CN106006404A - Super-high-rise external movable arm tower crane climbing supporting device - Google Patents

Super-high-rise external movable arm tower crane climbing supporting device Download PDF

Info

Publication number
CN106006404A
CN106006404A CN201610609659.6A CN201610609659A CN106006404A CN 106006404 A CN106006404 A CN 106006404A CN 201610609659 A CN201610609659 A CN 201610609659A CN 106006404 A CN106006404 A CN 106006404A
Authority
CN
China
Prior art keywords
support
tower crane
support bar
super
plug
Prior art date
Application number
CN201610609659.6A
Other languages
Chinese (zh)
Inventor
李增玉
张茅
蒲伟
马秀玲
张田庆
Original Assignee
中国建筑第二工程局有限公司
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 中国建筑第二工程局有限公司 filed Critical 中国建筑第二工程局有限公司
Priority to CN201610609659.6A priority Critical patent/CN106006404A/en
Publication of CN106006404A publication Critical patent/CN106006404A/en

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
    • B66C23/18Cranes 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 specially adapted for use in particular purposes
    • B66C23/20Cranes 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 specially adapted for use in particular purposes with supporting couples provided by walls of buildings or like structures
    • B66C23/208Cranes 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 specially adapted for use in particular purposes with supporting couples provided by walls of buildings or like structures with supporting couples provided from the side, e.g. by walls of buildings

Abstract

The invention relates to a super-high-rise external movable arm tower crane climbing supporting device. The device comprises support main beams arranged vertical to a wall body, wherein embedded parts are embedded into the wall body, one ends of the support main beams are connected with the wall body through the embedded parts, horizontal support rods and oblique support rods are connected to the other ends of the support main beams, and the other ends of the horizontal support rods and oblique support rods are connected with the wall body through the embedded parts; a wall-attached framework formed by the connection of framework connecting rods is further arranged on the support main beams, and the framework connecting rod is a telescopic rod with a telescopic mechanism. The super-high-rise external movable arm tower crane climbing supporting device has the beneficial effects that by arranging a stretchable mechanism, the lengths of a support beam and the wall-attached framework can be freely adjusted, and the support beam and the wall-attached framework which have corresponding lengths can be produced according to the distance between a tower crane and a building, so that the support beam and the wall-attached framework can be repeatedly used, and the wasting of materials is avoided.

Description

A kind of Super High plug-in swing arm tower crane climbing support means
Technical field
The invention belongs to technical field of engineering machinery, be specifically related to a kind of Super High plug-in swing arm tower crane climbing and prop up Support arrangement.
Background technology
In the construction of skyscraper, tower crane is the construction machinery that it is main, and plays an important role wherein. Tower crane major part is to use adhesion type, i.e. takes root from ground base, carries out accumulative lifting with standard section of tower crane, Owing to having a certain distance between tower crane and building, in order to ensure the stability of tower crane, all of tower crane It is required for being connected with building by wall-attaching equipment.
Current wall-attaching equipment is mainly made up of built-in fitting, attached wall framework and support beam, due to this structure The length dimension of the support beam of wall-attaching equipment is fixed, and need to make corresponding according to the distance between tower crane to building The support beam of length, causes support beam not to be reused, causes waste.It addition, for the most high-rise The engineering structure feature of engineering construction, farther out, support girder spacing is more than tower crane mark to tower crane support girder spacing The length of quasi-C-type beam, if using tower crane standard C-type beam, support girder needs install conversion beam, Cai Nengan Dress standard C-type beam.I.e. employing tower crane standard C-type beam support system scheme is: support beam+conversion bearing+turn Changing beam+conversion bearing+C-type beam, this support system scheme beam composite beam, conversion times is many, connecting structure is multiple Miscellaneous, stress performance is bad, steel using amount is big, processing and fabricating costly and is installed, had bad luck difficulty, efficiency Lowly, long construction period.
Summary of the invention
In order to solve the problems referred to above that prior art exists, the invention provides a kind of plug-in movable arm tower of Super High Hang support means of climbing.
The technical solution adopted in the present invention is: a kind of Super High plug-in swing arm tower crane climbing support means, bag Include and be perpendicular to the support girder that body of wall is arranged, in described body of wall, be embedded with built-in fitting, the one of described support girder Holding by described built-in fitting and described wall connecting, the other end of described support girder connects horizontal support bar And inclined support bar, described horizontal support bar and the described inclined support bar other end all by described built-in fitting with described Wall connecting;The attached wall framework being formed by connecting by frame link, described frame it is additionally provided with on described support girder Frame connecting rod is the expansion link being provided with telescoping mechanism.
Preferably, described telescoping mechanism includes middle tone pole and is respectively arranged at described middle tone pole two ends Regulation termination, the two ends of described middle tone pole offer external screw thread, all of described regulation termination are opened Being provided with the female thread matched with described external screw thread, described externally threaded length is more than the length of described female thread.
Preferably, the quantity of described regulation termination is two;Described telescoping mechanism also includes locking nut and lock Tight packing ring, described locking nut is between two described regulation terminations, and described locking nut is threadably It is set on described middle tone pole;Described lock washer is positioned at the described locking of described middle tone pole homonymy Between nut and described regulation termination, described lock washer is sheathed on described middle tone pole.
Preferably, described middle tone pole is provided with to control to adjust the graduation mark of length.
Preferably, described regulation termination is away from the fixed engaging lug in one end of described middle tone pole, described connection Ear includes that two auricles, two described auricles be arranged in parallel, and two described ear sheets offer installation respectively Hole, the central axis of two described installing holes overlaps.
Preferably, described support girder being arranged with sliding suite, described attached wall framework passes through described slip cap Part is fixed on described support girder, and can reciprocatingly slide on described support girder.
Preferably, it is provided with to regulate the described telescoping mechanism of length between described horizontal support bar.
Preferably, it is provided with to regulate the described telescoping mechanism of length between described inclined support bar.
Preferably, described horizontal support bar stage casing is provided with to lengthen the middle connection of described horizontal support bar Bar;Described inclined support bar stage casing is provided with to lengthen the middle brace rod of described inclined support bar.
Preferably, the quantity of described support girder is two, is erected with level between two described support girders Connecting rod, described waling stripe is positioned at the described attached wall framework side away from described body of wall.
Preferably, described horizontal support bar is located in the same horizontal plane with described support girder, and described level Angle between support bar and described body of wall is 60 degree to 75 degree;Described inclined support bar and described support girder Being positioned at the angle between same perpendicular, and described inclined support bar and described body of wall is 45 degree to 60 degree.
The invention have the benefit that
By arranging telescoping mechanism, support beam, attached wall framework (C-type beam) equal length is made freely to regulate, On the one hand, support beam and the attached wall of corresponding length size can be made according to the distance between tower crane and building Framework (C-type beam), so that support beam, attached wall framework (C-type beam) etc. can be reused, it is to avoid The waste of material;On the other hand, traditional tower crane standard C-type beam support system scheme is changed: support Beam+conversion bearing+conversion beam+conversion bearing+C-type beam, efficiently solve this support system scheme beam composite beam, Conversion times is many, connecting structure is complicated, stress performance is bad, steel using amount is big, processing and fabricating costly and And install, have bad luck the series of problems such as difficulty, inefficiency, long construction period;
