CN106315432A - Asymmetric structure of external hanging supporting system of large movable arm tower crane - Google Patents
Asymmetric structure of external hanging supporting system of large movable arm tower crane Download PDFInfo
- Publication number
- CN106315432A CN106315432A CN201610829558.XA CN201610829558A CN106315432A CN 106315432 A CN106315432 A CN 106315432A CN 201610829558 A CN201610829558 A CN 201610829558A CN 106315432 A CN106315432 A CN 106315432A
- Authority
- CN
- China
- Prior art keywords
- vertical
- horizontal
- hound
- built
- fitting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
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
- B66C23/62—Constructional features or details
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention provides an asymmetric structure of an external hanging supporting system of a large movable arm tower crane. A horizontal supporting beam is used for bearing a two-beam-combined C-shaped frame, an inclined pull rod embedded part and an inclined supporting rod embedded part are vertically arranged in the vertical direction and are embedded in a first building structure and a second building structure correspondingly, the two ends of a vertical inclined pull rod are connected with the inclined pull rod embedded part and the first end of the horizontal supporting beam correspondingly, the two ends of a vertical inclined supporting rod are connected with an inclined supporting rod embedded part and the first end, and the vertical inclined pull rod and the vertical inclined supporting rod form a splayed shape rotating by 90 degrees clockwise, and the vertical inclined pull rod is arranged on the upper portion; a horizontal inclined supporting rod embedded part is used for being embedded in a third building structure, and the two ends of a horizontal inclined supporting rod are connected with the horizontal inclined supporting rod embedded part and the second end of the horizontal supporting beam. The problem that an attaching point needed by the tower crane is obstructed by a shrinking or non-shrinking wall is solved, the clear force transmission is ensured, welding deformation is reduced, welding quality is ensured, design is ingenious, the structure is simple, use is easy and convenient, and the structure is suitable for being applied and popularized in a large-scale manner.
Description
Technical field
The present invention relates to technical field of building construction, particularly to large-scale swing arm crane external support system technical field,
Specifically refer to a kind of large-scale swing arm crane external support system dissymmetrical structure.
Background technology
At present, Super High agent structure and super high steel structure construction have more ripe technology application in this area, with
Time high-rise building constantly break through new high degree, version from tube-in-tube structure to the development of bundled-tube structure, bundled-tube structure along with
The rising of building is constantly contracted mistakes, and at tower crane location, the contracting of structure is lost power and must be caused the disappearance of tower crane vertical applied force point, and bundled tube contracts
Losing the difference having the contracting mistake of single wall, the contracting mistake of double wall, three wall contractings to lose, contracting to lose is layered again stage by stage, causes the attached of tower crane needs
Some contracting to have lost or the mistake body of wall that do not contracted such as hinders at the difficult problem.
Currently, the plug-in support system form that large-scale swing arm tower crane uses all uses standard c-type frame to close with bearing beam two beam
The one two beam unification c-type frames formed and the relative two beam unification symmetrically arranged horizontal hound forms of c-type frame, and when running into tower
Hanging the attachment point contracting of needs to have lost or time the mistake body of wall that do not contracted such as hinders at the difficult problem, two beams unification c-type frames can only arrange water in one side
Flat hound, and horizontal hound cannot be set at opposite side so that two beam unification c-type frames cannot be well fixed, nothing
Method ensures construction quality, extends the construction period.
And for plug-in support system after standard c-type frame is unified with bearing beam two beam, need to unify c-type frame at two beams
On increase on leave behind support connect node, but this connection node be only applicable to the following tower crane of 2000t m two beams unification c-type frames, right
In ultra-large type swing arm tower crane, during two beams unifications on leave behind that to connect node power transmission complicated in support, calculate complexity, force path is difficult to push away
Drill, welding deformation more difficult control during welding, it is difficult to ensure welding quality.
Accordingly, it is desirable to provide a kind of large-scale swing arm crane external support system, it can solve the problem that the attachment point that tower crane needs
Contracting has been lost or has not been contracted and lost the difficult problems such as body of wall hinders so that two beams unification c-type frames are well fixed, it is ensured that construction quality
And the construction period, and ensure that power transmission is clear and definite, reduce welding deformation, it is ensured that welding quality.
Summary of the invention
In order to overcome above-mentioned shortcoming of the prior art, it is an object of the present invention to provide a kind of large-scale swing arm tower crane
Plug-in support system dissymmetrical structure, it can solve the problem that the attachment point contracting that tower crane needs has been lost or the mistake body of wall that do not contracted hinders
A difficult problem so that two beam unification c-type frames are well fixed, it is ensured that construction quality and construction period, being suitable to large-scale promotion should
With.
Another object of the present invention is to provide a kind of large-scale swing arm crane external support system dissymmetrical structure, it can
Ensure that power transmission is clear and definite, reduce welding deformation, it is ensured that welding quality, be suitable to large-scale promotion application.
