are provided with drilling rod platform 10;Through the steel strand wires 2 for the steel strand wires pulling eye for boring anchor head, the both ends of steel strand wires Anchorage 3 is fixed on by anchoring cone lock 16 to form U-shaped tension structure.
From the discussion above it is not difficult to find that this is anchored from Recyclable anchor rope is anchored by unique characteristics, additional anchoring is not required Agent only needs in work progress to apply active force to drilling rod tail end so that bores anchor head jacking forward, installation is simple and fast.Peace Geotextile that can not only be effectively at anchored slope after dress, moreover it is possible to which side slope Rock And Soil plays certain anchoring booster action, subtracts Few slope sliding destroys the generation of disaster.Finally, after the completion of mission, the anchorage and steel strand wires of anchor cable can be removed and returned It receives, realizes resource reutilization.
Shown in Figure 3, the flank that anchor head extends from two to drill bit (or tail drags) both sides forms, when brill anchor head is long-term External force effect under, this structure can effectively ensure that bore anchor head mounting stability.
Shown in Figure 4, anchorage 3 includes:Backing plate 11 and action plate 13, are provided with waterstop pad between backing plate and action plate 12, anchoring cone lock 16 is arranged at action plate 13, and backing plate, waterstop pad are provided with and pass through for being fixed on the steel strand wires 2 of anchoring cone lock Perforate, anchoring cone lock top be provided with the inner ring splash guard 14 for being removably installed in action plate, inner ring waterstop pad 15, example Such as:Inner ring splash guard 14, inner ring waterstop pad 15 are removably installed in action plate by screw 17, and anchor is shown in FIG. 4 The composite seepage prevention structures 18 of side slope where tool.
With continued reference to Fig. 2, the rear end portion that tail drags includes:Bottom is dragged from tail and towards the inclined first rake a in upper right side, The nose end that enters in drilling rod hole is then arranged in the first rake;The second rake b adjacent with the first rake, drilling rod platform are then arranged in Second rake, and the angle of second rake and horizontal plane is more than the angle of the first rake and horizontal plane;Incline with second Inclined portion is adjacent and towards the inclined 3rd rake c in upper left side, and a V-shaped structure, this structure are formed with the second rake There is preferable facilitation for the force application stabilization of drilling rod front end, the right side of the 3rd rake is the V-shaped top that tail drags, Opening is then arranged at the top of V-shaped, this structure has preferable stability for the reversed drawing of steel strand wires.
As shown in Figure 2, the tool of drill bit 4 is there are one tip front end, and the top of drill bit then at the right side inclined-plane on V-shaped top In approximately the same plane, pin-hinges position is then located at the adjacent position on inclined-plane and drill bit top working face on the right side of V-shaped top, drill bit Tip front end can have preferably run through effect.And the faying face between forepart that tail drags and the afterbody of drill bit is curved surface knot Structure.
It is explained in detail below using previously described a kind of recyclable from the construction method for anchoring anchor rope component.
The construction method includes the following steps:
S1. drilling rod is first inserted in drilling rod hole 6 to bottom hole before constructing, steel strand wires are inserted in steel strand wires pulling eye 8;
S2. determine anchoring direction, anchor head alignment anchor point will be bored, active force is applied to drilling rod tail end, bore anchor head to sinciput;
S3. drilling rod is exited into drilling rod hole 6 after anchor head drilling to completion is bored, boring bar head moves to drilling rod platform 10, continues Active force is applied to drilling rod, drill bit 4 gradually tends to horizontal drilling under the action of tip angle and tail end power, and tail is dragged also with power Action direction angulation change occurs, reach and anchoring effect played by anchor head 7 after target;
S4. steel strand wires are tensed and anchorage is installed, complete anchoring operation.
S5. when carrying out anchoring operation without anchor rope component, unload anchorage and anchorage and steel strand wires are recycled again sharp With.
It will be understood by those skilled in the art that the respective embodiments described above are to realize specific embodiments of the present invention, And in practical applications, can to it, various changes can be made in the form and details, without departing from the spirit and scope of the present invention.