By arranging graduation mark on middle tone pole so that support beam, attached wall framework (C-type beam) are isometric Degree size can be pre-adjusted as required, time saving and energy saving, and substantially increases the tune of middle tone pole Joint precision;
By arranging lock washer between locking nut and regulation termination, on the one hand, at locking nut and tune During the locking of joint termination, serve protection locking nut and the effect of regulation termination, substantially prolongs guarantor Protect the service life of locking nut and regulation termination;On the other hand, due to protection locking nut and regulation termination Generally at outside work, situations such as getting rusty often occurs, to such an extent as to locking nut is inconvenient to beat with regulation termination Open, the most excessive the most likely to locking nut with regulation termination cause damage, lock washer then can have Effect ground solves above-mentioned to get rusty, the bad problem opened.
Accompanying drawing explanation
Fig. 1 is the top view of Super High of the present invention plug-in swing arm tower crane climbing support means;
Fig. 2 is the side view of Super High of the present invention plug-in swing arm tower crane climbing support means;
Fig. 3 is the structural representation of telescoping mechanism in Super High of the present invention plug-in swing arm tower crane climbing support means Figure.
In figure: 1, body of wall;2, built-in fitting;3, support girder;4, horizontal support bar;5, waling stripe; 6, attached wall framework;7, slip rail set;8, telescoping mechanism;81, middle tone pole;82, regulation termination; 83, locking nut;84, engaging lug;9, inclined support bar.
Detailed description of the invention
As it is shown in figure 1, the invention provides a kind of Super High plug-in swing arm tower crane climbing support means, including It is perpendicular to the support girder 3 that body of wall 1 is arranged, in described body of wall 1, is embedded with built-in fitting 2, described support girder One end of 3 is connected with described body of wall 1 by described built-in fitting 2, and the other end of described support girder 3 connects Having horizontal support bar 4 and inclined support bar 9, described horizontal support bar 4 and described inclined support bar 9 other end are equal It is connected with described body of wall 1 by described built-in fitting 2;It is additionally provided with on described support girder 3 and uses frame link The attached wall framework 6 being formed by connecting, described frame link is to be provided with the expansion link of telescoping mechanism 8.
Further, it is provided with to regulate the described telescoping mechanism 8 of length between described horizontal support bar 4; It is provided with to regulate the described telescoping mechanism 8 of length between described inclined support bar 9.
By arranging telescoping mechanism, support beam, attached wall framework (C-type beam) equal length is made freely to regulate, On the one hand, support beam and the attached wall of corresponding length size can be made according to the distance between tower crane and building Framework (C-type beam), so that support beam, attached wall framework (C-type beam) etc. can be reused, it is to avoid The waste of material;On the other hand, traditional tower crane standard C-type beam support system scheme is changed: support Beam+conversion bearing+conversion beam+conversion bearing+C-type beam, efficiently solve this support system scheme beam composite beam, Conversion times is many, connecting structure is complicated, stress performance is bad, steel using amount is big, processing and fabricating costly and And install, have bad luck the series of problems such as difficulty, inefficiency, long construction period.
It should be noted that the telescopic adjustment function that above-mentioned telescoping mechanism 8 is played in this programme, it is also possible to Realized by the following manner: the most described horizontal support bar 4 stage casing is provided with to lengthen described horizontal support bar The middle brace rod of 4;Described inclined support bar 9 stage casing is provided with to lengthen the centre of described inclined support bar 9 Connecting rod.By arranging according to actual needs in many in horizontal support bar 4 stage casing or inclined support bar 9 stage casing Between connecting rod, further by change middle brace rod quantity realize horizontal support bar 4 or inclined support bar 9 Length freely regulate.
Preferred as this programme, described telescoping mechanism 8 includes middle tone pole 81 and is respectively arranged at described The regulation termination 82 at middle tone pole 81 two ends, the two ends of described middle tone pole 81 offer external screw thread, Offer, on all of described regulation termination 82, the female thread matched with described external screw thread, described externally threaded Length is more than the length of described female thread.Use screw thread rotation regulation mode, have accommodation accuracy good, The advantage such as the highest and easy to adjust.
Preferred as this programme, the quantity of described regulation termination 82 is two;Described telescoping mechanism 8 also wraps Include locking nut 83 and lock washer, described locking nut 83 between two described regulation terminations 82, Described locking nut 83 is set on described middle tone pole 81 threadably;Described lock washer is positioned at Between described locking nut 83 and the described regulation termination 82 of described middle tone pole 81 homonymy, described locking Gasket sleeve is located on described middle tone pole 81.
By arranging lock washer between locking nut and regulation termination, on the one hand, at locking nut and tune During the locking of joint termination, serve protection locking nut and the effect of regulation termination, substantially prolongs guarantor Protect the service life of locking nut and regulation termination;On the other hand, due to protection locking nut and regulation termination Generally at outside work, situations such as getting rusty often occurs, to such an extent as to locking nut is inconvenient to beat with regulation termination Open, the most excessive the most likely to locking nut with regulation termination cause damage, lock washer then can have Effect ground solves above-mentioned to get rusty, the bad problem opened.
Further, described middle tone pole 81 is provided with to control to adjust the graduation mark of length.Pass through Middle tone pole arranges graduation mark so that support beam, attached wall framework (C-type beam) equal length size can To be pre-adjusted as required, time saving and energy saving, and substantially increase the degree of regulation of middle tone pole.