Another object of the present invention is to provide a kind of large-scale swing arm crane external support system dissymmetrical structure, its design
Ingenious, simple for structure, easy to use, be suitable to large-scale promotion application.
For reaching object above, the large-scale swing arm crane external support system dissymmetrical structure of the present invention is oblique including level
Strut and horizontal hound built-in fitting, be characterized in, described large-scale swing arm crane external support system dissymmetrical structure also includes
Horizontal joists, vertical brace, brace built-in fitting, vertical hound and hound built-in fitting, described horizontal joists is for propping up
Holding two beam unification c-type frames, described brace built-in fitting and described hound built-in fitting vertically arrange and are used for being embedded in respectively
In first building structure and the second building structure, described brace built-in fitting is positioned at the top of described hound built-in fitting, described
Horizontal joists has first end and the second end, the two ends of described vertical brace connect respectively described brace built-in fitting and
Described first end is used for holding described first end, and the two ends of described vertical hound connect described hound built-in fitting respectively
It is used for propping up described first end, described vertical brace and described vertical hound with described first end and forms dextrorotation
The splayed turning 90 degrees and described vertical brace are positioned at the top of described vertical hound, and described horizontal hound built-in fitting is used
In being embedded in the 3rd building structure, the two ends of described horizontal hound connect described horizontal hound built-in fitting and described respectively
The second end is used for propping up described the second end.
It is preferred that described brace built-in fitting has the first embedded board and the first anchor studs, described first embedded board is vertical
Arranging, described first anchor studs level is installed on described first embedded board, described first embedded board and described first anchor studs
For being embedded in described first building structure；Or, described hound built-in fitting has the second embedded board and the second anchor studs,
Described second embedded board is vertically arranged, and described second anchor studs level is installed on described second embedded board, described second pre-buried
Plate and described second anchor studs are used for being embedded in described second building structure；Or, described horizontal hound built-in fitting has
3rd embedded board and the 3rd anchor studs, described 3rd embedded board is vertically arranged, and described 3rd anchor studs level is installed in described
On three embedded boards, described 3rd embedded board and described 3rd anchor studs are used for being embedded in described 3rd building structure.
It is preferred that one end of described vertical brace is vertically plugged in described brace built-in fitting；Or, described vertically
One end of hound is vertically plugged in described hound built-in fitting.
More preferably, one end of described vertical brace has the first vertical protuberance, and the described first vertical protuberance has first
Horizontal through hole, described brace built-in fitting has the first vertical slot, and the described first vertical slot has the first level perforation, institute
State the first vertical protuberance to be vertically plugged in the described first vertical slot, described first horizontal through hole and described first level perforation
In be inserted with the first bearing pin；One end of described vertical hound has the second vertical protuberance, and the described second vertical protuberance has
Two horizontal through hole, described hound built-in fitting has the second vertical slot, and the described second vertical slot has the second level perforation,
Described second vertical protuberance is vertically plugged in the described second vertical slot, and described second horizontal through hole and described second level are worn
Hole is inserted with the second bearing pin.
It is preferred that the other end of described vertical brace is vertically plugged on described first end；Or, described vertical oblique
The other end of strut is vertically plugged under described first end.
More preferably, the other end of described vertical brace has the 3rd vertical protuberance, and the described 3rd vertical protuberance has
Three horizontal through hole, described first end has the 3rd vertical slot, and the described 3rd vertical slot has the 3rd level perforation, institute
State the 3rd vertical protuberance to be vertically plugged in the described 3rd vertical slot, described 3rd horizontal through hole and described 3rd level perforation
In be inserted with the 3rd bearing pin；The other end of described vertical hound has the 4th vertical protuberance, and the described 4th vertical protuberance has
4th horizontal through hole, has the 4th vertical slot under described first end, the described 4th vertical slot has the 4th level perforation,
Described 4th vertical protuberance is vertically plugged in the described 4th vertical slot, and described 4th horizontal through hole and described 4th level are worn
Hole is inserted with the 4th bearing pin.
It is preferred that one end level of described horizontal hound is plugged in described horizontal hound built-in fitting.
More preferably, one end of described horizontal hound has the first horizontal projections, and described first horizontal projections has first
Vertical through holes, described horizontal hound built-in fitting has the first horizontal slot, and described first horizontal slot has first and vertically wears
Hole, described first horizontal projections level is plugged in described first horizontal slot, and described first vertical through holes and described first is erected
It is inserted with the 5th bearing pin in perforation.
It is preferred that the other end level of described horizontal hound is plugged on the end face of described the second end.
More preferably, the other end of described horizontal hound has the second horizontal projections, and described second horizontal projections has
Two vertical through holes, the end face of described the second end has the second horizontal slot, and described second horizontal slot has second and vertically wears
Hole, described second horizontal projections level is plugged in described second horizontal slot, and described second vertical through holes and described second is erected
It is inserted with the 6th bearing pin in perforation.