Claims (9)

  1. It is 1. a kind of recyclable from anchoring anchor rope component, which is characterized in that it includes:
    Anchor head is bored, is dragged including boring head and tail, the drill bit is dragged with tail through pin-hinges, and the centre that the drill bit and tail drag is set Drilling rod hole is equipped with, the bottom that the drill bit, tail drag is both provided with anchor head, and the tail drags top to be provided with steel strand wires pulling eye, described The tail end that tail drags is provided with drilling rod platform;
    Through the steel strand wires for the steel strand wires pulling eye for boring anchor head, the both ends of the steel strand wires schedule anchorage and shape by anchoring cone locking Into U-shaped tension structure.
  2. 2. one kind according to claim 1 it is recyclable from anchoring anchor rope component, which is characterized in that the anchor head from two to Drill bit/tail drags the flank composition that both sides are extended.
  3. 3. one kind according to claim 1 is recyclable from anchoring anchor rope component, which is characterized in that the anchorage includes:Pad Plate and action plate are provided with waterstop pad between the backing plate and action plate, the anchoring cone lock is arranged at action plate, and pads Plate, waterstop pad be provided with for be fixed on the steel strand wires of anchoring cone lock by perforate, the top of anchoring cone lock is provided with can Releasably it is installed on inner ring splash guard, the inner ring waterstop pad of action plate.
  4. 4. one kind according to claim 3 is recyclable from anchoring anchor rope component, which is characterized in that the inner ring splash guard, Inner ring waterstop pad is removably installed in action plate by screw.
  5. 5. one kind according to claim 1 is recyclable from anchoring anchor rope component, which is characterized in that the rear end portion that the tail drags Including:
    Bottom is dragged towards inclined first rake in upper right side from tail, and the nose end that enters in the drilling rod hole is then arranged in described first Rake;
    Second rake adjacent with the first rake, the drilling rod platform are then arranged in second rake, and this second inclines The angle of inclined portion and horizontal plane is more than the angle of the first rake and horizontal plane;
    It is adjacent with the second rake and towards inclined 3rd rake in upper left side, form a V-shaped with the second rake Structure;
    At the top of the V-shaped that the right side of 3rd rake is dragged for tail, opening is then arranged at the top of V-shaped.
  6. 6. one kind according to claim 1 is recyclable from anchoring anchor rope component, which is characterized in that there are one the drill bit tools Tip front end, and the top of drill bit is then in approximately the same plane with the right side inclined-plane on V-shaped top, pin-hinges position is then located at V The adjacent position on inclined-plane and drill bit top working face on the right side of font top.
  7. 7. one kind according to claim 1 is recyclable from anchoring anchor rope component, which is characterized in that forepart that the tail drags with Faying face between the afterbody of drill bit is curved-surface structure.
  8. It is 8. a kind of using a kind of recyclable from the construction method for anchoring anchor rope component, spy as described in claim 1-7 is any Sign is that the construction method includes the following steps:
    S1. drilling rod is first inserted in drilling rod hole to bottom hole before constructing, steel strand wires are inserted in steel strand wires pulling eye;
    S2. determine anchoring direction, anchor head alignment anchor point will be bored, active force is applied to drilling rod tail end, bore anchor head to sinciput;
    S3. drilling rod is exited into drilling rod hole after anchor head drilling to completion is bored, boring bar head moves to drilling rod platform, continues to apply drilling rod Add active force, drill bit gradually tends to horizontal drilling under the action of tip angle and tail end power, and tail drags the effect side also with power To angulation change occurs, reach and anchoring effect is played by anchor head after target;
    S4. steel strand wires are tensed and anchorage is installed, complete anchoring operation.
  9. 9. construction method according to claim 8, which is characterized in that further include following steps:
    S5. when carrying out anchoring operation without anchor rope component, unload anchorage and recycling is carried out to anchorage and steel strand wires.
CN201610828230.6A 2016-09-18 2016-09-18 It is a kind of recyclable from anchoring anchor rope component and construction method Active CN106245645B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610828230.6A CN106245645B (en) 2016-09-18 2016-09-18 It is a kind of recyclable from anchoring anchor rope component and construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610828230.6A CN106245645B (en) 2016-09-18 2016-09-18 It is a kind of recyclable from anchoring anchor rope component and construction method

Publications (2)

Publication Number Publication Date
CN106245645A CN106245645A (en) 2016-12-21
CN106245645B true CN106245645B (en) 2018-06-05

Family

ID=57600070

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610828230.6A Active CN106245645B (en) 2016-09-18 2016-09-18 It is a kind of recyclable from anchoring anchor rope component and construction method

Country Status (1)

Country Link
CN (1) CN106245645B (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0592567B1 (en) * 1991-07-01 1997-02-05 Soilex Ab A method of installing a soil anchor and a soil anchor
CN1584245A (en) * 2004-06-03 2005-02-23 陆观宏 Roofbolt constructing method in civil engineering
CN101838988A (en) * 2010-05-10 2010-09-22 昆明捷程桩工有限责任公司 Comprehensive construction method for extracting anchor cable
CN206189405U (en) * 2016-09-18 2017-05-24 上海胜义环境科技有限公司 It is recoverable from anchor anchor rope subassembly

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0592567B1 (en) * 1991-07-01 1997-02-05 Soilex Ab A method of installing a soil anchor and a soil anchor
CN1584245A (en) * 2004-06-03 2005-02-23 陆观宏 Roofbolt constructing method in civil engineering
CN101838988A (en) * 2010-05-10 2010-09-22 昆明捷程桩工有限责任公司 Comprehensive construction method for extracting anchor cable
CN206189405U (en) * 2016-09-18 2017-05-24 上海胜义环境科技有限公司 It is recoverable from anchor anchor rope subassembly

Also Published As

Publication number Publication date
CN106245645A (en) 2016-12-21

Similar Documents

Publication Publication Date Title
CN105909295A (en) Rapid withdrawing support and equipment system for roadway-free coal-pillar-free self-retaining roadway mining method
CN108087008B (en) A kind of three-soft seam gob side entry method for protecting support
CN105781571A (en) Construction method for soft rock deformation tunnel lining support dismantling-replacing arch
CN103388481B (en) A kind of assembling-type precast plate for administering pucking and the method administering pucking
CN102996149A (en) Support method for bolt-grouting composite crushing dynamic-pressure roadway soft rock roof by high-pre-stressed anchor cable
CN206189405U (en) It is recoverable from anchor anchor rope subassembly
CN107060774A (en) A kind of anti-tunnel portal wall damage device and construction method
CN102966359A (en) Working face ventilation oxidization zone roof control method
CN106050282A (en) Anchoring structure and reinforcing method of narrow coal pillar of gob-side entry retaining
CN106245645B (en) It is a kind of recyclable from anchoring anchor rope component and construction method
CN102776881A (en) Recyclable post-tensioned prestressing anchor cable pile and construction method thereof
CN102733390A (en) Method for removing underground waste anchor cable/anchor rod
CN107217679A (en) A kind of megalith mixture landslide micro combination pile group buttress reinforcement means
CN110219672A (en) A kind of tunnel broken coal petrography grouting strengthening method for main haulage roadway working face
CN108843390A (en) Mine absciss layer water hazard prediction method
CN108343026A (en) A kind of load retaining wall buttressed quay wall structure
CN206784394U (en) A kind of T-shaped screw rod prestressing force counter-force anchor device
CN108729917A (en) The method for preventing bump
CN205400772U (en) Shallow soft rock tunnel combined supporting structure of burying
CN112963186A (en) Gob-side entry driving narrow coal pillar reinforcing and supporting method
CN107447673B (en) Method for adjusting frame bridge upper box jacking height difference
CN208088228U (en) A kind of load retaining wall buttressed quay wall structure
CN106285696A (en) Sand-pebble layer rectangular shield top digging pressure balanced sets up construction method
CN207348899U (en) A kind of fully-mechanized mining working withdraws system
CN205349391U (en) Total length anchor stock

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant