CN101880009A - Flat-head tower crane - Google Patents
Flat-head tower crane Download PDFInfo
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- CN101880009A CN101880009A CN2010102324365A CN201010232436A CN101880009A CN 101880009 A CN101880009 A CN 101880009A CN 2010102324365 A CN2010102324365 A CN 2010102324365A CN 201010232436 A CN201010232436 A CN 201010232436A CN 101880009 A CN101880009 A CN 101880009A
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Abstract
The invention provides a flat-head tower crane. The common tower cranes are generally provided with tower tops, and when a group of towers carry out cross operation, the common tower cranes are hard to be competent in many occasions with special requirement for height because of being limited by the tower tops. The flat-head tower crane comprises an undercarriage (1). The invention is characterized in that a group of standard sections (2) are connected on the undercarriage in order; the standard section arranged at the upper end is connected with a swivel assembly; a wrap frame (3) arranged outside the standard sections is connected with the lower part of the swivel assembly and a swivel tower body (4) is connected with the upper part of the swivel assembly; one side of the swivel tower body is connected with a boom (6) by a boom tension bar (5) and the other side thereof is connected with a balance boom (8) by a balance boom tension bar (7); the boom tension bar is connected with a speed changed trolley (9); and a hook (10) is linked with the lower part of the speed changed trolley. The tower crane serves as an elevator.
Description
Technical field:
The present invention relates to a kind of flat-head tower crane.
Background technology:
Common tower machine generally has cat head, need weight-lifting equipment that very big lifting altitude is arranged during lifting, must be when crane arm is installed on the ground earlier with jib, pull bars etc. all connect and are carrying out integral hoisting, just require weight-lifting equipment that very big hoisting capacity is arranged this moment, and arm root bearing pin also will raise big arm the many crane arm pull bar could the company after connecting, and occurs safety misadventure this moment easily.Common tower machine is owing to have cat head, generally when the cross-operation of group's tower, the tower machine diff-H that needs per two intersections is more than 10m, and be subjected to the restriction of cat head, a lot of to the occasion of specific (special) requirements is highly arranged, as the reorganization and expansion on airport, the construction in the tunnel, in the factory building, common tower machine can both be difficult competent.Common tower machine is owing to have pull bar, the crane arm arm joint beyond the suspension centre of can only dismantling, be difficult to be implemented in the air dismounting arm joint arbitrarily, and the crane arm of common tower machine must wholely be installed and removed, under the limited at the construction field (site) condition, can not satisfy the integral installation of arm joint as the place, perhaps car hosit can't be close, and the installation of common tower machine will be difficult to finish.The amplitude variation trolley position of common tower machine is not simultaneously, can make the suffered stress in same position of crane arm obviously different, the effect that the result of combined action makes the main stressed member of crane arm often be drawn, press reverse stress, often make crane arm fatigue damage even fracture and weld cracking, the service life and the safety of crane arm steel structure is subjected to very big influence.Because the cat head of common tower machine and pull bar all need through complicated calculating, and this moment, design condition wherein was a lot, and mechanical model is very complicated, and calculated amount is very big, and the error of result of calculation is bigger, needs very big design cost.Above-mentioned situation reflects that pressing for a kind of novel tower machine can improve this predicament.
Summary of the invention:
The objective of the invention is provides a kind of flat-head tower crane at the problems referred to above, can be reduced in when installing and removing the tower machine the hoisting capacity of weight-lifting equipment and the requirement of lifting height; During the cross-operation of group's tower, reduce the diff-H of tranposition tower machine, reduce the set-up time.
Above-mentioned purpose realizes by following technical scheme:
Flat-head tower crane, its composition comprises: underframe, connect one group of standard knot on the described underframe in turn, the described standard knot that is positioned at the upper end connects the revolution assembly, connect the stock that is positioned at the standard knot outside below the described revolution assembly, connect slewing tower above the described revolution assembly, one side of described slewing tower connects crane arm by the crane arm pull bar, the opposite side of described slewing tower connects equilibrium arm by the equilibrium arm pull bar, link suspension hook below the described crane arm pull bar connection amplitude variation trolley, described amplitude variation trolley.
Described flat-head tower crane, described revolution assembly comprises upper bracket and undersetting, connects driver's cab on the described upper bracket.
Described flat-head tower crane has lifting mechanism and lifting mechanism electric cabinet on the described equilibrium arm, described equilibrium arm rear end has one group of counterweight block.