Beneficial effects of the present invention essentially consists in:
1, the large-scale swing arm crane external support system dissymmetrical structure of the present invention includes horizontal hound, horizontal hound
Built-in fitting, horizontal joists, vertical brace, brace built-in fitting, vertical hound and hound built-in fitting, horizontal joists is used for
Supporting two beam unification c-type frames, brace built-in fitting and hound built-in fitting vertically arrange and are used for being embedded in first respectively and build
In building structure and the second building structure, brace built-in fitting is positioned at the top of hound built-in fitting, and horizontal joists has the first end
Portion and the second end, the two ends of vertical brace connect brace built-in fitting and first end respectively for holding first end,
The two of vertical hound connect hound built-in fitting respectively and first end is used for propping up first end, and vertical brace is with vertical
Hound forms the splayed that turn 90 degrees of dextrorotation and vertical brace is positioned at the top of vertical hound, and horizontal hound is pre-
Embedded part is used for being embedded in the 3rd building structure, and the two ends of horizontal hound connect horizontal hound built-in fitting and the second end respectively
Portion is used for propping up the second end, therefore, it is possible to the attachment point contracting solving tower crane needs has been lost or the mistake body of wall that do not contracted hinders
A difficult problem so that two beam unification c-type frames are well fixed, it is ensured that construction quality and construction period, being suitable to large-scale promotion should
With.
2, the large-scale swing arm crane external support system dissymmetrical structure of the present invention includes horizontal hound, horizontal hound
Built-in fitting, horizontal joists, vertical brace, brace built-in fitting, vertical hound and hound built-in fitting, horizontal joists is used for
Supporting two beam unification c-type frames, brace built-in fitting and hound built-in fitting vertically arrange and are used for being embedded in first respectively and build
In building structure and the second building structure, brace built-in fitting is positioned at the top of hound built-in fitting, and horizontal joists has the first end
Portion and the second end, the two ends of vertical brace connect brace built-in fitting and first end respectively for holding first end,
The two of vertical hound connect hound built-in fitting respectively and first end is used for propping up first end, and vertical brace is with vertical
Hound forms the splayed that turn 90 degrees of dextrorotation and vertical brace is positioned at the top of vertical hound, and horizontal hound is pre-
Embedded part is used for being embedded in the 3rd building structure, and the two ends of horizontal hound connect horizontal hound built-in fitting and the second end respectively
Portion is used for propping up the second end, thereby it is ensured that power transmission is clear and definite, reduces welding deformation, it is ensured that welding quality, is suitable to extensive
Popularization and application.
3, the large-scale swing arm crane external support system dissymmetrical structure of the present invention includes horizontal hound, horizontal hound
Built-in fitting, horizontal joists, vertical brace, brace built-in fitting, vertical hound and hound built-in fitting, horizontal joists is used for
Supporting two beam unification c-type frames, brace built-in fitting and hound built-in fitting vertically arrange and are used for being embedded in first respectively and build
In building structure and the second building structure, brace built-in fitting is positioned at the top of hound built-in fitting, and horizontal joists has the first end
Portion and the second end, the two ends of vertical brace connect brace built-in fitting and first end respectively for holding first end,
The two of vertical hound connect hound built-in fitting respectively and first end is used for propping up first end, and vertical brace is with vertical
Hound forms the splayed that turn 90 degrees of dextrorotation and vertical brace is positioned at the top of vertical hound, and horizontal hound is pre-
Embedded part is used for being embedded in the 3rd building structure, and the two ends of horizontal hound connect horizontal hound built-in fitting and the second end respectively
Portion is used for propping up the second end, therefore, designs ingenious, simple for structure, easy to use, is suitable to large-scale promotion application.
The these and other objects of the present invention, feature and advantage, by following detailed description, drawings and claims obtain
To fully demonstrate, and can be achieved by means, device and the combinations thereof specially pointed out in claims.
Accompanying drawing explanation
Fig. 1 is that a specific embodiment of the large-scale swing arm crane external support system dissymmetrical structure of the present invention supports two beams
The schematic front view of unification c-type frame.
It is pre-buried that Fig. 2 is that the structure shown in Fig. 1 removes vertical brace, brace built-in fitting, vertical hound and hound
The schematic top plan view of part.
Fig. 3 is the schematic front view of the brace built-in fitting shown in Fig. 1.
Fig. 4 is that the right side of the brace built-in fitting shown in Fig. 1 regards schematic diagram.
Fig. 5 is the schematic front view of the vertical brace shown in Fig. 1.
Fig. 6 is the schematic top plan view of the vertical brace shown in Fig. 1.
Fig. 7 is the local schematic front view of the first end shown in Fig. 1.
Fig. 8 is the local schematic top plan view of the first end shown in Fig. 1.
Fig. 9 is the schematic front view of the hound built-in fitting shown in Fig. 1.
Figure 10 is that the right side of the hound built-in fitting shown in Fig. 1 regards schematic diagram.
Figure 11 is the schematic front view of the vertical hound shown in Fig. 1.
Figure 12 is the schematic top plan view of the vertical hound shown in Fig. 1.
Figure 13 is the local schematic front view of the first end shown in Fig. 1.
Figure 14 is that the right side, local of the first end shown in Fig. 1 regards schematic diagram.
Figure 15 is the schematic top plan view of the horizontal hound built-in fitting shown in Fig. 1.
Figure 16 is that the right side of the horizontal hound built-in fitting shown in Fig. 1 regards schematic diagram.
Figure 17 is the schematic front view of the horizontal hound shown in Fig. 1.
Figure 18 is the schematic top plan view of the horizontal hound shown in Fig. 1.
Figure 19 is the local schematic top plan view of the second end shown in Fig. 1.
Figure 20 is that the right side, local of the second end shown in Fig. 1 regards schematic diagram.
(symbol description)
1 horizontal joists；11 first ends；12 the second ends；13 the 3rd vertical slots；14 the 3rd level perforation；15 the 4th
Vertical slot；16 the 4th level perforation；17 second horizontal slot；18 second vertically bore a hole；19 the 6th bearing pins；2 vertical braces；
21 first vertical protuberances；22 first horizontal through hole；23 the 3rd vertical protuberances；24 the 3rd horizontal through hole；25 the 3rd bearing pins；3 oblique pulls
Bar built-in fitting；31 first embedded boards；32 first anchor studs；33 first vertical slots；34 first level perforation；35 first bearing pins；4
Vertical hound；41 second vertical protuberances；42 second horizontal through hole；43 the 4th vertical protuberances；44 the 4th horizontal through hole；45 the 4th
Bearing pin；5 hound built-in fittings；51 second embedded boards；52 second anchor studs；53 second vertical slots；54 second level perforation；55
Second bearing pin；6 horizontal hounds；61 first horizontal projections；62 first vertical through holes；63 second horizontal projections；64 second is vertical
Through hole；7 horizontal hound built-in fittings；71 the 3rd embedded boards；72 the 3rd anchor studs；73 first horizontal slot；74 first vertically wear
Hole；75 the 5th bearing pins；10 liang of beam unification c-type frames.
Detailed description of the invention
In order to be more clearly understood that the technology contents of the present invention, describe in detail especially exemplified by following example.
Referring to shown in Fig. 1-Figure 20, the large-scale swing arm crane external support system dissymmetrical structure of the present invention includes level
Hound 6, horizontal hound built-in fitting 7, horizontal joists 1, vertical brace 2, brace built-in fitting 3, vertical hound 4 and tiltedly
Strut built-in fitting 5, described horizontal joists 1 is for supporting two beam unification c-type frame 10, described brace built-in fitting 3 and described diagonal brace
Bar built-in fitting 5 vertically arranges and is used for being embedded in respectively in the first building structure and the second building structure, and described brace is pre-
Embedded part 3 is positioned at the top of described hound built-in fitting 5, and described horizontal joists 1 has first end 11 and the second end 12, described
The two ends of vertical brace 2 connect described brace built-in fitting 3 and described first end 11 respectively for holding described first end
Portion 11, the two ends of described vertical hound 4 connect described hound built-in fitting 5 respectively and described first end 11 is used for propping up institute
Stating first end 11, described vertical brace 2 and described vertical hound 4 form splayed that dextrorotation turn 90 degrees and described
Vertical brace 2 is positioned at the top of described vertical hound 4, and described horizontal hound built-in fitting 7 is used for being embedded in the 3rd building
In structure, the two ends of described horizontal hound 6 connect described horizontal hound built-in fitting 7 respectively and described the second end 12 is used for
Prop up described the second end 12.
So-called vertical brace 2 refers to be arranged on the pull bar that vertical plane is interior and is obliquely installed, so-called vertical hound 4
In referring to be arranged on vertical plane and the strut that is obliquely installed, in so-called horizontal hound 6 refers to be arranged on horizontal plane and
The strut being obliquely installed.Described first building structure, described second building structure and described 3rd building structure can be body of wall,
Column, crossbeam, floor etc., can be identical or different.
Described brace built-in fitting 3 can have any suitable structure, refers to shown in Fig. 1, Fig. 3-Fig. 4, at this
In a bright specific embodiment, described brace built-in fitting 3 has the first embedded board 31 and the first anchor studs 32, described first pre-
Buried plate 31 is vertically arranged, and described first anchor studs 32 level is installed on described first embedded board 31, described first embedded board 31
It is used for being embedded in described first building structure with described first anchor studs 32.
