CN106542444A - A kind of moment of flexure reduction structure set up in tower body revolution - Google Patents

A kind of moment of flexure reduction structure set up in tower body revolution Download PDF

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Publication number
CN106542444A
CN106542444A CN201610988427.6A CN201610988427A CN106542444A CN 106542444 A CN106542444 A CN 106542444A CN 201610988427 A CN201610988427 A CN 201610988427A CN 106542444 A CN106542444 A CN 106542444A
Authority
CN
China
Prior art keywords
crane arm
tower body
tower
crane
moment
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
CN201610988427.6A
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Chinese (zh)
Inventor
张全军
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.)
Sichuan Yusheng Intelligent Technology Co Ltd
Original Assignee
Sichuan Yusheng Intelligent 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 Sichuan Yusheng Intelligent Technology Co Ltd filed Critical Sichuan Yusheng Intelligent Technology Co Ltd
Priority to CN201610988427.6A priority Critical patent/CN106542444A/en
Publication of CN106542444A publication Critical patent/CN106542444A/en
Pending legal-status Critical Current

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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
    • 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
    • B66C23/72Counterweights or supports for balancing lifting couples
    • B66C23/74Counterweights or supports for balancing lifting couples separate from jib
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C2700/00Cranes
    • B66C2700/03Cranes with arms or jibs; Multiple cranes
    • B66C2700/0392Movement of the crane arm; Coupling of the crane arm with the counterweights; Safety devices for the movement of the arm

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Jib Cranes (AREA)

Abstract

The invention discloses a kind of moment of flexure reduction structure set up in tower body revolution, including base, the upper surface of the base is provided with hydraulic pressure lifting device, bracket is provided with above described hydraulic pressure lifting device, the upper surface of described bracket is provided with tower body, the top of described tower body is provided with tower top, operating room is provided between described tower body and tower top, the both sides of described operating room are respectively arranged with the external part of counter-jib and crane arm, described counter-jib and crane arm and are connected with tower top by pull bar respectively.Bracing piece is provided between the side of described tower body and base.Described crane arm includes that the first crane arm and the second crane arm are connected by pull bar and tower top, and the second described crane arm is slidably connected relative to the first crane arm.Described counter-jib and crane arm are fixedly connected between operating room.

