CN107758527A - A kind of Tower crane disassembly method that can improve removal efficiency - Google Patents

A kind of Tower crane disassembly method that can improve removal efficiency Download PDF

Info

Publication number
CN107758527A
CN107758527A CN201610690283.6A CN201610690283A CN107758527A CN 107758527 A CN107758527 A CN 107758527A CN 201610690283 A CN201610690283 A CN 201610690283A CN 107758527 A CN107758527 A CN 107758527A
Authority
CN
China
Prior art keywords
tower body
tower
tower crane
dismounting
crane
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.)
Withdrawn
Application number
CN201610690283.6A
Other languages
Chinese (zh)
Inventor
张鹏
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 CN201610690283.6A priority Critical patent/CN107758527A/en
Publication of CN107758527A publication Critical patent/CN107758527A/en
Withdrawn legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/62Constructional features or details

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Jib Cranes (AREA)

Abstract

The invention discloses a kind of Tower crane disassembly method that can improve removal efficiency, adjust the gap of climbing support guide wheel and tower body column, hanging a section standard knot moving cart position makes the center of gravity of tower crane fall the position of articulating point on item oil-lifting jar, then unloads 8 high-strength bolts that undersetting is connected with tower body;Piston rod all stretches out, when jacking cross beam hang over tower body next stage mark time on, the connecting bolt of tower body and tower body is unloaded, piston rod is slightly risen, departs from upper and lower bearing and tower body, releases standard knot to crossbeam outer end is introduced, all cold bars living of then retracting, make to climb pawl to rest on the marking time of tower body, then stretch out whole piston rods again, again by jacking cross beam hang over tower body upper level mark time on, whole pistons of retracting, upper and lower bearing is connected with tower body, and plug bolt.The problem of this method dismounting is simple, can greatly improve the efficiency of dismounting, safer when shortening the duration, and dismantling, and it is low to solve existing efficiency when being dismantled to tower crane, and potential safety hazard is big.