Described hound built-in fitting 5 can have any suitable structure, refers to shown in Fig. 1, Fig. 9-Figure 10, at this
In a bright specific embodiment, described hound built-in fitting 5 has the second embedded board 51 and the second anchor studs 52, described second pre-
Buried plate 51 is vertically arranged, and described second anchor studs 52 level is installed on described second embedded board 51, described second embedded board 51
It is used for being embedded in described second building structure with described second anchor studs 52.
One end of described vertical brace 2 connects described brace built-in fitting 3 can use any suitable structure, please join
As shown in Fig. 1, Fig. 3-Fig. 6, in a specific embodiment of the present invention, one end of described vertical brace 2 is vertically plugged on institute
State in brace built-in fitting 3.
One end of described vertical brace 2 be vertically plugged in described brace built-in fitting 3 can use any suitably
Structure, refers to shown in Fig. 1, Fig. 3-Fig. 6, and in a specific embodiment of the present invention, one end of described vertical brace 2 has
First vertical protuberance 21, the described first vertical protuberance 21 has the first horizontal through hole 22, and described brace built-in fitting 3 has first
Vertical slot 33, the described first vertical slot 33 has the first level perforation 34, and the described first vertical protuberance 21 is vertically plugged in
In described first vertical slot 33, described first horizontal through hole 22 and described first level perforation 34 are inserted with the first bearing pin
35。
One end of described vertical hound 4 connects described hound built-in fitting 5 can use any suitable structure, please join
As shown in Fig. 1, Fig. 9-Figure 12, in a specific embodiment of the present invention, one end of described vertical hound 4 is vertically plugged on institute
State in hound built-in fitting 5.
One end of described vertical hound 4 be vertically plugged in described hound built-in fitting 5 can use any suitably
Structure, refers to shown in Fig. 1, Fig. 9-Figure 12, in a specific embodiment of the present invention, and one end tool of described vertical hound 4
Having the second vertical protuberance 41, the described second vertical protuberance 41 to have the second horizontal through hole 42, described hound built-in fitting 5 has
Two vertical slots 53, the described second vertical slot 53 has the second level perforation 54, and the described second vertical protuberance 41 vertically plugs
In the described second vertical slot 53, described second horizontal through hole 42 and described second level perforation 54 are inserted with the second bearing pin
55。
The other end of described vertical brace 2 connects described first end 11 can use any suitable structure, please join
As shown in Fig. 1-Fig. 2, in a specific embodiment of the present invention, the other end of described vertical brace 2 is vertically plugged on described
On first end 11.
The other end of described vertical brace 2 is vertically plugged on described first end 11 and can use any suitable knot
Structure, refers to shown in Fig. 1, Fig. 5-Fig. 8, and in a specific embodiment of the present invention, the other end of described vertical brace 2 has
3rd vertical protuberance 23, the described 3rd vertical protuberance 23 has the 3rd horizontal through hole 24, described first end 11 has the 3rd
Vertical slot 13, the described 3rd vertical slot 13 has the 3rd level perforation 14, and the described 3rd vertical protuberance 23 is vertically plugged in
In described 3rd vertical slot 13, described 3rd horizontal through hole 24 and described 3rd level perforation 14 are inserted with the 3rd bearing pin
25。
The other end of described vertical hound 4 connects described first end 11 can use any suitable structure, please join
As shown in Fig. 1, Figure 11-Figure 14, in a specific embodiment of the present invention, the vertical grafting of the other end of described vertical hound 4
Described first end 11 times.
The other end of described vertical hound 4 is vertically plugged on described first end can use any suitable knot for 11 times
Structure, refers to shown in Fig. 1, Figure 11-Figure 14, in a specific embodiment of the present invention, and the other end tool of described vertical hound 4
Having the 4th vertical protuberance 43, the described 4th vertical protuberance 43 to have the 4th horizontal through hole 44, described first end has for 11 times
Four vertical slots 15, the described 4th vertical slot 15 has the 4th level perforation 16, and the described 4th vertical protuberance 43 vertically plugs
In the described 4th vertical slot 15, described 4th horizontal through hole 44 and described 4th level perforation 16 are inserted with the 4th bearing pin
45。
Described horizontal hound built-in fitting 7 can have any suitable structure, refers to Fig. 1-Fig. 2, Figure 15-Figure 16 institute
Showing, in a specific embodiment of the present invention, described horizontal hound built-in fitting 7 has the 3rd embedded board 71 and the 3rd anchor studs
72, described 3rd embedded board 71 is vertically arranged, and described 3rd anchor studs 72 level is installed on described 3rd embedded board 71, described
3rd embedded board 71 and described 3rd anchor studs 72 are used for being embedded in described 3rd building structure.
One end of described horizontal hound 6 connects described horizontal hound built-in fitting 7 can use any suitable structure,
Refer to shown in Fig. 1-Fig. 2, Figure 15-Figure 18, in a specific embodiment of the present invention, one end water of described horizontal hound 6
Plug flat is connected in described horizontal hound built-in fitting 7.