Description

A kind of moment of flexure reduction structure set up in tower body revolution
Technical field
The present invention relates to a kind of supporting structure, and in particular to a kind of foundation reduces structure in the moment of flexure that tower body is turned round.
Background technology
Tower crane is a kind of crane gear the most frequently used on construction site also known as derrick crane, with a section spreading, For hanging the raw material of the constructions such as working reinforcing bar, wood stupefied, concrete, steel pipe.Tower crane is a kind of requisite on building site Equipment.The function of tower crane point is subject to the upper load that arm support drawstring and counter-jib drawstring are transmitted, and by turning round pylon, turning The structure member formula of platform, bearing etc. directly passes to tower body structure by turntable.There is truncated cone pillar, lean forward or hypsokinesis from a liter tower top Truncated cone pillar, herringbone posture and diagonal brace posture.Every upper rotary tower crane is both needed to set balance weight, and its function is supporting balance weight, is used The trimming moment in opposite direction with hoisting moment in terms of with effect required on Construction designing.In addition to balance weight, also Chang Qi Afterbody installs lifting mechanism.Why homostasis weight is placed in counter-jib tail end to raising together, first can play part with recast With, 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 disorder cable phenomenon.Balance weight Consumption and counter-jib length inversely, and balance and there is certain proportion between arm lengths and jib length and close System.Counterpoise is considerable, and light-duty tower crane typically at least wants 3 ~ 4t, and heavy wants nearly 30t.
The tower body of existing low-level slewing tower crane is highly difficult to carry out lift adjustment as needed, in-convenience in use, Subject matter is to need to raise when raising adjust on section, needs at least 2 operator to climb on rising section, is adjusted by crane arm One supports section, installs in high-altitude manually, very dangerous.
The content of the invention
The technical problem to be solved is that the tower body of existing low-level slewing tower crane is highly difficult according to need Lift adjustment to be carried out, it is therefore intended that a kind of moment of flexure reduction structure set up in tower body revolution is provided, existing lower revolution is solved The tower body of derrick crane is highly difficult the problem for carrying out lift adjustment as needed.
The present invention is achieved through the following technical solutions:
A kind of moment of flexure reduction structure set up in tower body revolution, including base, the upper surface of the base are provided with hydraulic lifting Device, is provided with bracket above described hydraulic pressure lifting device, the upper surface of described bracket is provided with tower body, described tower body Top is provided with tower top, and operating room is provided between described tower body and tower top, and the both sides of described operating room are respectively arranged with The external part of counter-jib and crane arm, described counter-jib and crane arm is connected with tower top by pull bar respectively.It is existing next time The tower body of rotary type tower crane is highly difficult to carry out lift adjustment as needed, in-convenience in use, subject matter is needed when raising Raise, need at least 2 operator to climb on rising section, adjust one to support section by crane arm, exist manually High-altitude is installed, very dangerous.The present invention increased hydraulic pressure lifting device, be arranged on base upper surface to solve this problem. When needing adjusting position, the height of crane is controlled by adjusting the hydraulic pressure lifting device reduction on base or raising, in bottom Addition unloads bracing frame, reaches the effect of same change height, but operator are run in bottom surface, increase the peace of work Quan Xing.
Bracing piece is provided between the side of described tower body and base.Due to being to operate the function of landing, institute in bottom surface Had high demands than aerial handling before with the equipment on basis, increase bracing piece be in order to increase safety, and bracing piece it Between have one side to be reserved enough position turnover, facilitate operator to install.
Described crane arm includes that the first crane arm and the second crane arm are connected by pull bar and tower top, described second Crane arm is slidably connected relative to the first crane arm.Second crane arm can be relative to the first crane arm telescopic slide, in lifting Second crane arm can be retracted to inside the first crane arm in the case of the machine lifting radius of clean-up is less, in the lifting of crane In the case that the radius of clean-up is larger, can make the second crane arm along the first crane arm inwall stretching motion as needed, so may be used To be effectively prevented obstruction of some buildings to lifting work in crane hanging component working range.
Described counter-jib and crane arm are fixedly connected between operating room.Preferably, this is to live to steadiness Dynamic connection.
The present invention compared with prior art, has the following advantages and advantages:
1st, a kind of moment of flexure reduction structure set up in tower body revolution of the present invention, increased hydraulic pressure lifting device, is arranged on base upper table Face.When needing adjusting position, the height of crane is controlled by adjusting the hydraulic pressure lifting device reduction on base or raising, the bottom of at Portion adds or unloads bracing frame, reaches the effect of same change height, but operator are run in bottom surface, increase work Safety;
2nd, the present invention it is a kind of set up tower body revolution moment of flexure reduce structure, increase bracing piece be in order to increase safety, and There is one side to be reserved enough position turnover between bracing piece, facilitate operator to install;
3rd, a kind of moment of flexure reduction structure set up in tower body revolution of the present invention, the second crane arm can be stretched relative to the first crane arm Contracting is slided, and the second crane arm can be retracted to inside the first crane arm in the case of the crane hanging component radius of clean-up is less, In the case where the lifting radius of clean-up of crane is larger, the second crane arm can be made as needed to stretch along the first crane arm inwall Contracting motion, can so be effectively prevented obstruction of some buildings to lifting work in crane hanging component working range.
Description of the drawings
Accompanying drawing described herein is used for providing further understanding the embodiment of the present invention, constitutes of the application Point, do not constitute the restriction to the embodiment of the present invention.In the accompanying drawings:
Fig. 1 is schematic structural view of the invention.
Labelling and corresponding parts title in accompanying drawing:
1- counterweight running gears, 2- counter-jibs, 3- operating rooms, 4- tower bodies, 5- tower tops, 6- crane arms, 7- bracing pieces, 8- brackets, 9- hydraulic pressure lifting devices, 10- bases.
Specific embodiment
To make the object, technical solutions and advantages of the present invention become more apparent, with reference to embodiment and accompanying drawing, to this Invention is described in further detail, and the exemplary embodiment of the present invention and its explanation are only used for explaining the present invention, do not make For limitation of the invention.
Embodiment
As shown in figure 1, a kind of moment of flexure reduction structure set up in tower body revolution of the present invention, including base 10, the base 10 upper surface is provided with hydraulic pressure lifting device 9, and the top of described hydraulic pressure lifting device 9 is provided with bracket 8, described bracket 8 Upper surface is provided with tower body 4, and the top of described tower body 4 is provided with tower top 5, is provided with behaviour between described tower body 4 and tower top 5 Make room 3, the both sides of described operating room 3 are respectively arranged with counter-jib 2 and crane arm 6, described counter-jib 2 and crane arm 6 External part is connected with tower top 5 by pull bar respectively.Bracing piece 7 is provided between the side of described tower body 4 and base 10.It is described Crane arm 6 include that the first crane arm and the second crane arm are connected by pull bar and tower top 5, the second described crane arm is relative It is slidably connected in the first crane arm.Described counter-jib 2 and crane arm 6 are fixedly connected between operating room 3.Second crane arm Can be relative to the first crane arm telescopic slide, can be by the second crane arm in the case of the crane hanging component radius of clean-up is less It is retracted to inside the first crane arm, in the case where the lifting radius of clean-up of crane is larger, second can be made as needed Weighing arm can so be effectively prevented some buildings in crane hanging component working range along the first crane arm inwall stretching motion Obstruction of the thing to lifting work, during work:Need to increase the height of tower body 4, hydraulic pressure lifting device 9 works, raise whole tower body 4, Operator are saved supporting from the reserved opening between bracing piece 7, and are being installed tower body 4 by reducing hydraulic pressure lifting device 9 Into.Hydraulic pressure lifting device 9 raises distance and supports section height for two.
Above-described specific embodiment, has been carried out further to the purpose of the present invention, technical scheme and beneficial effect Describe in detail, the be should be understood that specific embodiment that the foregoing is only the present invention is not intended to limit the present invention Protection domain, all any modification, equivalent substitution and improvements within the spirit and principles in the present invention, done etc. all should include Within protection scope of the present invention.

