CN205873735U - Device is climbed to special tower built -in in superelevation layer - Google Patents
Device is climbed to special tower built -in in superelevation layer Download PDFInfo
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- CN205873735U CN205873735U CN201620888444.8U CN201620888444U CN205873735U CN 205873735 U CN205873735 U CN 205873735U CN 201620888444 U CN201620888444 U CN 201620888444U CN 205873735 U CN205873735 U CN 205873735U
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Abstract
The utility model discloses a device is climbed to special tower built -in in superelevation layer, including the body of the tower, the body of the tower is inside to have a plurality of climbing the festival along its direction of height parallel arrangement, is provided with on the festival that climbs and climbs the area, and the body of the tower climbs section fixed stay on a plurality of support of main girder of group through a plurality of, climb section and support of main girder between fixed connection, the last both sides that lie in the body of the tower of support of main girder respectively are provided with to climb props the claw, the utility model provides a device is climbed to special tower built -in in superelevation layer, whole device novel structure, safe and reliable, that ann tears open is convenient, shorten the cycle of climbing, climbs a large amount of bodies of the tower of mode saving in the adoption, this device can adopt external mode, does not influence the continuity of the inside construction of a core section of thick bamboo, and need not be attached to on the skin, and the technical problem that can not lead to building outer ornament and whole construction to go on does not in step also have the influence to building outer ornament, and the construction is convenient.
Description
Technical field
This utility model relates to hoisting machinery technical field, climbs device in being specifically related to a kind of special tower crane of Super High.
Technical background
Along with the fast development of building trade, resistance of super high-rise steel structures is increasing all over the world, the requirement to efficiency
More and more higher, start to use whip-typed tower crane in a large number in high-building construction.Being provided with of current tower crane is plug-in
Inside climbing mode, its supporting construction has carriage and Ma Dun, and complicated integral structure, poor stability, security performance are low, wastes material simultaneously
Material, uneconomical, labor intensive, the preparatory period of climbing is long, is unfavorable for the shortening of duration of a project.The most necessary in prior art
On the basis of, the Super High special tower crane climbing device of a kind of reasonable in design of R & D design.
Utility model content
The purpose of this utility model is to solve the deficiencies in the prior art, it is provided that a kind of reasonable in design, firm resistance to
With, easy to operate, climb device in the special tower crane that the cycle of climbing is short, this device is a kind of resistance of super high-rise steel structures construction tower crane
Climbing device, it is possible to solve complicated integral structure present in prior art, poor stability, security performance low, waste simultaneously
Material, uneconomical, labor intensive, preparatory period length of climbing, be unfavorable for shortening the technical problem such as duration of a project
In order to realize object above, technical solution adopted in the utility model is:
Climb device in a kind of special tower crane of Super High, including tower body, be arranged with in parallel many along its short transverse inside tower body
The individual joint that climbs, the joint that climbs is provided with and climbs band, and tower body is fixedly supported on some groups of support girders by multiple joints that climb, and climbs
Save be connected fixing with between support girder；The both sides being positioned at tower body on support girder are each provided with the support claw that climbs, on support girder
It is provided with the jacking block of the degree of balance for tower body；
Often group support girder at least includes two support girders be arrangeding in parallel and be perpendicular to building masonry wall, and every is propped up
One end of support girder is connected with the first built-in fitting being embedded in advance in building masonry wall, and the support girder other end supports master with being arranged at
One end of lower supporting rod below beam connects, and the other end of lower supporting rod is connected with the second built-in fitting being embedded in advance in building masonry wall；
The side of support girder is provided with triatic stay, and triatic stay one end is with the 3rd built-in fitting being embedded in building masonry wall in advance even
Connecing, the triatic stay other end is fixedly connected on the side of support girder.
Preferably, climb and between joint and support girder, use high strength exploitation.
Preferably, it is hinged between support girder and the first built-in fitting.
Preferably, it is hinged between lower supporting rod and the second built-in fitting.
Preferably, between support girder and lower supporting rod it is pin joint.
This utility model compared with prior art, has the advantage that
1, climbing device in the special tower crane of Super High that this utility model provides, whole apparatus structure is novel, safe and reliable, peace
Tear open convenient, shorten climb the cycle, in employing, the mode of climbing saves a large amount of tower body；This device can use plug-in mode, does not affect core
The seriality of cylinder interior construction, and need not be attached on skin, it is not result in building extraneous adornment and integral construction
The technical problem carried out cannot be synchronized, on building extraneous adornment also without impact, convenient construction.
2, eliminating the transition apparatus climbed between joint and support girder in this utility model, the joint that climbs sets with support girder
Count into and be directly connected to high-strength bolt, make peace tear open more convenient.
3, this utility model optimization structurally, make whole in climb system simpler, economy, safety are higher.
4, this utility model tower crane may be installed the outside of building, can solve steel construction stockyard to a certain extent remote
Problem.
Accompanying drawing explanation
The side view structural representation of device is climbed in the special tower crane of Super High that Fig. 1 is described.
The top view structural representation of device is climbed in the special tower crane of Super High that Fig. 2 is described.
The structural representation of support girder in device is climbed in the special tower crane of Super High that Fig. 3 is described.
Detailed description of the invention
Below in conjunction with the accompanying drawings and specific embodiment, it is further elucidated with the technical solution of the utility model, it should be understood that these are real
Execute example be merely to illustrate this utility model rather than limit scope of the present utility model, after having read this utility model,
Those skilled in the art all fall within the application claims to the amendment of the various equivalent form of values of the present utility model and are limited
Scope.
As it is shown in figure 1, climb device in a kind of special tower crane of Super High, including tower body 8, tower body 8 is internal along its short transverse
It is arranged with multiple joint 5 that climbs in parallel, the joint 5 that climbs is provided with and climbs band 7, climb band and be suspended on, by hinged, the lower section saved of climbing,
Provide a supporting role when tower crane is climbed.
Tower body 85 is fixedly supported on some groups of support girders 4 by multiple joints that climb, climb joint 5 and support girder 4 it
Between fixing connect；The both sides being positioned at tower body 8 on support girder 4 are each provided with the support claw 3 that climbs, support girder 4 is provided with for
The jacking block 10 of the degree of balance of tower body 8.
Climb optimization device in the special tower crane of Super High described in the utility model, the described support claw that climbs in tower crane work or
There is provided for tower body during jacking and support；Climb band and support is provided when tower crane is climbed.
As in figure 2 it is shown, often group support girder 4 at least includes two supports be arrangeding in parallel and be perpendicular to building masonry wall
Girder 4, one end of every support girder 4 is hinged with the first built-in fitting 1 being embedded in advance in building masonry wall, support girder 4 another
End and one end pin joint being arranged at lower supporting rod 6 below support girder 4, the other end of lower supporting rod 6 be embedded in building masonry wall in advance
In the second built-in fitting 2 hinged；The side of support girder 4 is provided with triatic stay 11, and triatic stay 11 one end is built with being embedded in advance
The 3rd built-in fitting 9 built in thing body of wall connects, and triatic stay 11 other end is fixedly connected on the side of support girder 4.
Climbing and use the bolt of shear-pin and high intensity to be connected between joint 5 and support girder 4, support girder is used for support tower
Body.
The above is only preferred implementation of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of without departing from this utility model principle, it is also possible to make some improvements and modifications, these improve and
Retouching also should be regarded as protection domain of the present utility model.
Claims (5)
1. climbing device in the special tower crane of Super High, it is characterised in that include tower body (8), tower body (8) is internal the most square along it
To being arranged with multiple joint (5) that climbs in parallel, the joint (5) that climbs being provided with and climbs band (7), tower body (8) is solid by multiple joints (5) that climb
Surely it is supported on some groups of support girders (4), climbs fixing between joint (5) with support girder (4) connection；On support girder (4)
The both sides being positioned at tower body (8) are each provided with the support claw (3) that climbs, and support girder (4) is provided with the degree of balance for tower body (8)
Jacking block (10)；
Often organize support girder (4) and at least include two support girders be arrangeding in parallel and be perpendicular to building masonry wall (4), every
One end of support girder (4) is connected with the first built-in fitting (1) being embedded in advance in building masonry wall, support girder (4) other end with
The one end of the lower supporting rod (6) being arranged at support girder (4) lower section connects, the other end of lower supporting rod (6) be embedded in building wall in advance
The second built-in fitting (2) in body connects；The side of support girder (4) is provided with triatic stay (11), triatic stay (11) one end
Being connected with the 3rd built-in fitting (9) being embedded in advance in building masonry wall, triatic stay (11) other end is fixedly connected on support girder
(4) side.
Device is climbed, it is characterised in that climb joint (5) and support master in the special tower crane of Super High the most according to claim 1
High strength exploitation is used between beam (4).
Device is climbed, it is characterised in that support girder (4) and first in the special tower crane of Super High the most according to claim 1
It is hinged between built-in fitting (1).
Device is climbed, it is characterised in that lower supporting rod (6) is pre-with second in the special tower crane of Super High the most according to claim 1
It is hinged between embedded part (2).
Device is climbed, it is characterised in that support girder (4) and lower support in the special tower crane of Super High the most according to claim 1
It is pin joint between bar (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620888444.8U CN205873735U (en) | 2016-08-16 | 2016-08-16 | Device is climbed to special tower built -in in superelevation layer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620888444.8U CN205873735U (en) | 2016-08-16 | 2016-08-16 | Device is climbed to special tower built -in in superelevation layer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205873735U true CN205873735U (en) | 2017-01-11 |
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ID=57704835
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620888444.8U Active CN205873735U (en) | 2016-08-16 | 2016-08-16 | Device is climbed to special tower built -in in superelevation layer |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205873735U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110116966A (en) * | 2019-06-18 | 2019-08-13 | 上海建工四建集团有限公司 | A kind of movable arm tower crane climbs boom device and its application method |
-
2016
- 2016-08-16 CN CN201620888444.8U patent/CN205873735U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110116966A (en) * | 2019-06-18 | 2019-08-13 | 上海建工四建集团有限公司 | A kind of movable arm tower crane climbs boom device and its application method |
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| GR01 | Patent grant |