One end level of described horizontal hound 6 is plugged in described horizontal hound built-in fitting 7 can use any conjunction
Suitable structure, refers to shown in Fig. 1-Fig. 2, Figure 15-Figure 18, in a specific embodiment of the present invention, and described horizontal hound 6
One end there is the first horizontal projections 61, described first horizontal projections 61 has the first vertical through holes 62, described horizontal hound
Built-in fitting 7 has the first horizontal slot 73, and described first horizontal slot 73 has the first vertically perforation 74, and described first level is convex
Portion 61 level is plugged in described first horizontal slot 73, inserts in described first vertical through holes 62 and described first vertically perforation 74
It is provided with the 5th bearing pin 75.
The other end of described horizontal hound 6 connects described the second end 12 can use any suitable structure, please join
As shown in Fig. 1-Fig. 2, Figure 17-Figure 20, in a specific embodiment of the present invention, the other end level of described horizontal hound 6
It is plugged on the end face of described the second end 12.
The other end level of described horizontal hound 6 be plugged on the end face of described the second end 12 can use any properly
Structure, refer to shown in Fig. 1-Fig. 2, Figure 17-Figure 20, in a specific embodiment of the present invention, described horizontal hound 6
The other end has the second horizontal projections 63, and described second horizontal projections 63 has the second vertical through holes 64, described the second end 12
End face there is the second horizontal slot 17, described second horizontal slot 17 has the second vertically perforation 18, and described second level is convex
Portion 63 level is plugged in described second horizontal slot 17, inserts in described second vertical through holes 64 and described second vertically perforation 18
It is provided with the 6th bearing pin 19.
When the present invention uses, by brace built-in fitting 3, hound built-in fitting 5 and horizontal hound built-in fitting 7 pre-plugged
In suitable building structure, supporting two beam unification c-type frames 10 by horizontal joists 1, the two ends of vertical brace 2 connect respectively
The first end 11 of brace built-in fitting 3 and horizontal joists 1, the two ends of vertical hound 4 connect hound built-in fitting 5 He respectively
First end 11, the two ends of horizontal hound 6 connect the second end 12 of horizontal hound built-in fitting 7 and horizontal joists 1 respectively.
The present invention is left behind on two beams 10 times increases of unification c-type frames 1 meet according to the principle of Machine Design, structure design
The horizontal joists 1 of support function, to reduce welding deformation, it is ensured that power transmission is clear and definite, simultaneously this horizontal joists 1 and two beams unification c-type frame
10 can effectively integrate, and do not increase and have bad luck rod member quantity；Connected the second end of horizontal joists 1 by horizontal hound 6 simultaneously
12, it is connected on the first end 11 of horizontal joists 1 by vertical brace 2, is connected to horizontal joists by vertical hound 4
The first end of 1 11 times, constitutes dissymmetrical structure, and the attachment point contracting that solving tower crane needs has been lost or the mistake body of wall that do not contracted hinders
Etc. a difficult problem.
Advantages of the present invention essentially consists in:
1, the versatility of the two beam unification c-type frames that standard c-type frame is formed is added with the unification of bearing beam two beam；
2, the crane external support system one side solved owing to space reasons causes by Structure Calculation cannot arrange level
The special circumstances of hound；
3, overcome two beams unification c-type frames leave behind in ultra-large type swing arm crane external operating mode support node power transmission indefinite
A difficult problem；
4, reduce tower crane support system weight, optimize calculating process and stress form, save duration, cost, wound
Make benefit.
To sum up, the large-scale swing arm crane external support system dissymmetrical structure of the present invention can solve the problem that the attachment that tower crane needs
Point contracting has been lost or has not been contracted and lost the difficult problems such as body of wall hinders so that two beams unification c-type frames are well fixed, it is ensured that construction matter
Amount and construction period, and ensure that power transmission is clear and definite, reduce welding deformation, it is ensured that welding quality, design ingenious, structure letter
Clean, easy to use, be suitable to large-scale promotion application.
As can be seen here, the purpose of the present invention the most completely and is effectively achieved.The function of the present invention and structural principle
Being shown the most in an embodiment and illustrate, without departing substantially under described principle, embodiment can arbitrarily be revised.So, this
Bright include based on claim spirit and all variant embodiment of right.
Claims (10)
1. a large-scale swing arm crane external support system dissymmetrical structure, pre-buried including horizontal hound and horizontal hound
Part, it is characterised in that described large-scale swing arm crane external support system dissymmetrical structure also includes horizontal joists, vertical oblique pull
Bar, brace built-in fitting, vertical hound and hound built-in fitting, described horizontal joists is for supporting two beam unification c-type frame, institute
State brace built-in fitting and described hound built-in fitting is vertically arranged and for being embedded in the first building structure and second respectively
In building structure, described brace built-in fitting is positioned at the top of described hound built-in fitting, and described horizontal joists has the first end
Portion and the second end, the two ends of described vertical brace connect described brace built-in fitting respectively and described first end is used for drawing
First end is stated in residence, and the two ends of described vertical hound connect described hound built-in fitting respectively and described first end is used for
Prop up described first end, described vertical brace and described vertical hound and form splayed and the institute that dextrorotation turn 90 degrees
Stating vertical brace and be positioned at the top of described vertical hound, described horizontal hound built-in fitting is used for being embedded in the 3rd building knot
In structure, the two ends of described horizontal hound connect described horizontal hound built-in fitting respectively and described the second end is used for propping up institute
State the second end.