Beneficial effect:
1, the present invention is owing to cancelled cat head, and its element quality is little, setting height(from bottom) is low, and other tower machine of the comparable peer of maximum installation height reduces more than the 10m.Must earlier jib, pull bar etc. all be connected on the ground when common tower machine is installed arm and carry out integral hoisting again, this moment is the highest to the requirement of weight-lifting equipment, and very big hoisting capacity and lifting altitude be arranged.Because arm root bearing pin also will be raised big arm the many arm pull bar could the company after connecting well, safety misadventure appears when the arm pull bar is installed easily, and the tack tower is installed and then thoroughly is enhanced.The arm joint of tack tower has 4m, 5m or 10m joint usually.The arm long with 50m is example, and its largest unit quality only is equivalent to about 1/5 of arm total amount, and jib aloft reduces greatly by the requirement that joint dismounting and integral hoisting compare weight-lifting equipment, not only saves the dismounting expense, and safer, quick.
2, the present invention is owing to cancelled cat head, and the diff-H of per two intersections can drop to 3m usually when the cross-operation of group's tower, and more than the confidential 10m of tower of band cat head.Tack tower flock-mate fork operation overall height can reduce greatly, then have the overall installation time few, to erecting equipment require low, reduce the ballast of every tower machine and adopt advantages such as less body of the tower cross section and underframe.
3, the present invention is fit to the occasion construction of specific (special) requirements is highly arranged.Owing to there is not cat head, the usable height of suspension hook greatly improves, the space availability ratio height, therefore be very suitable for the occasion of specific (special) requirements is highly arranged, as the reorganization and expansion on airport, the construction that the airport is other, the construction in the tunnel, in the factory building, construction under the high tension cord etc., and the tower machine of tradition band cat head often is difficult to competent.
4, the present invention is suitable for changes in amplitude is had the construction occasion of requirement.Tack tower horn saves special connection mode and does not have cat head, Duola's bar, long draw, make pursuing of its arm save very simple and easy, the safety of dismounting, all need not pull down whole arm in the work progress as when need changing the length (lengthening or shorten) of arm, and aloft just can finish arm saves add, subtract.This situation of change amplitude that needs runs into through regular meeting in the double-curve cooling column construction of power plant's (station), when cooling tower is built up back tower machine by the hyperbola minimum-value aperture, often needs to remove part arm joint or even most of arm and saves and could smoothly the tower machine be fallen.The restriction of common tower machine tension member, the arm arm joint beyond the suspension centre of can only dismantling, the arm pull bar difficulty of dismantling is very big, at this moment adopts the tack tower arm of just can dismantling arbitrarily easily to save aloft.
5, be convenient to tower machine dismounting under the confined condition of camp site.If limited by field condition, car hosit can't near the time adopt the tack tower to be undoubtedly optimal scheme.Because the exclusive arm connection mode of tack tower make whole jib can be aloft by the joint dismounting, in case of necessity can be directly from the transport vehicle the taking arm joint.Because the quality of unit arm joint is less, can utilize on the building site existing tower machine that the tack tower on its next door is installed.On-the-spot limited situation is more general when in fact dismantling the tower machine, as have a skyscraper of annex, because of all factor tower machines often stand in the annex, in case the engineering completion is subjected to the restriction of annex when tearing tower open, car hosit often can't be close, it is a difficult problem that common tower machine is dismantled big arm, and it is then much easier that this situation is torn the tack tower open.
6, the arm steel structure life-span is long, safe.The tack tower only has short arm pull bar, and the sectional dimension of its jib is confidential bigger than the common tower of same level usually, and especially the height in cross section is bigger, and then rigidity is bigger, and it is also less to hang when carrying bending deformation.The demestic user worries that the tack tower does not have pull bar not too safe and reliable, but true just the opposite, according to external driver's reflection, use the tack tower more steady than common tower machine, especially when revolution or emergency braking, a tack tower crane arm recipient is to the effect of down load, and is fairly simple; And the arm of common tower machine also additionally is subjected to level that produces because of the pull bar effect and the effect that makes progress component.In addition, common tower machine also makes the suffered stress of a certain same area of arm obviously different because of the difference of amplitude variation trolley position, the effect that the result of combined action makes the main stressed member of arm often be drawn, press reverse stress often becomes the major cause of arm fatigue damage even fracture and weld cracking; And the arm of tack tower is not subjected to the effect of reverse stress on vertical and horizontal both direction, has greatly improved the service life and the safety of arm steel structure.