Claims (4)

1. a kind of moment of flexure reduction structure set up in tower body revolution, including base(11), it is characterised in that:The base(10)'s Upper surface is provided with hydraulic pressure lifting device(9), described hydraulic pressure lifting device(9)Top be provided with bracket(8), described bracket (8)Upper surface be provided with tower body(4), described tower body(4)Top be provided with tower top(5), described tower body(4)With tower top (5)Between be provided with operating room(3), described operating room(3)Both sides be respectively arranged with counter-jib(2)And crane arm(6), institute The counter-jib stated(2)Pass through pull bar and tower top respectively with the external part of crane arm(5)It is connected.
2. a kind of moment of flexure turned round in tower body of setting up according to claim 1 reduces structure, it is characterised in that:Described tower Body(4)Side and base(10)Between be provided with bracing piece(7).
3. a kind of moment of flexure turned round in tower body of setting up according to claim 1 reduces structure, it is characterised in that:Described rises Weighing arm(6)Pass through pull bar and tower top including the first crane arm and the second crane arm(5)Connection, the second described crane arm are relative It is slidably connected in the first crane arm.
4. a kind of jack up according to claim 1 fixes the pitching luffing boom device of tower crane, it is characterised in that:Institute The counter-jib stated(2)And crane arm(6)And operating room(3)Between be fixedly connected.
CN201610988427.6A 2016-11-10 2016-11-10 A kind of moment of flexure reduction structure set up in tower body revolution Pending CN106542444A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610988427.6A CN106542444A (en) 2016-11-10 2016-11-10 A kind of moment of flexure reduction structure set up in tower body revolution

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610988427.6A CN106542444A (en) 2016-11-10 2016-11-10 A kind of moment of flexure reduction structure set up in tower body revolution

Publications (1)

Publication Number Publication Date
CN106542444A true CN106542444A (en) 2017-03-29

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108689318A (en) * 2018-08-19 2018-10-23 应国珍 The telescopic single armed tower crane of freighter
CN108689317A (en) * 2018-08-19 2018-10-23 应国珍 The telescopic both arms tower crane of freighter
CN112888652A (en) * 2018-09-13 2021-06-01 利勃海尔工厂比伯拉赫股份有限公司 Crane with a movable crane
CN114572862A (en) * 2022-03-07 2022-06-03 济南恒起工程机械有限公司 Double-hoisting-end hoisting tower crane

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0516938B1 (en) * 1991-06-04 1994-09-07 Liebherr-Werk Biberach GmbH Device for the stepwise raising of heavy weights for tower cranes or working platforms
CN2333687Y (en) * 1998-06-03 1999-08-18 胡建锋 Climbing mechanism for internal climbing tower crane
CN2679123Y (en) * 2002-12-19 2005-02-16 胡建锋 Internally creeping tower crane
CN102071798A (en) * 2011-01-30 2011-05-25 中建三局建设工程股份有限公司 Hydraulic climbing system for wall-attached support frame
CN204848013U (en) * 2015-08-29 2015-12-09 河南真牛起重机有限公司 Liftable tower crane
CN205241083U (en) * 2015-10-30 2016-05-18 徐州建机工程机械有限公司 Tower crane of bottom introduction body of tower and jacking device

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0516938B1 (en) * 1991-06-04 1994-09-07 Liebherr-Werk Biberach GmbH Device for the stepwise raising of heavy weights for tower cranes or working platforms
CN2333687Y (en) * 1998-06-03 1999-08-18 胡建锋 Climbing mechanism for internal climbing tower crane
CN2679123Y (en) * 2002-12-19 2005-02-16 胡建锋 Internally creeping tower crane
CN102071798A (en) * 2011-01-30 2011-05-25 中建三局建设工程股份有限公司 Hydraulic climbing system for wall-attached support frame
CN204848013U (en) * 2015-08-29 2015-12-09 河南真牛起重机有限公司 Liftable tower crane
CN205241083U (en) * 2015-10-30 2016-05-18 徐州建机工程机械有限公司 Tower crane of bottom introduction body of tower and jacking device

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108689318A (en) * 2018-08-19 2018-10-23 应国珍 The telescopic single armed tower crane of freighter
CN108689317A (en) * 2018-08-19 2018-10-23 应国珍 The telescopic both arms tower crane of freighter
CN112888652A (en) * 2018-09-13 2021-06-01 利勃海尔工厂比伯拉赫股份有限公司 Crane with a movable crane
US12012313B2 (en) 2018-09-13 2024-06-18 Liebherr-Werk Biberach Gmbh Crane
CN114572862A (en) * 2022-03-07 2022-06-03 济南恒起工程机械有限公司 Double-hoisting-end hoisting tower crane

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Application publication date: 20170329