Large-scale swing arm crane external support system dissymmetrical structure the most as claimed in claim 1, it is characterised in that described oblique pull
Bar built-in fitting has the first embedded board and the first anchor studs, and described first embedded board is vertically arranged, described first anchor studs level
Being installed on described first embedded board, described first embedded board and described first anchor studs are used for being embedded in described first building knot
In structure；Or, described hound built-in fitting has the second embedded board and the second anchor studs, and described second embedded board is vertically arranged,
Described second anchor studs level is installed on described second embedded board, and described second embedded board and described second anchor studs are for pre-
It is embedded in described second building structure；Or, described horizontal hound built-in fitting has the 3rd embedded board and the 3rd anchor studs, institute
Stating the 3rd embedded board vertically arranged, described 3rd anchor studs level is installed on described 3rd embedded board, described 3rd embedded board
It is used for being embedded in described 3rd building structure with described 3rd anchor studs.
Large-scale swing arm crane external support system dissymmetrical structure the most as claimed in claim 1, it is characterised in that described vertically
One end of brace is vertically plugged in described brace built-in fitting；Or, one end of described vertical hound is vertically plugged on
In described hound built-in fitting.
Large-scale swing arm crane external support system dissymmetrical structure the most as claimed in claim 3, it is characterised in that described vertically
One end of brace has the first vertical protuberance, and the described first vertical protuberance has the first horizontal through hole, and described brace is pre-buried
Part has the first vertical slot, and the described first vertical slot has the first level perforation, and the described first vertical protuberance vertically plugs
In the described first vertical slot, described first horizontal through hole and described first level perforation are inserted with the first bearing pin；Described
One end of vertical hound has the second vertical protuberance, and the described second vertical protuberance has the second horizontal through hole, described hound
Built-in fitting has the second vertical slot, and the described second vertical slot has the second level perforation, and the described second vertical protuberance is vertical
It is plugged in the described second vertical slot, described second horizontal through hole and described second level perforation are inserted with the second bearing pin.
Large-scale swing arm crane external support system dissymmetrical structure the most as claimed in claim 1, it is characterised in that described vertically
The other end of brace is vertically plugged on described first end；Or, the other end of described vertical hound is vertically plugged on
Under described first end.
Large-scale swing arm crane external support system dissymmetrical structure the most as claimed in claim 5, it is characterised in that described vertically
The other end of brace has the 3rd vertical protuberance, and the described 3rd vertical protuberance has the 3rd horizontal through hole, described first end
On there is the 3rd vertical slot, the described 3rd vertical slot have the 3rd level perforation, the described 3rd vertical protuberance vertically plugs
In the described 3rd vertical slot, described 3rd horizontal through hole and described 3rd level perforation are inserted with the 3rd bearing pin；Described
The other end of vertical hound has the 4th vertical protuberance, and the described 4th vertical protuberance has the 4th horizontal through hole, and described first
Having the 4th vertical slot under end, the described 4th vertical slot has the 4th level perforation, and the described 4th vertical protuberance is vertical
It is plugged in the described 4th vertical slot, described 4th horizontal through hole and described 4th level perforation are inserted with the 4th bearing pin.
Large-scale swing arm crane external support system dissymmetrical structure the most as claimed in claim 1, it is characterised in that described level
One end level of hound is plugged in described horizontal hound built-in fitting.
Large-scale swing arm crane external support system dissymmetrical structure the most as claimed in claim 7, it is characterised in that described level
One end of hound has the first horizontal projections, and described first horizontal projections has the first vertical through holes, described horizontal hound
Built-in fitting has the first horizontal slot, and described first horizontal slot has first and vertically bores a hole, described first horizontal projections level
It is plugged in described first horizontal slot, described first vertical through holes and described first vertically perforation is inserted with the 5th bearing pin.
Large-scale swing arm crane external support system dissymmetrical structure the most as claimed in claim 1, it is characterised in that described level
The other end level of hound is plugged on the end face of described the second end.