7, the applicability of arm is good, degree of utilization is high.The design of tack tower crane arm is convenient to realize modularization, and this point is very important.Concerning maker, the arm modularization can reduce design and manufacturing cost greatly, thereby reduces tack tower price; Concerning the user, can give full play to the alerting ability and the comformability of arm.Arm joint as homologous series different stage tack tower can utilize each other, and the end arm joint of relatively large tack tower can increase the arm combination of tower machine like this as centre or the root joint than the trourelle machine, improves the applicability and the degree of utilization of arm.
8, design cost is low.The design and the calculating of cat head, pull bar has been saved in the design of tack tower, and the design condition of arm is few, mechanical model is simple, and calculated amount reduces greatly, and result of calculation is convenient to carry out the modulus design, thereby is significantly reduced the design cycle more near actual value.This point for manufacturer deal with fast changing market, satisfy the multiple requirement of user also most important.
Description of drawings:
Accompanying drawing 1 is the structural representation of this product.
Accompanying drawing 2 is left views of accompanying drawing 1.
The specific embodiment:
Embodiment 1:
Flat-head tower crane, its composition comprises: underframe 1 is used for the position of tower crane and determines and the complete machine support, connect one group of standard knot 2 on the described underframe in turn, increase and reduce the operating altitude that standard knot can change tower crane, the described standard knot that is positioned at the upper end connects the revolution assembly, the revolution assembly is used for finishing the revolution operation of tower crane working process, making tower crane can be that finish ± 540 ° revolution at the center with the body of the tower, connect the stock 3 that is positioned at the standard knot outside below the described revolution assembly, in the operation process, standard knot separates with revolution assembly undersetting, and this moment, stock played the effect that connects tower crane rotation assembly undersetting and standard knot.Connect slewing tower 4 above the described revolution assembly, one side of described slewing tower connects crane arm 6 by crane arm pull bar 5, crane arm is made up of the number joint, the different working environment joint number of different tower cranes all may be different, the opposite side of described slewing tower connects equilibrium arm 8 by equilibrium arm pull bar 7, described crane arm pull bar connects the amplitude that amplitude variation trolley 9 is used for changing the lifting job tower crane, link suspension hook 10 below the described amplitude variation trolley.
Embodiment 2:
Described flat-head tower crane, described revolution assembly comprises upper bracket 11 and undersetting 12, connects driver's cab 13 on the described upper bracket.
Embodiment 3:
Described flat-head tower crane has lifting mechanism 14 and lifting mechanism electric cabinet 15 on the described equilibrium arm, described equilibrium arm rear end has one group of counterweight block 16.
Claims (3)
1. flat-head tower crane, its composition comprises: underframe, it is characterized in that: connect one group of standard knot on the described underframe in turn, the described standard knot that is positioned at the upper end connects the revolution assembly, connect the stock that is positioned at the standard knot outside below the described revolution assembly, connect slewing tower above the described revolution assembly, one side of described slewing tower connects crane arm by the crane arm pull bar, the opposite side of described slewing tower connects equilibrium arm by the equilibrium arm pull bar, link suspension hook below the described crane arm pull bar connection amplitude variation trolley, described amplitude variation trolley.
2. flat-head tower crane according to claim 1 is characterized in that: described revolution assembly comprises upper bracket and undersetting, connects driver's cab on the described upper bracket.
3. flat-head tower crane according to claim 1 and 2 is characterized in that: have lifting mechanism and lifting mechanism electric cabinet on the described equilibrium arm, described equilibrium arm rear end has one group of counterweight block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102324365A CN101880009A (en) | 2010-07-21 | 2010-07-21 | Flat-head tower crane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102324365A CN101880009A (en) | 2010-07-21 | 2010-07-21 | Flat-head tower crane |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101880009A true CN101880009A (en) | 2010-11-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010102324365A Pending CN101880009A (en) | 2010-07-21 | 2010-07-21 | Flat-head tower crane |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102398860A (en) * | 2011-07-12 | 2012-04-04 | 武汉高智创新科技有限公司 | Installation apparatus and method for offshore wind power equipment |
| CN102616680A (en) * | 2012-04-05 | 2012-08-01 | 中联重科股份有限公司 | Tower crane connecting plate and tower crane with same |
| CN103072898A (en) * | 2013-01-18 | 2013-05-01 | 中联重科股份有限公司 | Tower crane and driver cab thereof |
| CN103466476A (en) * | 2013-09-26 | 2013-12-25 | 中联重科股份有限公司 | Tower crane |
| CN103482497A (en) * | 2013-10-12 | 2014-01-01 | 江苏耀捷建设工程有限公司 | Novel crane |
| CN104555753A (en) * | 2014-12-26 | 2015-04-29 | 江苏振东港口机械制造有限公司 | Multifunctional fixed crane |
| CN111278761A (en) * | 2017-09-01 | 2020-06-12 | 利勃海尔比伯拉赫股份有限公司 | Rotary tower crane |
| CN112093689A (en) * | 2020-09-18 | 2020-12-18 | 华电郑州机械设计研究院有限公司 | Construction process suitable for low-power wind power construction and potential development in offshore area |
Citations (6)
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| US4712697A (en) * | 1986-07-22 | 1987-12-15 | The Marley Cooling Tower Company | Lightweight tower crane boom for conveying pumped concrete |
| CN2487720Y (en) * | 2001-08-06 | 2002-04-24 | 黄琦 | Lift tower crane |
| CN2695424Y (en) * | 2004-04-06 | 2005-04-27 | 赵凤才 | Tower crane |
| CN101343020A (en) * | 2007-07-09 | 2009-01-14 | 杨双来 | Tower crane capable of carrying out concrete distribution |
| CN101434369A (en) * | 2008-09-19 | 2009-05-20 | 沈阳建筑大学 | Flat top tower crane with tetragon cross section boom support |
| CN201777801U (en) * | 2010-07-21 | 2011-03-30 | 哈尔滨华拓金属结构有限公司 | Flat head type tower crane |
-
2010
- 2010-07-21 CN CN2010102324365A patent/CN101880009A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4712697A (en) * | 1986-07-22 | 1987-12-15 | The Marley Cooling Tower Company | Lightweight tower crane boom for conveying pumped concrete |
| CN2487720Y (en) * | 2001-08-06 | 2002-04-24 | 黄琦 | Lift tower crane |
| CN2695424Y (en) * | 2004-04-06 | 2005-04-27 | 赵凤才 | Tower crane |
| CN101343020A (en) * | 2007-07-09 | 2009-01-14 | 杨双来 | Tower crane capable of carrying out concrete distribution |
| CN101434369A (en) * | 2008-09-19 | 2009-05-20 | 沈阳建筑大学 | Flat top tower crane with tetragon cross section boom support |
| CN201777801U (en) * | 2010-07-21 | 2011-03-30 | 哈尔滨华拓金属结构有限公司 | Flat head type tower crane |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102398860A (en) * | 2011-07-12 | 2012-04-04 | 武汉高智创新科技有限公司 | Installation apparatus and method for offshore wind power equipment |
| CN102616680A (en) * | 2012-04-05 | 2012-08-01 | 中联重科股份有限公司 | Tower crane connecting plate and tower crane with same |
| CN103072898A (en) * | 2013-01-18 | 2013-05-01 | 中联重科股份有限公司 | Tower crane and driver cab thereof |
| CN103466476A (en) * | 2013-09-26 | 2013-12-25 | 中联重科股份有限公司 | Tower crane |
| CN103466476B (en) * | 2013-09-26 | 2015-10-28 | 中联重科股份有限公司 | Tower crane |
| CN103482497A (en) * | 2013-10-12 | 2014-01-01 | 江苏耀捷建设工程有限公司 | Novel crane |
| CN104555753A (en) * | 2014-12-26 | 2015-04-29 | 江苏振东港口机械制造有限公司 | Multifunctional fixed crane |
| CN104555753B (en) * | 2014-12-26 | 2017-06-13 | 江苏振东港口机械制造有限公司 | A kind of multi-functional fixed crane |
| CN111278761A (en) * | 2017-09-01 | 2020-06-12 | 利勃海尔比伯拉赫股份有限公司 | Rotary tower crane |
| CN111278761B (en) * | 2017-09-01 | 2022-04-01 | 利勃海尔比伯拉赫股份有限公司 | Rotary tower crane |
| US11459217B2 (en) | 2017-09-01 | 2022-10-04 | Liebherr-Werk Biberach Gmbh | Rotary tower crane |
| CN112093689A (en) * | 2020-09-18 | 2020-12-18 | 华电郑州机械设计研究院有限公司 | Construction process suitable for low-power wind power construction and potential development in offshore area |
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Application publication date: 20101110 |