Inventor is it is considered that in order to make telescoping mechanism 8 to disconnect rapidly, improve work efficiency, in institute State the regulation termination 82 fixed engaging lug in one end 84 away from described middle tone pole 81, described engaging lug 84 Including two auricles, two described auricles be arranged in parallel, and two described ear sheets offer installing hole respectively, The central axis of two described installing holes overlaps.
Preferred as this programme, described support girder 3 is arranged with sliding suite 7, described attached wall framework 6 It is fixed on described support girder 3 by described sliding suite 7, and can be reciprocal on described support girder 3 Slide.Such design so that the size of attached wall framework 6 not only scalable itself, simultaneously can also Slide anteroposterior on support girder 3, practicality is greatly enhanced.
Specifically, the quantity of the described support girder 3 in the present embodiment is two, and two described supports are main Being erected with waling stripe 5 between beam 3, described waling stripe 5 is positioned at described attached wall framework 6 away from described wall The side of body 1.The setting of waling stripe 5 so that being more uniformly stressed of support girder 3 so that it is with water A more firm support system is formed between flat support bar 4, inclined support bar 9.
In practical operation work progress, along with high-rise building is along with the increase of structure height, thickness of wall body meeting Tapering into, support system can progressively move inward, by arranging many groups of bearing of conversion on support girder 3 Fixing point can solve the problems referred to above continuously.
Preferred as this programme, described horizontal support bar 4 is positioned at same level with described support girder 3 In, and the angle between described horizontal support bar 4 and described body of wall 1 is 60 degree to 75 degree, preferably 70 degree. Inventor, in long-term practice, finds when the angle between horizontal support bar 4 and body of wall 1 is 70 degree, whole The stress of support system is the most uniform, and stability is best.
Preferred as this programme, described inclined support bar 9 is positioned at same perpendicular with described support girder 3 In, and the angle between described inclined support bar 9 and described body of wall 1 is 45 degree to 60 degree, preferably 50 degree. Inventor, in long-term practice, finds when the angle between horizontal support bar 4 and body of wall 1 is 70 degree, whole The stress of support system is the most uniform, and stability is best.
Installation and the construction procedure of swing arm tower crane climbing support means plug-in to the Super High in the present invention is said below Bright as follows:
1, the installation of tower crane built-in fitting
Tower crane climbing support system built-in fitting is welded into entirety in factory with Core Walls Structure shaped steel sleeper, eliminates pre- Embedded part in-site installation, the time correcting, welding, advantageously ensure that welding quality, improve installation accuracy.
2, lifting location fixing point is set
(1) determination of tower crane support beam elevation location
The method using level gauge to add steel ruler, determines the elevation location of tower crane support girder.By high for outside program control System point uses level gauge pilot measurement to embedded part place metope, is marked on embedded part by elevation location.
(2) determination of tower crane support beam plan-position
Use total powerstation by support beam, determine the axial location of tower crane support girder.External control axis is drawn Measure on the metope of embedded part place, be marked on embedded part.
(3) 6 embedded parts of swing arm tower crane support beam are numbered, accurately make by layout design position and bury Axis and the absolute altitude of otic placode is connected on part.
(4) MJ1-1, MJ1-2 monolithic connecting plate and ribbed stiffener are installed, after being corrected to design size, welding Fixing.
The absolute altitude of other embedded parts connection otic placode and outer edge arrange buting iron in bottom and dual-side after determining respectively To facilitate support beam in place.
3, assembly is installed
(1) on girder, weld hanger and auxiliary installation.
Hanger, at the 500mm of termination, is welded in girder top flange, and often end welding two, is arranged symmetrically with;
By tower crane coxostermum welding location channel-section steel, position determines according to per pass tower body position;
(2) connecting plate, orthogonal strut and the connecting plate of tower crane support beam twice girder it is respectively mounted on ground, Free end is hung on below support beam by steel wire rope by orthogonal strut 5t bottle gouard moved by hands, forms two liftings Assembly.
(3) two assemblys of lifting respectively, girder bearing pin be welded to connect after plate one is connected, correction girder Absolute altitude and plan-position, spot welding fixed connecting plate two;The manually position of calabash regulation orthogonal strut, point Orthogonal strut connecting plate is determined in solid welding;10t bottle gouard moved by hands and location channel-section steel by being hung on tower body are temporarily solid again Determining girder, tower crane pine hook, secondary adjusts box beam absolute altitude and axial location until meeting and welding when design requires All connecting plates.
(4) otic placode and built-in fitting welding process are connected
4, triatic stay, connecting rod, C-type beam are installed
After assembly installation, start to install triatic stay and connecting rod, C-type beam is finally installed.So far tower Hang support beam installation.
5, support beam is inspected for acceptance
(1) weld seam uses and opens groove full penetration, and weld seam is first-order weld, and Non-Destructive Testing is qualified just may be used Carry out next procedure.
(2) C-type beam and support beam junction maximum error are less than 3mm.
(3) in order to control the downwarp after support beam stress, it is proposed that choose end more slightly higher than root.
The present invention is not limited to above-mentioned preferred forms, and those of ordinary skill in the art are in the enlightenment of the present invention Under all can draw other various forms of products, no matter but in its shape or structure, make any change, every There is same as the present application or akin technical scheme, within all falling within protection scope of the present invention.

Claims (10)

1. a Super High plug-in swing arm tower crane climbing support means, including two support girders (3), two Root horizontal support bar (4), two inclined support bars (9) and multiple built-in fitting (2), two described support girders (3) be arrangeding in parallel, one end of two described support girders (3) is connected to described built-in fitting (2), The other end of two described support girders (3) all with described horizontal support bar (4), described inclined support bar (9) Being flexibly connected, described horizontal support bar (4) and described inclined support bar (9) are positioned at described support girder (3) Homonymy, the other end of described horizontal support bar (4) and described inclined support bar (9) is respectively connected with described pre- Embedded part (2);The attached wall framework (6) being formed by connecting by frame link it is additionally provided with on described support girder (3), Described frame link is to be provided with the expansion link of telescoping mechanism (8), and described telescoping mechanism (8) includes centre Adjusting rod (81) and be respectively arranged at the regulation termination (82) at described middle tone pole (81) two ends, described The two ends of middle tone pole (81) offer external screw thread, and all of described regulation termination (82) is all offered Having the female thread matched with described external screw thread, described externally threaded length is more than the length of described female thread.
Super High the most according to claim 1 plug-in swing arm tower crane climbing support means, its feature exists In: described telescoping mechanism (8) also includes locking nut (83) and lock washer, described locking nut (83) It is positioned between described middle tone pole (81) and described regulation termination (82), described locking nut (83) It is set in threadably on described middle tone pole (81), described locking nut (83) and described regulation Termination (82) is arranged one to one;Described lock washer is positioned at described locking nut (83) and described adjustable side Between head (82).
Super High the most according to claim 1 plug-in swing arm tower crane climbing support means, its feature exists In: it is provided with to control to adjust the graduation mark of length on described middle tone pole (81).
Super High the most according to claim 1 plug-in swing arm tower crane climbing support means, its feature exists In: described regulation termination (82) away from the fixed engaging lug in one end (84) of described middle tone pole (81), Described engaging lug (84) includes that two auricles, two described auricles be arranged in parallel, and two described auricles divide Not offering installing hole, the central axis of two described installing holes overlaps.
Super High the most according to claim 1 plug-in swing arm tower crane climbing support means, its feature exists In: being arranged with sliding suite (7) on described support girder (3), described attached wall framework (6) is by described Sliding suite (7) is fixed on described support girder (3), and can be upper reciprocal at described support girder (3) Slide.
Super High the most according to claim 1 plug-in swing arm tower crane climbing support means, its feature exists In: it is provided with to regulate the described telescoping mechanism (8) of length in the middle of described horizontal support bar (4).
Super High the most according to claim 1 plug-in swing arm tower crane climbing support means, its feature exists In: it is provided with to regulate the described telescoping mechanism (8) of length in the middle of described inclined support bar (9).
8., according to the plug-in swing arm tower crane climbing support means of the Super High described in claim 6 or 7, it is special Levy and be: described horizontal support bar (4) stage casing is provided with to lengthen in described horizontal support bar (4) Between connecting rod;Described inclined support bar (9) stage casing is provided with to lengthen the centre of described inclined support bar (9) Connecting rod.
Super High the most according to claim 1 plug-in swing arm tower crane climbing support means, its feature exists In: the quantity of described support girder (3) is two, is erected with water between two described support girders (3) Flat connecting rod (5), described waling stripe (5) is positioned at described attached wall framework (6) away from described body of wall (1) Side.
Super High the most according to claim 1 plug-in swing arm tower crane climbing support means, its feature exists In: described horizontal support bar (4) is located in the same horizontal plane with described support girder (3), and described water Angle between flat support bar (4) and described body of wall (1) is 60 degree to 75 degree;Described inclined support bar (9) It is positioned at same perpendicular with described support girder (3), and described inclined support bar (9) and described body of wall (1) angle between is 45 degree to 60 degree.
CN201610609659.6A 2016-07-29 2016-07-29 Super-high-rise external movable arm tower crane climbing supporting device CN106006404A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610609659.6A CN106006404A (en) 2016-07-29 2016-07-29 Super-high-rise external movable arm tower crane climbing supporting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610609659.6A CN106006404A (en) 2016-07-29 2016-07-29 Super-high-rise external movable arm tower crane climbing supporting device

Publications (1)

Publication Number Publication Date
CN106006404A true CN106006404A (en) 2016-10-12

Family

ID=57115651

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610609659.6A CN106006404A (en) 2016-07-29 2016-07-29 Super-high-rise external movable arm tower crane climbing supporting device

Country Status (1)

Country Link
CN (1) CN106006404A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106966310A (en) * 2017-04-28 2017-07-21 中国建筑股份有限公司 A kind of six bearing wall-hanging tower crane space support systems
CN107055353A (en) * 2017-04-28 2017-08-18 中国建筑股份有限公司 A kind of space wall-hanging tower crane support system
CN107055354A (en) * 2017-04-28 2017-08-18 中国建筑股份有限公司 A kind of unilateral support wall type tower crane support system of five bearings
CN107098281A (en) * 2017-04-28 2017-08-29 中国建筑股份有限公司 A kind of unilateral support wall type tower crane support system of six bearings
CN108275583A (en) * 2018-03-15 2018-07-13 广厦建设集团有限责任公司 A kind of plug-in swing arm tower crane supporting rack of Super High and its installation method
CN110577157A (en) * 2019-09-30 2019-12-17 周强 Ultrahigh-rise external hanging movable arm tower crane support frame and construction method thereof
CN111441640A (en) * 2020-04-28 2020-07-24 北京卓良模板有限公司 Adjustable bracket structure

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201351088Y (en) * 2009-02-16 2009-11-25 上海市机械施工有限公司 Tower crane external-stay climbing device
WO2013039423A1 (en) * 2011-09-16 2013-03-21 Dodonov Sergey Georgievich Wall fastening for a hoist mast
CN203411263U (en) * 2013-08-13 2014-01-29 修宇 Wall-attached frame for tower body of adjustable tower crane
CN203767898U (en) * 2014-03-17 2014-08-13 张亮 Support beam of wall attaching device for tower crane
CN204588538U (en) * 2015-05-04 2015-08-26 中建八局第二建设有限公司 A kind of tower crane attached wall anchor fitting of novel improved
CN205000665U (en) * 2015-10-12 2016-01-27 中昇建机(南京)重工有限公司 Support arrangement for be used for integral translation of outer hanging tower machine
CN205933000U (en) * 2016-07-29 2017-02-08 中国建筑第二工程局有限公司 External swing arm tower crane in superelevation layer strutting arrangement that climbs

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201351088Y (en) * 2009-02-16 2009-11-25 上海市机械施工有限公司 Tower crane external-stay climbing device
WO2013039423A1 (en) * 2011-09-16 2013-03-21 Dodonov Sergey Georgievich Wall fastening for a hoist mast
CN203411263U (en) * 2013-08-13 2014-01-29 修宇 Wall-attached frame for tower body of adjustable tower crane
CN203767898U (en) * 2014-03-17 2014-08-13 张亮 Support beam of wall attaching device for tower crane
CN204588538U (en) * 2015-05-04 2015-08-26 中建八局第二建设有限公司 A kind of tower crane attached wall anchor fitting of novel improved
CN205000665U (en) * 2015-10-12 2016-01-27 中昇建机(南京)重工有限公司 Support arrangement for be used for integral translation of outer hanging tower machine
CN205933000U (en) * 2016-07-29 2017-02-08 中国建筑第二工程局有限公司 External swing arm tower crane in superelevation layer strutting arrangement that climbs

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106966310A (en) * 2017-04-28 2017-07-21 中国建筑股份有限公司 A kind of six bearing wall-hanging tower crane space support systems
CN107055353A (en) * 2017-04-28 2017-08-18 中国建筑股份有限公司 A kind of space wall-hanging tower crane support system
CN107055354A (en) * 2017-04-28 2017-08-18 中国建筑股份有限公司 A kind of unilateral support wall type tower crane support system of five bearings
CN107098281A (en) * 2017-04-28 2017-08-29 中国建筑股份有限公司 A kind of unilateral support wall type tower crane support system of six bearings
CN107055353B (en) * 2017-04-28 2020-10-09 中国建筑股份有限公司 Space wall-hanging tower crane support system
CN108275583A (en) * 2018-03-15 2018-07-13 广厦建设集团有限责任公司 A kind of plug-in swing arm tower crane supporting rack of Super High and its installation method
CN110577157A (en) * 2019-09-30 2019-12-17 周强 Ultrahigh-rise external hanging movable arm tower crane support frame and construction method thereof
CN110577157B (en) * 2019-09-30 2020-07-03 中核华兴达丰机械工程有限公司 Ultrahigh-rise external hanging movable arm tower crane support frame and construction method thereof
CN111441640A (en) * 2020-04-28 2020-07-24 北京卓良模板有限公司 Adjustable bracket structure

Similar Documents

Publication Publication Date Title
BE1018443A3 (en) Segment for a tower, tower constructed from segments, element for a segment for a tower, method for building multiple segments for a tower, method for building a tower from segments.
CN102758445B (en) Foundation forming method for wind driven generator tower
CN103669967B (en) Mix tower structure and the method for building the mixing tower structure
CN102094489B (en) Double-layer bidirectional prestressed cable truss and construction method thereof
CN101967886A (en) Assembly and installation methods of steel containment vessel of nuclear power station
CN105587130B (en) A kind of space net shell solder sphere positioner and its application method
CN203603586U (en) Equipment support regulating device
CN103982045A (en) Installation construction method of roof lattice shell structure without supports and cantilevers
CN1085764C (en) Mounting method for high-rise building steel structure
CN103821372A (en) Method for installing trusses with different heights
CN103437279B (en) Overhead cast-in-place box compression struts and construction technology thereof
CN102061746A (en) Steel structure assembled embedded part and construction method thereof
CN104110140B (en) Net rack node location adjusting device and location adjusting method
CN201763002U (en) Independent adjustable steel supporting device
CN106219419B (en) The large-scale swing arm tower crane original position of high-rise building is converted to plug-in construction method by interior climb
CN107012949B (en) A kind of method for improving of large-span steel vestibule
CN102926538B (en) Reaction box and construction method of reaction wall
CN104141318B (en) A kind of Large-diameter Steel tubing string suspension column construction method of installation
CN205852606U (en) Three dimensions tubular truss assembly moulding bed
CN203583497U (en) Inversed operation steel pipe column perpendicularity collecting device
CN102888865A (en) Method and device for correcting perpendicularity of steel structural member in process of constructing vertical column pile
CN105569187A (en) Inverted arch beam string structure roof of large-span steel structure and construction method thereof
CN102400559A (en) Steel column correction method in assembly of main body frame steel structure in benzene hydrogenation engineering
CN107558723B (en) Method for manufacturing and installing hanging bracket of hanging basket for inclined roof
CN105040591B (en) A kind of positioner of Wavelike steel webplate and its localization method

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20161012