Large-scale swing arm crane external support system dissymmetrical structure the most as claimed in claim 9, it is characterised in that described water
The other end of flat hound has the second horizontal projections, and described second horizontal projections has the second vertical through holes, described second end
The end face in portion has the second horizontal slot, and described second horizontal slot has second and vertically bores a hole, described second horizontal projections water
Plug flat is located in described second horizontal slot, is inserted with the 6th pin in described second vertical through holes and described second vertically perforation
Axle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610829558.XA CN106315432B (en) | 2016-09-19 | 2016-09-19 | A kind of large-scale swing arm crane external support system dissymmetrical structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610829558.XA CN106315432B (en) | 2016-09-19 | 2016-09-19 | A kind of large-scale swing arm crane external support system dissymmetrical structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106315432A true CN106315432A (en) | 2017-01-11 |
| CN106315432B CN106315432B (en) | 2017-12-22 |
Family
ID=57787337
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610829558.XA Active CN106315432B (en) | 2016-09-19 | 2016-09-19 | A kind of large-scale swing arm crane external support system dissymmetrical structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106315432B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20020134745A1 (en) * | 2001-03-21 | 2002-09-26 | Jaak Jurimae | Tower crane device |
| JP2010173860A (en) * | 2010-04-08 | 2010-08-12 | Kajima Corp | Device for horizontally supporting mast of tower crane |
| CN202542746U (en) * | 2012-04-28 | 2012-11-21 | 上海建工集团股份有限公司 | Supporting structure for interior climbing tower crane |
| CN103896165A (en) * | 2014-02-28 | 2014-07-02 | 中建钢构有限公司 | Suspension type outside climbing tower crane supporting system and turnover using method thereof |
| CN104591006A (en) * | 2013-10-30 | 2015-05-06 | 浙江舜江建设集团有限公司 | Single-edge extended truss mechanism of tower crane and construction method thereof |
| CN204342309U (en) * | 2014-12-12 | 2015-05-20 | 中建三局集团有限公司 | Novel tower crane attached wall attachment lattice bracing frame auxiliary device |
-
2016
- 2016-09-19 CN CN201610829558.XA patent/CN106315432B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20020134745A1 (en) * | 2001-03-21 | 2002-09-26 | Jaak Jurimae | Tower crane device |
| JP2010173860A (en) * | 2010-04-08 | 2010-08-12 | Kajima Corp | Device for horizontally supporting mast of tower crane |
| CN202542746U (en) * | 2012-04-28 | 2012-11-21 | 上海建工集团股份有限公司 | Supporting structure for interior climbing tower crane |
| CN104591006A (en) * | 2013-10-30 | 2015-05-06 | 浙江舜江建设集团有限公司 | Single-edge extended truss mechanism of tower crane and construction method thereof |
| CN103896165A (en) * | 2014-02-28 | 2014-07-02 | 中建钢构有限公司 | Suspension type outside climbing tower crane supporting system and turnover using method thereof |
| CN204342309U (en) * | 2014-12-12 | 2015-05-20 | 中建三局集团有限公司 | Novel tower crane attached wall attachment lattice bracing frame auxiliary device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106315432B (en) | 2017-12-22 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104265302B (en) | Jacking pipe joints stopping device | |
| CN106351372B (en) | A kind of vertical and horizontal keel universal connector of building curtain wall | |
| CN106315432A (en) | Asymmetric structure of external hanging supporting system of large movable arm tower crane | |
| CN203347705U (en) | Drill rod connector | |
| CN205778885U (en) | A kind of shield machine reaction frame | |
| CN106185658B (en) | A kind of large-scale swing arm tower crane c-type frame installs strut member joist device of leaving behind | |
| CN208270197U (en) | A kind of para-seismic support experimental rig | |
| CN204591103U (en) | Folding ladder for building | |
| CN203846780U (en) | Semi-automatic lifting type operating platform device | |
| CN204223563U (en) | Rack support rod mechanism | |
| CN203884110U (en) | A blind plug-in and pull-out assisting handle mechanism of a multi-pin type connector control cabinet case | |
| CN203461730U (en) | Positioning device and pulling plate positioning structure applicable to crane | |
| CN208363108U (en) | A kind of stiffener that soil nailing bored concrete pile deep foundation ditch combination supporting scheme structure is easy to disassemble | |
| CN207898414U (en) | A kind of bath towel holder | |
| CN206337868U (en) | A kind of attachment means for mechanical parking equipment middle cross beam, longeron and lift shaft | |
| CN204645641U (en) | Construction formwork is to drawing device | |
| CN106272251B (en) | A kind of Anti-off bolt support | |
| CN103956692A (en) | Special support for penetrating and inserting cables in municipal engineering | |
| CN203081313U (en) | Drill floor widening footboard | |
| CN204223408U (en) | Rack bracing or strutting arrangement | |
| CN202628705U (en) | Hidden connection structure of crossed handrail of rail vehicle | |
| CN211310575U (en) | Door frame lug mounting structure | |
| CN209429564U (en) | A kind of building construction elevator shaft safeguard structure | |
| CN207988237U (en) | One kind building stone curtain wall by laying bricks or stones | |
| CN207840218U (en) | A kind of girder steel bottom wing listrium boring device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |