CN106144925A - A kind of telescopic bracket device having enough to meet the need and using method thereof - Google Patents
A kind of telescopic bracket device having enough to meet the need and using method thereof Download PDFInfo
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- CN106144925A CN106144925A CN201610583407.0A CN201610583407A CN106144925A CN 106144925 A CN106144925 A CN 106144925A CN 201610583407 A CN201610583407 A CN 201610583407A CN 106144925 A CN106144925 A CN 106144925A
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- Prior art keywords
- female connector
- telescopic joint
- outer female
- out against
- connector beam
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Classifications
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- 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
- B66C23/72—Counterweights or supports for balancing lifting couples
- B66C23/78—Supports, e.g. outriggers, for mobile cranes
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Jib Cranes (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention belongs to Construction Technology of Super Tall Buildingin field, disclose a kind of telescopic bracket device having enough to meet the need and using method thereof, this device includes outer female connector beam, telescopic joint, telescoping mechanism and holds out against governor motion；Described outer female connector beam is fixedly mounted on the end of tower crane support beam, one end of described telescopic joint can slide axially and be arranged in described outer female connector beam, its other end stretches out described outer female connector beam and arranges, the other end of described telescopic joint is removably mounted on Core Walls Structure body of wall, described telescoping mechanism is arranged in described outer female connector beam, between outer female connector beam and one end of telescopic joint, hold out against governor motion described in multiple to be uniformly arranged between outer female connector beam and telescopic joint, each one end holding out against governor motion is fixedly mounted on outer female connector beam, its other end contacts through outer female connector beam with the outer surface of telescopic joint.The present invention can effectively transmit the load of the jumbo support beams such as tower crane, transports with support beam, it is achieved turnover uses.
Description
Technical field
The invention belongs to Construction Technology of Super Tall Buildingin field, be specifically related to a kind of telescopic bracket device having enough to meet the need and
Its using method.
Background technology
In construction of super highrise building, the heavy construction equipment with tower crane as representative for Core Walls Structure construction needs to use
The measures such as substantial amounts of steel embedded part, steel corbel, because having enough to meet the need use, cause cost high, and the complicated construction technique of these measures,
Relate to element factory making, on-the-spot overhead welding, be finished operations such as cutting off, need to expend a large amount of artificial, and construction risk is high.Cause
This, design a kind of jumbo support beam support means having enough to meet the need the most necessary.
Summary of the invention
It is an object of the invention to provide a kind of telescopic bracket device having enough to meet the need and using method thereof, it can effectively pass
Passing the load of the jumbo support beams such as tower crane, and have high-adaptability, can have enough to meet the need use, it is transported with support beam,
Technique is simple, can significantly save working measure cost, improves efficiency of construction.
The technical solution adopted for the present invention to solve the technical problems is:
A kind of telescopic bracket device having enough to meet the need, this device be arranged on the end of tower crane support beam and Core Walls Structure body of wall it
Between, this device includes outer female connector beam, telescopic joint, telescoping mechanism and holds out against governor motion；Described outer female connector beam is fixedly mounted on tower
Hanging the end of support beam, one end of described telescopic joint can slide axially and be arranged in described outer female connector beam, and its other end stretches out
Described outer female connector beam is arranged, and the other end of described telescopic joint is removably mounted on Core Walls Structure body of wall, and described telescoping mechanism sets
Putting in described outer female connector beam, and be fixedly mounted between described outer female connector beam and one end of telescopic joint, described telescoping mechanism leads to
The stretching motion crossing self regulates the axial location of described telescopic joint, multiple described in hold out against governor motion and be uniformly arranged on outer female connector
Between beam and telescopic joint, each one end holding out against governor motion is fixedly mounted on outer female connector beam, and its other end passes outer female connector
Beam contacts with the outer surface of telescopic joint, described in hold out against governor motion outer between female connector beam and telescopic joint by the flexible realization of self
Hold out against and unclamp.
By technique scheme, described outer female connector beam includes sleeve pipe base and is fixedly mounted on described sleeve pipe base
Sleeve pipe, described sleeve pipe base is fixedly mounted on the end of tower crane support beam by flange.
By technique scheme, described telescopic joint includes that one end is arranged on the extensible canopy in described outer female connector beam and installation
At the extensible canopy base of the described extensible canopy other end, it is empty that one end of described extensible canopy is provided with the termination for placing telescoping mechanism
Chamber, described extensible canopy base is provided with multiple bolt connecting hole for installing the bolt that can be taken off concrete, described extensible canopy
Base is provided with groove with the contact surface of Core Walls Structure body of wall, this contact surface is positioned at described groove periphery and is provided with the face of holding out against.
By technique scheme, the hole wall of described bolt connecting hole is designed as sphere.
By technique scheme, described in can be taken off the bolt of concrete and be designed as hollow structure, its inwall is provided with and spiral shell
Bolt twists the connecting portion of instrument phase configuration.
By technique scheme, described telescoping mechanism is self locking hydraulic lifting jack, one end of described self locking hydraulic lifting jack
Being fixedly mounted on outer female connector beam, its other end is placed in the termination cavity of described extensible canopy, and hinged with described extensible canopy.
By technique scheme, described in hold out against governor motion and include pushing tow assembly and mechanism base, described mechanism base is solid
Dingan County is contained in described outer female connector beam periphery, and one end of described pushing tow assembly is fixed on described mechanism base, and its other end is arranged
Have for the ball pivot seat with the extruding power transmission of described telescopic joint.
By technique scheme, described pushing tow assembly is self locking hydraulic lifting jack or screw jack or tie down screw.
By technique scheme, the periphery of described outer female connector beam is provided with 2 circles for installing the hole holding out against governor motion, often
Circle is provided with 4 holes.
Accordingly, the present invention also provides for the using method of a kind of said apparatus, comprises the following steps:
S1, a pair this device is arranged on by outer female connector beam the two ends of tower crane support beam, tower crane support beam is arranged on
Time on Core Walls Structure body of wall, first pass through telescoping mechanism telescopic joint is axially extending, when the other end and the Core Walls Structure body of wall of telescopic joint
During contact, telescopic joint is removably mounted on the Preserved node of Core Walls Structure body of wall by can be taken off the bolt of concrete, then
Adjust tower crane support beam position by holding out against governor motion, after being adjusted to precalculated position, telescoping mechanism and all hold out against regulation
Mechanism locks, and is in and holds out against self-locking state, telescoping mechanism transmission tower crane support beam axial force, holds out against governor motion transmission tower crane and props up
The moment of flexure of support beam and shearing；
S2, when removing this device, all governor motions that hold out against are retracted, and unclamp telescopic joint, and back-outing in Core Walls Structure body of wall can
Taking out the bolt of concrete, telescoping mechanism passes through retract action by telescopic joint axial retraction so that it is depart from Core Walls Structure body of wall, this dress
Put overall with the transhipment of tower crane support beam.
The present invention, has the advantages that this device is connected with tower crane support beam by arranging outer female connector beam, and outside
In female connector beam, telescopic joint is set, by the axial length in the telescopic adjustment telescopic joint of telescoping mechanism female connector beam outside, so that its
Touch Core Walls Structure body of wall, after contact puts in place, telescopic joint is removably connected with Core Walls Structure body of wall, and regulate and all hold out against regulation
Mechanism so that it is end holds out against on the outer surface of telescopic joint, tower crane support beam load first passes to outer female connector beam, then by telescopic machine
Structure, hold out against governor motion and pass to telescopic joint, then pass to structure wall, axial by telescoping mechanism transmission tower crane support beam
Power, holds out against moment of flexure and the shearing of governor motion transmission tower crane support beam, can effectively transmit the jumbo support beams such as tower crane
Load, and there is high-adaptability, during dismounting, only telescopic joint need to be separated with Core Walls Structure body of wall, whole device is with tower crane support beam
Transporting together, the turnover that can realize device uses.The present invention can effectively carry, and meets the bearing requirements of tower crane support beam, and
Can effectively adapt to site operation error, can quickly pacify and tear open, have enough to meet the need use completely, the installation of all kinds of support beam (frame) can be greatly improved
Efficiency, the cost reducing on-the-spot supporting measure puts into.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the invention will be further described, in accompanying drawing:
Fig. 1 is the scheme of installation of the embodiment of the present invention；
Fig. 2 is the structural representation of the embodiment of the present invention；
Fig. 3 is the full sectional view of Fig. 2；
Fig. 4 is the scheme of installation holding out against governor motion during the present invention implements；
Fig. 5 is the structural representation of embodiment of the present invention China and foreign countries female connector beam；
Fig. 6 is the structural representation of telescopic joint in the embodiment of the present invention；
Fig. 7 is the structural representation holding out against governor motion in the embodiment of the present invention.
In figure: the outer female connector beam of 1-Core Walls Structure body of wall, 2-tower crane support beam, 3-, 3.1-sleeve pipe, 3.2-sleeve pipe base, 4-stretch
Casing coupling, 4.1-extensible canopy, 4.1.1-termination cavity, 4.2-extensible canopy base, 4.2.1-bolt connecting hole, 4.2.2-groove,
4.2.3-hold out against face, 5-telescoping mechanism, 6-hold out against governor motion, 6.1-pushing tow assembly, 6.2-mechanism base, 7-can be taken off coagulation
The bolt of soil.
Detailed description of the invention
In order to make the purpose of the present invention, technical scheme and advantage clearer, below in conjunction with drawings and Examples, right
The present invention is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the present invention, not
For limiting the present invention.
A kind of telescopic bracket device having enough to meet the need, as Figure 1-Figure 4, this device is arranged on the end of tower crane support beam 2
Between portion and Core Walls Structure body of wall 1, this device includes outer female connector beam 3, telescopic joint 4, telescoping mechanism 5 and holds out against governor motion 6；External
Set beam 3 is fixedly mounted on the end of tower crane support beam 2, and one end of telescopic joint 4 can slide axially and be arranged in outer female connector beam 3,
Its other end stretches out outer female connector beam 3 and arranges, and the other end of telescopic joint 4 is removably mounted on Core Walls Structure body of wall 1, telescoping mechanism
5 are arranged in outer female connector beam 3, and are fixedly mounted between outer female connector beam 3 and one end of telescopic joint 4, and telescoping mechanism 5 is by self
The axial location of stretching motion regulation telescopic joint 4, multiple governor motions 6 that hold out against are uniformly arranged on outer female connector beam 3 and telescopic joint 4
Between, each one end holding out against governor motion 6 is fixedly mounted on outer female connector beam 3, and its other end is through outer female connector beam 3 and stretches
The outer surface contact of joint 4, hold out against governor motion 6 by the flexible realization of self outer between female connector beam 3 and telescopic joint 4 hold out against with
Unclamp.
In a preferred embodiment of the invention, as it is shown in figure 5, outer female connector beam 3 includes sleeve pipe base 3.2 and fixed installation
Sleeve pipe 3.1 on sleeve pipe base 3.2, as in figure 2 it is shown, sleeve pipe base 3.2 is fixedly mounted on tower crane support beam 2 by flange
End.
In a preferred embodiment of the invention, as shown in Figure 6, telescopic joint 4 includes that one end is arranged on stretching in outer female connector beam 3
Contracting beam 4.1 and be arranged on the extensible canopy base 4.2 of extensible canopy 4.1 other end, one end of extensible canopy 4.1 is provided with stretches for placing
The termination cavity 4.1.1 of contracting mechanism 5, extensible canopy base 4.2 is provided with multiple spiral shell for installing the bolt 7 that can be taken off concrete
Bolt connecting hole 4.2.1, wherein the hole wall of bolt connecting hole 4.2.1 is designed as sphere, to adapt to Core Walls Structure body of wall 1 Preserved node
Construction error, extensible canopy base 4.2 is provided with groove 4.2.2 with the contact surface of Core Walls Structure body of wall 1, this contact surface is positioned at groove
4.2.2 periphery is provided with and holds out against face 4.2.3.
In a preferred embodiment of the invention, as shown in Figure 1-Figure 3, the bolt 7 that can be taken off concrete is designed as hollow knot
Structure, its inwall is provided with twists the connecting portion of instrument phase configuration with bolt.
In a preferred embodiment of the invention, as shown in Fig. 2-Fig. 3, telescoping mechanism 5 is self locking hydraulic lifting jack, self-locking liquid
One end of pressure jack is fixedly mounted on outer female connector beam 3, and its other end is placed in the termination cavity 4.1.1 of extensible canopy 4.1,
And it is hinged with extensible canopy 4.1.
In a preferred embodiment of the invention, as it is shown in fig. 7, hold out against governor motion 6 and include at the bottom of pushing tow assembly 6.1 and mechanism
Seat 6.2, mechanism base 6.2 is fixedly mounted on outer female connector beam 3 periphery, and mechanism base 6.2 is fixed in one end of pushing tow assembly 6.1
On, its other end is provided with the ball pivot seat for extruding power transmission with telescopic joint 4.
In a preferred embodiment of the invention, as it is shown in fig. 7, pushing tow assembly 6.1 is self locking hydraulic lifting jack or screw mandrel thousand
Jin top or tie down screw.
In a preferred embodiment of the invention, as shown in figs 2-4, the periphery of outer female connector beam 3 is provided with 2 circles for installing top
The hole of tight governor motion 6, often circle is provided with 4 holes.
Accordingly, the present invention also provides for the using method of a kind of said apparatus, as shown in Figure 1-Figure 3, comprises the following steps:
S1, a pair this device is arranged on by outer female connector beam 3 two ends of tower crane support beam 2, tower crane support beam 2 is installed
Time on Core Walls Structure body of wall 1, first pass through telescoping mechanism 5 by axially extending for telescopic joint 4, when the other end and the core of telescopic joint 4
When cylinder body of wall 1 contacts, telescopic joint 4 is removably mounted on the reserved of Core Walls Structure body of wall 1 by can be taken off the bolt 7 of concrete
On node, then adjust tower crane support beam 2 position by holding out against governor motion 6, after being adjusted to precalculated position, telescoping mechanism 5 and
All governor motions 6 that hold out against are locked, and are in and hold out against self-locking state, and telescoping mechanism 5 transmits tower crane support beam 2 axial force, holds out against tune
Joint mechanism 6 transmits moment of flexure and the shearing of tower crane support beam 2；
S2, when removing this device, all governor motions 6 that hold out against are retracted, and unclamp telescopic joint 4, back-out in Core Walls Structure body of wall 1
Can be taken off the bolt 7 of concrete, telescoping mechanism 5 passes through retract action by telescopic joint 4 axial retraction so that it is depart from Core Walls Structure body of wall
1, this device entirety is transported with tower crane support beam 2.
The present invention is when specifically applying, as it is shown in figure 1, the two ends of per pass tower crane support beam 2 respectively arrange 1 this device.
As shown in Figure 2, Figure 3, Figure 4, the outer female connector beam 3 of this device is fixed on tower crane support beam 2 termination by flange joint,
As it is shown in figure 5, outer female connector beam includes that sleeve pipe 3.1 and sleeve pipe base 3.2, sleeve pipe 3.1 periphery offer 2 circles and amount to 8 holes
Hole, holds out against governor motion 6 for installation eight and runs, and sleeve pipe base 3.2 is weldingly fixed on sleeve pipe 3.1 termination, and offers spiral shell
Keyhole, for being connected with tower crane support beam 2.
As shown in Figure 2 and Figure 3, telescopic joint 4 periphery, by holding out against governor motion 6 power transmission, is regulated by telescoping mechanism 5
The axial location of telescopic joint 4, another termination of telescopic joint 4 is connected fixing with body of wall 1 Preserved node.As shown in Figure 6, telescopic joint 4 wraps
Including extensible canopy 4.1 and extensible canopy base 4.2, extensible canopy 4.1 one end arranges termination cavity 4.1.1, is used for shelving telescoping mechanism 5,
Other end is welded and fixed with extensible canopy base 4.2, and extensible canopy base 4.2 is the T-shaped casing of Plate Welding, and its top offers
Bolt connecting hole 4.2.1, hole wall is processed as sphere, and extensible canopy base 4.2 and body of wall 1 contact surface offer part recess 4.2.2, and
Reserve in lower end and hold out against face 4.2.3.
As shown in Figure 2 and Figure 3, telescoping mechanism 5 is self locking hydraulic lifting jack, and it is internal that its one end is fixed on outer female connector beam 3, with
Sleeve pipe base 3.2 inwall is hinged fixing, and its other end directly rests in the termination cavity 4.1.1 of extensible canopy 4.1, passes through termination
Cavity limits it and moves up and down, and hinged with telescopic joint 4 fixing, and its extending action realizes stretching out of telescopic joint 4, and prevents from stretching
Joint 4 retraction, to transmit the axial force of tower crane support beam 2.
As it is shown in fig. 7, hold out against governor motion 6 to include that pushing tow assembly 6.1 and mechanism base 6.2, pushing tow assembly 6.1 are self-locking
Hydraulic jack or screw jack or tie down screw, pushing tow assembly 6.1 one end is fixed on mechanism base 6.2, and the other end passes
The reserving hole of sleeve pipe 3.1, and ball pivot seat is set in termination, ball pivot seat and telescopic joint 4 extrude power transmission, and mechanism base 6.2 is fixed
Female connector beam 3 is peripheral outside, flexible by pushing tow assembly 6.1, it is possible to achieve between outer female connector beam 3 and telescopic joint 4 hold out against with
Unclamp, adjusted by the outreach of pushing tow assembly 6.1, it is possible to achieve the position adjustment of telescopic joint 4, to adapt to construction error.
As shown in Figure 1-Figure 3, this device when mounted, is stretched out by telescoping mechanism 5, makes the extensible canopy base of telescopic joint 4
4.2 contact with the metope of Core Walls Structure body of wall 1, and are fixed on body of wall Preserved node by can be taken off the bolt 7 of concrete, then lead to
Cross and hold out against governor motion 6 regulation and adjust tower crane support beam 2 and position, after being adjusted to precalculated position, telescoping mechanism 5 and hold out against regulation machine
Structure 6 is locked；Under this device busy state, telescoping mechanism 5, hold out against governor motion 6 and be and hold out against self-locking state, telescoping mechanism 5
Transmission tower crane support beam 2 axial force, holds out against governor motion 6 and transmits moment of flexure and the shearing of tower crane support beam 2；When this device is removed,
Holding out against governor motion 6 to retract, unclamp telescopic joint 4, take out the bolt 7 that can be taken off concrete, telescoping mechanism 5 passes through retract action,
By telescopic joint 4 axial retraction so that it is depart from Core Walls Structure body of wall 1, this device entirety is transported with tower crane support beam 2.
It should be appreciated that for those of ordinary skills, can be improved according to the above description or be converted,
And all these modifications and variations all should belong to the protection domain of claims of the present invention.
Claims (10)
1. the telescopic bracket device can having enough to meet the need, this device is arranged on end and the Core Walls Structure body of wall of tower crane support beam (2)
(1) between, it is characterised in that this device includes outer female connector beam (3), telescopic joint (4), telescoping mechanism (5) and holds out against governor motion
(6)；Described outer female connector beam (3) is fixedly mounted on the end of tower crane support beam (2), and one end of described telescopic joint (4) can be vertically
In being slidably arranged in described outer female connector beam (3), its other end stretches out described outer female connector beam (3) and arranges, described telescopic joint (4) another
One end is removably mounted on Core Walls Structure body of wall (1), and described telescoping mechanism (5) is arranged in described outer female connector beam (3), and solid
Dingan County is contained between described outer female connector beam (3) and one end of telescopic joint (4), the described telescoping mechanism (5) the flexible fortune by self
The dynamic axial location regulating described telescopic joint (4), multiple described in hold out against governor motion (6) be uniformly arranged on outer female connector beam (3) with
Between telescopic joint (4), each one end holding out against governor motion (6) is fixedly mounted on outer female connector beam (3), and its other end is through outward
Female connector beam (3) contacts with the outer surface of telescopic joint (4), described in hold out against governor motion (6) by the outer female connector of the flexible realization of self
Holding out against and unclamping between beam (3) and telescopic joint (4).
Device the most according to claim 1, it is characterised in that described outer female connector beam (3) include sleeve pipe base (3.2) and
Being fixedly mounted on the sleeve pipe (3.1) on described sleeve pipe base (3.2), described sleeve pipe base (3.2) is fixedly mounted on by flange
The end of tower crane support beam (2).
Device the most according to claim 1, it is characterised in that it is described external that described telescopic joint (4) includes that one end is arranged on
Extensible canopy (4.1) in set beam (3) and be arranged on the extensible canopy base (4.2) of described extensible canopy (4.1) other end, described in stretch
One end of contracting beam (4.1) is provided with the termination cavity (4.1.1) for placing telescoping mechanism (5), on described extensible canopy base (4.2)
It is provided with multiple bolt connecting hole (4.2.1) for installing the bolt (7) that can be taken off concrete, described extensible canopy base (4.2)
It is provided with groove (4.2.2) with the contact surface of Core Walls Structure body of wall (1), this contact surface is positioned at described groove (4.2.2) periphery and sets
Hold out against face (4.2.3).
Device the most according to claim 3, it is characterised in that the hole wall of described bolt connecting hole (4.2.1) is designed as ball
Face.
Device the most according to claim 3, it is characterised in that described in can be taken off the bolt (7) of concrete and be designed as hollow
Structure, its inwall is provided with twists the connecting portion of instrument phase configuration with bolt.
Device the most according to claim 3, it is characterised in that described telescoping mechanism (5) is self locking hydraulic lifting jack, described
One end of self locking hydraulic lifting jack is fixedly mounted on outer female connector beam (3), and its other end is placed on the end of described extensible canopy (4.1)
In head cavity (4.1.1) and hinged with described extensible canopy (4.1).
Device the most according to claim 1, it is characterised in that described in hold out against governor motion (6) and include pushing tow assembly (6.1)
With mechanism base (6.2), described mechanism base (6.2) is fixedly mounted on described outer female connector beam (3) periphery, described pushing tow assembly
(6.1) one end is fixed on described mechanism base (6.2), and its other end is provided with for passing with described telescopic joint (4) extruding
The ball pivot seat of power.
Device the most according to claim 7, it is characterised in that described pushing tow assembly (6.1) be self locking hydraulic lifting jack or
Screw jack or tie down screw.
Device the most according to claim 1, it is characterised in that the periphery of described outer female connector beam (3) is provided with 2 circles for installing
Holding out against the hole of governor motion (6), often circle is provided with 4 holes.
10. the using method of the device described in more than one any claim, it is characterised in that comprise the following steps:
S1, a pair this device is arranged on by outer female connector beam (3) two ends of tower crane support beam (2), tower crane support beam (2) is pacified
Be contained in Core Walls Structure body of wall (1) upper time, first pass through telescoping mechanism (5) by axially extending for telescopic joint (4), another when telescopic joint (4)
When one end contacts with Core Walls Structure body of wall (1), telescopic joint (4) is removably mounted on by can be taken off the bolt (7) of concrete
On the Preserved node of Core Walls Structure body of wall (1), then adjust tower crane support beam (2) location by holding out against governor motion (6), when being adjusted to
Behind precalculated position, telescoping mechanism (5) and all governor motions (6) that holds out against are locked, and are in and hold out against self-locking state, telescoping mechanism (5)
Transmission tower crane support beam (2) axial force, holds out against moment of flexure and the shearing of governor motion (6) transmission tower crane support beam (2)；
S2, when removing this device, all governor motions (6) that hold out against are retracted, and unclamp telescopic joint (4), twist in Core Walls Structure body of wall (1)
Going out can be taken off the bolt (7) of concrete, telescoping mechanism (5) passes through retract action by telescopic joint (4) axial retraction so that it is depart from core
Heart cylinder body of wall (1), this device is overall to be transported with tower crane support beam (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610583407.0A CN106144925B (en) | 2016-07-22 | 2016-07-22 | A kind of telescopic bracket device having enough to meet the need and its application method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610583407.0A CN106144925B (en) | 2016-07-22 | 2016-07-22 | A kind of telescopic bracket device having enough to meet the need and its application method |
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| Publication Number | Publication Date |
|---|---|
| CN106144925A true CN106144925A (en) | 2016-11-23 |
| CN106144925B CN106144925B (en) | 2018-01-16 |
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| CN201610583407.0A Active CN106144925B (en) | 2016-07-22 | 2016-07-22 | A kind of telescopic bracket device having enough to meet the need and its application method |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107989372A (en) * | 2017-11-27 | 2018-05-04 | 中建三局集团有限公司 | A kind of casket shell type bracket device having enough to meet the need and its application method |
| CN108726399A (en) * | 2017-04-18 | 2018-11-02 | 利勃海尔工厂埃英根有限公司 | Vehicle frame and mobilecrane for mobilecrane |
| RU187891U1 (en) * | 2018-11-26 | 2019-03-21 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Сибирский государственный автомобильно-дорожный университет (СибАДИ)" | Remote support of the hoisting machine |
| RU188455U1 (en) * | 2018-11-26 | 2019-04-15 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Сибирский государственный автомобильно-дорожный университет (СибАДИ)" | Outrigger support |
| CN109972482A (en) * | 2019-04-12 | 2019-07-05 | 中国葛洲坝集团第一工程有限公司 | Highway paving machine attachment device and its application method |
| CN117188771A (en) * | 2023-11-07 | 2023-12-08 | 上海建工集团股份有限公司 | Intelligent bracket system and implementation method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2271988C1 (en) * | 2004-06-24 | 2006-03-20 | Федеральное Государственное Унитарное Предприятие "Нижегородский Научно-Исследовательский Институт Радиотехники" | Hinged support of mobile antenna-mast device |
| CN102431906A (en) * | 2010-09-29 | 2012-05-02 | 上海市机械施工有限公司 | Self-adaptive crane external climbing support structure |
| CN202529753U (en) * | 2012-01-30 | 2012-11-14 | 上海庞源机械租赁股份有限公司 | Wall-attaching structure of tower crane for high-rise building |
| CN103264968A (en) * | 2013-06-08 | 2013-08-28 | 中建一局钢结构工程有限公司 | Super high-rise core tube internal and external hanging tower crane support beam structure and construction method thereof |
| CN203794498U (en) * | 2014-03-07 | 2014-08-27 | 中铁大桥局股份有限公司 | Built-in self-elevating tower crane device |
-
2016
- 2016-07-22 CN CN201610583407.0A patent/CN106144925B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2271988C1 (en) * | 2004-06-24 | 2006-03-20 | Федеральное Государственное Унитарное Предприятие "Нижегородский Научно-Исследовательский Институт Радиотехники" | Hinged support of mobile antenna-mast device |
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