CN106006404A - Super high-rise external hanging movable arm tower crane climbing supporting device - Google Patents
Super high-rise external hanging movable arm tower crane climbing supporting device Download PDFInfo
- 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
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- support
- support bar
- tower crane
- super high
- swing arm
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- 230000009194 climbing Effects 0.000 title claims abstract description 22
- 230000007246 mechanism Effects 0.000 claims abstract description 22
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 239000002699 waste material Substances 0.000 abstract description 4
- 239000000463 material Substances 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract 1
- 238000006243 chemical reaction Methods 0.000 description 13
- 238000003466 welding Methods 0.000 description 9
- 229910000831 Steel Inorganic materials 0.000 description 8
- 238000009434 installation Methods 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 238000010276 construction Methods 0.000 description 7
- 238000013461 design Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000002131 composite material Substances 0.000 description 3
- 238000012545 processing Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 230000007774 longterm Effects 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 240000009087 Crescentia cujete Species 0.000 description 1
- 235000005983 Crescentia cujete Nutrition 0.000 description 1
- 241001669679 Eleotris Species 0.000 description 1
- 235000009797 Lagenaria vulgaris Nutrition 0.000 description 1
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
- 241000018646 Pinus brutia Species 0.000 description 1
- 230000004308 accommodation Effects 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000009659 non-destructive testing Methods 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes 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
- B66C23/18—Cranes 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
- B66C23/20—Cranes 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
- B66C23/208—Cranes 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
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Mechanical Engineering (AREA)
- Jib Cranes (AREA)
Abstract
The invention relates to a climbing support device of a swing arm tower crane hung outside an ultrahigh layer, which comprises a support main beam arranged perpendicular to a wall body, wherein an embedded part is embedded in the wall body, one end of the support main beam is connected with the wall body through the embedded part, the other end of the support main beam is connected with a horizontal support rod and an inclined support rod, and the other ends of the horizontal support rod and the inclined support rod are connected with the wall body through the embedded part; the supporting main beam is also provided with a wall-attached frame formed by connecting frame connecting rods, and the frame connecting rods are telescopic rods provided with telescopic mechanisms. The invention has the beneficial effects that: through setting up telescopic machanism, make a supporting beam, attach the length such as wall frame and can freely adjust, can make a supporting beam and attach the wall frame of corresponding length size according to the distance between tower crane and the building to make a supporting beam, attach wall frame and so on can be used repeatedly, avoided the waste of material.
Description
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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610609659.6A CN106006404A (en) | 2016-07-29 | 2016-07-29 | Super high-rise external hanging 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 hanging movable arm tower crane climbing supporting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106006404A true CN106006404A (en) | 2016-10-12 |
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ID=57115651
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610609659.6A Pending CN106006404A (en) | 2016-07-29 | 2016-07-29 | Super high-rise external hanging movable arm tower crane climbing supporting device |
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| CN106966310A (en) * | 2017-04-28 | 2017-07-21 | 中国建筑股份有限公司 | Six-support wall-mounted tower crane space supporting system |
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| 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 |
| CN107700824A (en) * | 2017-11-08 | 2018-02-16 | 厦门康柏机械集团有限公司 | Bar type wall-attached frame |
| 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 |
| CN109678056A (en) * | 2019-01-28 | 2019-04-26 | 江苏久和机械有限公司 | Adjustable telescopic pull rod device for tower crane squareness measurement |
| CN110577157A (en) * | 2019-09-30 | 2019-12-17 | 周强 | Ultrahigh-rise external hanging movable arm tower crane support frame and construction method thereof |
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| CN110963420A (en) * | 2019-12-02 | 2020-04-07 | 常德市鼎鑫机械有限公司 | Support connecting structure of tower crane supporting beam |
| CN111441640A (en) * | 2020-04-28 | 2020-07-24 | 北京卓良模板有限公司 | Adjustable bracket structure |
| CN111764634A (en) * | 2020-06-29 | 2020-10-13 | 中天华南建设投资集团有限公司 | Novel scaffold wall connecting piece and using method |
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| CN113636478A (en) * | 2021-07-12 | 2021-11-12 | 中建工程产业技术研究院有限公司 | Six-support lower bearing support type tower crane support system |
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| 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 |
| CN109678056A (en) * | 2019-01-28 | 2019-04-26 | 江苏久和机械有限公司 | Adjustable telescopic pull rod device for tower crane squareness measurement |
| CN110577157A (en) * | 2019-09-30 | 2019-12-17 | 周强 | Ultrahigh-rise external hanging movable arm tower crane support frame and construction method thereof |
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| CN111441640A (en) * | 2020-04-28 | 2020-07-24 | 北京卓良模板有限公司 | Adjustable bracket structure |
| CN111764634A (en) * | 2020-06-29 | 2020-10-13 | 中天华南建设投资集团有限公司 | Novel scaffold wall connecting piece and using method |
| CN112482561A (en) * | 2020-12-02 | 2021-03-12 | 上海席得建筑设计有限公司 | Wall structure attaches in core section of thick bamboo |
| CN113636478A (en) * | 2021-07-12 | 2021-11-12 | 中建工程产业技术研究院有限公司 | Six-support lower bearing support type tower crane support system |
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Application publication date: 20161012 |