Description

A kind of Tower crane disassembly method that can improve removal efficiency
Technical field
The present invention relates to a kind of method, more particularly, to a kind of Tower crane disassembly method that can improve removal efficiency.
Background technology
Tower crane is a kind of crane gear also known as " derrick crane " the most frequently used on construction site, is connect with a section Long (height) (referred to as " standard knot "), for hanging the raw material of the constructions such as working reinforcing bar, wood stupefied, concrete, steel pipe.Tower crane is A kind of essential equipment on building site.The function of tower crane point is subject to the top lotus that arm support drawstring and counter-jib drawstring transmit Carry, and the structure member formula by turning round pylon, turntable, bearing etc. directly passes to tower body structure by turntable.From a liter tower top There is truncated cone pillar, lean forward or hypsokinesis truncated cone pillar, herringbone posture and diagonal brace posture.Every upper rotary tower crane is both needed to set balance weight, Its function is supporting balance weight, to effect aspect and hoisting moment equilibrant force in opposite direction required on Construction designing Square.In addition to balance weight, also often lifting mechanism is installed in its afterbody.Why homostasis weight is placed in counter-jib to lifting mechanism together Tail end, first can play part counterweight effect, second increase the distance between rope reel and pinnacle of a pagoda guide wheel, with the row of sharp steel wire rope around And avoid that disorder cable phenomenon occurs.The dosage of balance weight and the length of counter-jib inversely, and balance arm lengths and crane arm Certain proportion relation be present again between length.Counterpoise is considerable, and light-duty tower crane typically at least wants 3 ~ 4t, and heavy is near 30t.From the point of view of the development of tower crane industry, industry and national economy, building/real estate height correlation, therefore, walked from national economy Gesture and real estate industry's development trend see that tower crane industry development has certain scientific meaning.2010, China's economic continued Rise since 2009 is become better situation, is had laid a good foundation for industry-by-industry development, real estate industry is returned rapidly therewith Rise, tower crane industry also has obvious rising, is counted according to China Construction Machinery association, tower crane sales volume breaks through 40,000 within 2010.2011 Year is influenceed by Real Estate Regulation, motor-car accident, Earthquakes in Japan etc., and tower crane market scale rate of expansion has slowed down, but still is kept More than 10% speedup.Into 21 century, Chinese Tower hanging industry entirety general layout also has a very large change.Constantly there is new enterprise Industry enters tower crane industry.But tower crane is complicated, when being dismantled to tower crane, efficiency is low, and potential safety hazard is big.
The content of the invention
It is an object of the invention to overcome above-mentioned existing tower crane complicated, when being dismantled to tower crane, efficiency is low, and And potential safety hazard it is big the problem of, devise a kind of Tower crane disassembly method that can improve removal efficiency, this method dismounting is simple, energy Enough greatly improve the efficiency of dismounting, safer when shortening the duration, and dismantling, it is complicated to solve existing tower crane, right The problem of efficiency is low when tower crane is dismantled, and potential safety hazard is big.
The purpose of the present invention is achieved through the following technical solutions:A kind of Tower crane disassembly method that can improve removal efficiency, Comprise the following steps:
(1)The gap for adjusting climbing support guide wheel and tower body column is 3-5mm, hang a section standard knot moving cart position to about from At the 10m of tower crane center, the center of gravity of tower crane is fallen the position of articulating point on item oil-lifting jar, then unload undersetting is connected with tower body 8 Individual high-strength bolt;
(2)Piston rod all stretches out, when jacking cross beam hang over tower body next stage mark time on, unload the connection spiral shell of tower body and tower body Bolt, slightly rise piston rod, depart from upper and lower bearing and tower body, releasing standard knot to crossbeam outer end is introduced, then retracting all living cold Bar, make to climb pawl and rest on the marking time of tower body, then stretch out whole piston rods again, jacking cross beam is hung over to the upper level of tower body again On marking time, whole pistons of retracting, upper and lower bearing is set to be connected with tower body, and plug bolt;
(3)Decline process for a tower body above, above procedure is repeated when continuously dropping tower;
(4)During dismounting, it is necessary to removed by the principle of tearing attached wall open afterwards is first dropped;
(5)When tower crane is down to ground base altitude, dismounting is helped with automobile hanging bed, is comprised the following steps that:Counterweight is hung, and stays one piece Counterweight, that is, balancing the 3rd position from afterbody number, counter-jib ,-dismounting crane arm is overall to ground-hangs last-block Counterweight-dismounting counter-jib-tower cap removes-and upper and lower bearing removes, including remove power supply and drivers' cab-climb set, hound Remove-finally remove 3 section standard knots.
In summary, the beneficial effects of the invention are as follows:This method dismounting is simple, can greatly improve the efficiency of dismounting, contracting Casual labourer's phase, and safer when dismantling, solve that existing tower crane is complicated, and efficiency is low when being dismantled to tower crane, and And potential safety hazard it is big the problem of.
Embodiment
With reference to embodiment, the present invention is described in further detail, but embodiments of the present invention are not limited only to This.
Embodiment:
A kind of Tower crane disassembly method that can improve removal efficiency, comprises the following steps:
(1)The gap for adjusting climbing support guide wheel and tower body column is 3-5mm, hang a section standard knot moving cart position to about from At the 10m of tower crane center, the center of gravity of tower crane is fallen the position of articulating point on item oil-lifting jar, then unload undersetting is connected with tower body 8 Individual high-strength bolt;
(2)Piston rod all stretches out, when jacking cross beam hang over tower body next stage mark time on, unload the connection spiral shell of tower body and tower body Bolt, slightly rise piston rod, depart from upper and lower bearing and tower body, releasing standard knot to crossbeam outer end is introduced, then retracting all living cold Bar, make to climb pawl and rest on the marking time of tower body, then stretch out whole piston rods again, jacking cross beam is hung over to the upper level of tower body again On marking time, whole pistons of retracting, upper and lower bearing is set to be connected with tower body, and plug bolt;
(3)Decline process for a tower body above, above procedure is repeated when continuously dropping tower;
(4)During dismounting, it is necessary to removed by the principle of tearing attached wall open afterwards is first dropped;
(5)When tower crane is down to ground base altitude, dismounting is helped with automobile hanging bed, is comprised the following steps that:Counterweight is hung, and stays one piece Counterweight, that is, balancing the 3rd position from afterbody number, counter-jib ,-dismounting crane arm is overall to ground-hangs last-block Counterweight-dismounting counter-jib-tower cap removes-and upper and lower bearing removes, including remove power supply and drivers' cab-climb set, hound Remove-finally remove 3 section standard knots.
This method dismounting is simple, can greatly improve the efficiency of dismounting, safer when shortening the duration, and dismantling, solution The problem of existing tower crane of having determined is complicated, and efficiency is low when being dismantled to tower crane, and potential safety hazard is big.
It is described above, be only presently preferred embodiments of the present invention, any formal limitation not done to the present invention, it is every according to Any simply modification, the equivalent variations substantially made according to the technology of the present invention, method to above example, each fall within the present invention Protection domain within.

Claims (1)

  1. A kind of 1. Tower crane disassembly method that can improve removal efficiency, it is characterised in that comprise the following steps:
    (1)The gap for adjusting climbing support guide wheel and tower body column is 3-5mm, hang a section standard knot moving cart position to about from At the 10m of tower crane center, the center of gravity of tower crane is fallen the position of articulating point on item oil-lifting jar, then unload undersetting is connected with tower body 8 Individual high-strength bolt;
    (2)Piston rod all stretches out, when jacking cross beam hang over tower body next stage mark time on, unload the connection spiral shell of tower body and tower body Bolt, slightly rise piston rod, depart from upper and lower bearing and tower body, releasing standard knot to crossbeam outer end is introduced, then retracting all living cold Bar, make to climb pawl and rest on the marking time of tower body, then stretch out whole piston rods again, jacking cross beam is hung over to the upper level of tower body again On marking time, whole pistons of retracting, upper and lower bearing is set to be connected with tower body, and plug bolt;
    (3)Decline process for a tower body above, above procedure is repeated when continuously dropping tower;
    (4)During dismounting, it is necessary to removed by the principle of tearing attached wall open afterwards is first dropped;
    (5)When tower crane is down to ground base altitude, dismounting is helped with automobile hanging bed, is comprised the following steps that:Counterweight is hung, and stays one piece Counterweight, that is, balancing the 3rd position from afterbody number, counter-jib ,-dismounting crane arm is overall to ground-hangs last-block Counterweight-dismounting counter-jib-tower cap removes-and upper and lower bearing removes, including remove power supply and drivers' cab-climb set, hound Remove-finally remove 3 section standard knots.
CN201610690283.6A 2016-08-19 2016-08-19 A kind of Tower crane disassembly method that can improve removal efficiency Withdrawn CN107758527A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610690283.6A CN107758527A (en) 2016-08-19 2016-08-19 A kind of Tower crane disassembly method that can improve removal efficiency

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610690283.6A CN107758527A (en) 2016-08-19 2016-08-19 A kind of Tower crane disassembly method that can improve removal efficiency

Publications (1)

Publication Number Publication Date
CN107758527A true CN107758527A (en) 2018-03-06

Family

ID=61261761

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610690283.6A Withdrawn CN107758527A (en) 2016-08-19 2016-08-19 A kind of Tower crane disassembly method that can improve removal efficiency

Country Status (1)

Country Link
CN (1) CN107758527A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108766185A (en) * 2018-08-03 2018-11-06 华中科技大学 A kind of jacking of tower crane with remove procedure operation experiential training apparatus and method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108766185A (en) * 2018-08-03 2018-11-06 华中科技大学 A kind of jacking of tower crane with remove procedure operation experiential training apparatus and method
CN108766185B (en) * 2018-08-03 2023-09-15 华中科技大学 Tower crane lifting and dismantling program operation experience type training device and method

Similar Documents

Publication Publication Date Title
CN102080357B (en) Integrated beam-falling device and method for steel pipe pier bailey beam cast-in-place bracket
CN107758528A (en) Based on the method for improving dismounting safety of tower crane
CN107758527A (en) A kind of Tower crane disassembly method that can improve removal efficiency
CN103195287B (en) Reinforced concrete water tower inverted cone-shaped water tank hydraulic pressure lift falling proof device
CN105110205B (en) A kind of reverse method for dismounting of derrick crane
CN104249979B (en) Guide tracked from climbing turning crane
CN203461720U (en) Simple cantilever hoisting machine
CN207078935U (en) A kind of portable full circle swinging mast loop wheel machine anchor
CN205575534U (en) Lattice formula groined type support body lifting means
CN204569238U (en) Omnipotent bracing or strutting arrangement bottom a kind of tower crane
CN204098493U (en) The dismantled and assembled input and output material movable platform of a kind of modular for building
CN204355942U (en) For the suspension centre adjustable carrying pole beam construction of prefabricated panel lifting
CN206616460U (en) A kind of adhesion type bridge maintenance nacelle device
CN103072903B (en) Method for mounting high-rise pylon by using self-stable double-rocker elevating device
CN207608243U (en) A kind of building tower crane of stable safety
CN201738563U (en) Hydraulic climbing scaffold for building construction
CN201087080Y (en) Double-beam inner climbing base plate and sleeve rack for inner climbing tower crane
CN204643648U (en) Pylon and hanging basket thereof
CN105923534B (en) A kind of method with interior lifting steel pipes and transport roundstone post
CN204138203U (en) Guide tracked from climbing turning crane
CN107758525A (en) A kind of method that dismounting security is improved when removing tower crane
CN216687242U (en) Railing is prevented to tower crane bottom suitable for non-plane ground
CN107476568A (en) A kind of Multi-functional top bracket
CN102677881A (en) Method for improving bearing capacity of support frame by reducing length of top layer cantilever of support frame
CN105565185A (en) Partition plate antislip structure for aerial work

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
WW01 Invention patent application withdrawn after publication

Application publication date: 20180306

WW01 Invention patent application withdrawn after publication