CN205713032U - Anti-side for the integrated operation platform of Super High or mould bases is inclined running gear - Google Patents
Anti-side for the integrated operation platform of Super High or mould bases is inclined running gear Download PDFInfo
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- CN205713032U CN205713032U CN201620257298.9U CN201620257298U CN205713032U CN 205713032 U CN205713032 U CN 205713032U CN 201620257298 U CN201620257298 U CN 201620257298U CN 205713032 U CN205713032 U CN 205713032U
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- pressure part
- connecting rod
- mould bases
- hinged
- flexible pressure
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Abstract
The utility model discloses a kind of anti-side for the integrated operation platform of Super High or mould bases to incline running gear, including connecting pedestal, telescopic self-locking mechanism and idler-wheel connecting-rod mechanism;Described connection pedestal is fixedly mounted on outside the truss of platform or mould bases;One end of described telescopic self-locking mechanism is arranged on connection pedestal, and the other end is in the flexible lower realization of himself and fitting tightly and separating of Core Walls Structure body of wall;Described idler-wheel connecting-rod mechanism includes roller, connecting rod and flexible pressure part, described roller is rotatably installed in one end of connecting rod, the other end of described connecting rod is with to be connected pedestal hinged, described connecting rod is hinged with one end of flexible pressure part, the other end of described flexible pressure part is with to be connected pedestal hinged, and described flexible pressure part flexible realizes fitting tightly and separating of roller and Core Walls Structure body of wall.This utility model can be avoided because Complicated Loads produces big tilting moment to platform or top mould system and causes the excessive risk producing Core Walls Structure body of wall of single or multiple fulcrum stress.
Description
Technical field
This utility model relates to a kind of building field safety device, particularly relates to a kind of for the integrated operation platform of Super High
Or the anti-side of mould bases inclines running gear.
Background technology
Along with continuing to increase of high-rise building height, for ensureing that Super High Core Walls Structure is constructed safely and efficiently, Super High core
The integrated operation platform of heart cylinder or form frame system are used widely day by day.This platform or formwork system are gradually to integrated side
To development, platform or formwork system table top load, in addition to as material stockyard, elevator, material distributing machine and large-scale
The vertical transport equipments such as boom-type tower crane are also integrated on platform, under this complicated loads, if formwork system
The discontinuity equalization of support system, the most large-scale boom-type tower crane, at lifting construction, will produce the biggest toppling to mould bases
Moment, causes platform or the single fulcrum of top mould system or multiple fulcrum bearing capacity excessive, and the transmission of side force concentrates on certain
On one section of Core Walls Structure body of wall, this section of Core Walls Structure body of wall is caused to there is potential safety hazard.Therefore, design one can disperse transmission
Side force is necessary to the device on the Core Walls Structure body of wall of zones of different section.
Utility model content
The purpose of this utility model is to provide a kind of anti-side for the integrated operation platform of Super High or mould bases to incline walking dress
Put, when the integrated operation platform of Super High or mould bases are under complex load effect, and it can be shared according to demand and be attached to Core Walls Structure
The stress of each fulcrum of body of wall, it is to avoid because Complicated Loads produces big tilting moment to platform or top mould system and causes list
Individual or multiple excessive risks that Core Walls Structure body of wall is produced of fulcrum stress.
This utility model solves its technical problem and be the technical scheme is that
A kind of anti-side for the integrated operation platform of Super High or mould bases is inclined running gear, and this device is arranged on platform or mould bases
Truss and Core Walls Structure body of wall between, this device includes connecting pedestal, telescopic self-locking mechanism and idler-wheel connecting-rod mechanism;Its
In,
Described connection pedestal is fixedly mounted on outside the truss of platform or mould bases;
One end of described telescopic self-locking mechanism is arranged on connection pedestal, and the other end realizes and core at the flexible lower of himself
The fitting tightly and separating of heart cylinder body of wall;
Described idler-wheel connecting-rod mechanism includes roller, connecting rod and flexible pressure part, and described roller is rotatably installed in the one of connecting rod
End, the other end of described connecting rod is with to be connected pedestal hinged, and described connecting rod is hinged with one end of flexible pressure part, described stretches
The other end of pressure part is with to be connected pedestal hinged, and described flexible pressure part flexible realizes the tight of roller and Core Walls Structure body of wall
Laminating and separation.
By technique scheme, described connection pedestal includes ring flange base, is fixedly mounted on described ring flange base
First bearing and the second bearing, described ring flange base is fixedly mounted on outside the truss of platform or mould bases, described first
Seat is hinged with the other end of connecting rod, and described second bearing is hinged with the other end of flexible pressure part.
By technique scheme, described first bearing and the welding of the second bearing or bolt are on ring flange base.
By technique scheme, described telescopic self-locking mechanism be mechanical self-latching two-way cylinder or can self-locking leading screw very heavy
Top.
By technique scheme, described telescopic self-locking mechanism being provided with ball hinged support, described ball hinged support is telescopic
Realize under the telescopic action of self-locking mechanism and the fitting tightly and separating of Core Walls Structure body of wall.
By technique scheme, being shaped as of described ball hinged support is square, circular, rhombus, ellipse or pentalpha.
By technique scheme, described flexible pressure part is two-way cylinder or screw jack.
By technique scheme, the periphery of described roller is provided with elastic layer.
This utility model, has the advantages that this device being equipped with respective numbers according to mould bases actual loading situation,
This device can be respectively mounted between the lateral of backform every layer truss and Core Walls Structure four sides or multiaspect body of wall, make this dress
Putting when mould bases jacking operating mode, telescopic self-locking mechanism is retracted to original state and separates with Core Walls Structure metope, is held by flexible
Stretching out of casting die makes roller contact on Core Walls Structure metope, and roller rolls walking along metope, when both can guarantee that mould bases jacking
Steady, there is again certain anti-side tilting action;When mould bases Construction State, flexible pressure part bounces back to initial shape
State, roller leaves Core Walls Structure metope, and telescopic self-locking mechanism stretches out and is pressed on Core Walls Structure metope, it is ensured that mould bases is in complexity
The side force dispersion layering that the tilting moment caused under load effect produces is transferred to different section Core Walls Structure body of wall, it is to avoid core
The cylinder single fulcrum of body of wall or multiple fulcrum bearing capacity are excessive, reduce the risk that Core Walls Structure body of wall is produced by mould bases.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is described in further detail, in accompanying drawing:
Fig. 1 is the front view of this utility model embodiment;
Fig. 2 is the top view of this utility model embodiment;
Fig. 3 is the scheme of installation of this utility model embodiment.
In figure: 1-Core Walls Structure body of wall, 3-platform or the truss of mould bases, 4-Complicated Loads, 5-connection pedestal, 6-stretch and hold
Casting die, 7-idler-wheel connecting-rod mechanism, the telescopic self-locking mechanism of 8-, 9-ring flange base, 10-the first bearing, 11-second
Seat, 12-connecting rod, 13-roller, 14-the first locating shaft, 16-ball hinged support, 17-the second locating shaft, 18-the 3rd position
Axle, 19-the 4th locating shaft.
Detailed description of the invention
In order to make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with accompanying drawing and enforcement
Example, is further elaborated to this utility model.Should be appreciated that specific embodiment described herein is only in order to solve
Release this utility model, be not used to limit this utility model.
In preferred embodiment of the present utility model, as shown in Figure 1-Figure 3, a kind of for the integrated operation platform of Super High or
The anti-side of mould bases is inclined running gear, and this device is arranged between the truss 3 of platform or mould bases and Core Walls Structure body of wall 1, this dress
Put and include connecting pedestal 5, telescopic self-locking mechanism 8 and idler-wheel connecting-rod mechanism 7;Wherein,
Connect pedestal 5 to be fixedly mounted on outside the truss 3 of platform or mould bases;
One end of telescopic self-locking mechanism 8 is arranged on connection pedestal 5, and the other end realizes and core at the flexible lower of himself
The fitting tightly and separating of heart cylinder body of wall 1;
Idler-wheel connecting-rod mechanism 7 includes roller 13, connecting rod 12 and flexible pressure part 6, and roller 13 is by the first locating shaft 14
Be rotatably installed in one end of connecting rod 12, the other end of connecting rod 12 with to be connected pedestal 5 hinged, connecting rod 12 and flexible pressure part
One end of 6 is hinged by the second locating shaft 17, the other end of flexible pressure part 6 with to be connected pedestal 5 hinged, pressure-bearing of stretching
Part 6 flexible realizes fitting tightly and separating of roller 12 and Core Walls Structure body of wall 1.
In preferred embodiment of the present utility model, as it is shown in figure 1, connect pedestal 5 to include ring flange base 9, fixing peace
The first bearing 10 and the second bearing 11 being contained on ring flange base 9, ring flange base 9 is fixedly mounted on platform or mould bases
Truss 3 outside, the first bearing 10 and the other end of connecting rod 12 are hinged by the 4th locating shaft 19, the second bearing 11
Hinged by the 3rd locating shaft 18 with the other end of flexible pressure part 6.
In preferred embodiment of the present utility model, as it is shown in figure 1, the first bearing 10 and the second bearing 11 weld or bolt
It is connected on ring flange base 9.
In preferred embodiment of the present utility model, as shown in Figure 1 and Figure 2, telescopic self-locking mechanism 8 is that mechanical self-latching is double
Action oil cylinder or can self-locking leading screw jack, or other can Self-locking flexible structure.
In preferred embodiment of the present utility model, as shown in Figure 1 and Figure 2, telescopic self-locking mechanism 8 is provided with ball pivot
Bearing 16, ball hinged support 16 realizes and the fitting tightly of Core Walls Structure body of wall 1 under the telescopic action of telescopic self-locking mechanism 8
And separation.
In preferred embodiment of the present utility model, as shown in Figure 1 and Figure 2, ball hinged support 16 be shaped as square, circle
Shape, rhombus, ellipse or pentalpha.
In preferred embodiment of the present utility model, as shown in Figure 1 and Figure 2, flexible pressure part 6 is two-way cylinder or silk
Bar jack.
In preferred embodiment of the present utility model, as shown in Figure 1 and Figure 2, the periphery of roller 13 is provided with elastic layer.
This utility model is when specifically applying, as it is shown on figure 3, this device monolayer usage quantity is 8, each device is only
Stand and be arranged between the truss 3 of platform or mould bases and Core Walls Structure body of wall 1, the truss 3 of platform or mould bases is provided with complexity
Load 4.
Installation steps of the present utility model are as follows:
1, on level land, fix connection pedestal, fixedly mount the first bearing and the second bearing connecting base bottom;
2, then telescopic self-locking mechanism is assembled in connection pedestal one end;
3, roller is arranged on one end of connecting rod by the first locating shaft, and the other end of connecting rod is by the 4th locating shaft and first
Seat connects, and one end of flexible pressure part is connected with connecting rod by the second locating shaft, and the other end passes through the 3rd locating shaft and second
Bearing connects;
4, after single assembly has assembled, according to use demand by this device with bolted form be separately fixed at platform or
On the truss side of mould bases.
This utility model is applicable in building field be subjected in the construction of big side force or tilting moment, and this device leads to
Cross being applied in combination of telescopic self-locking mechanism and idler-wheel connecting-rod mechanism, the adjustment to distance of the roller level, Ji Nengbao can be realized
During card operation platform jacking state, smooth running can play again certain anti-inclination effect, moreover it is possible to ensures operation platform or mould bases
Complex load is steady in the stress of Construction State, and then reduces the risk producing body of wall.This utility model simple in construction is closed
Reason, repeatable turnover uses, and can bear high side force or high side to moment, it is ensured that construction safety is carried out.
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 this utility model claims.
Claims (8)
1. the anti-side for the integrated operation platform of Super High or mould bases is inclined a running gear, and this device is arranged between platform or the truss of mould bases and Core Walls Structure body of wall, it is characterised in that this device includes connecting pedestal, telescopic self-locking mechanism and idler-wheel connecting-rod mechanism;Wherein,
Described connection pedestal is fixedly mounted on outside the truss of platform or mould bases;
One end of described telescopic self-locking mechanism is arranged on connection pedestal, and the other end is in the flexible lower realization of himself and fitting tightly and separating of Core Walls Structure body of wall;
Described idler-wheel connecting-rod mechanism includes roller, connecting rod and flexible pressure part, described roller is rotatably installed in one end of connecting rod, the other end of described connecting rod is with to be connected pedestal hinged, described connecting rod is hinged with one end of flexible pressure part, the other end of described flexible pressure part is with to be connected pedestal hinged, and described flexible pressure part flexible realizes fitting tightly and separating of roller and Core Walls Structure body of wall.
Device the most according to claim 1, it is characterized in that, described connection pedestal includes ring flange base, the first bearing being fixedly mounted on described ring flange base and the second bearing, described ring flange base is fixedly mounted on outside the truss of platform or mould bases, described first bearing is hinged with the other end of connecting rod, and described second bearing is hinged with the other end of flexible pressure part.
Device the most according to claim 2, it is characterised in that described first bearing and the welding of the second bearing or bolt are on ring flange base.
Device the most according to claim 1, it is characterised in that described telescopic self-locking mechanism is mechanical self-latching two-way cylinder or can self-locking leading screw jack.
Device the most according to claim 1, it is characterised in that be provided with ball hinged support on described telescopic self-locking mechanism, described ball hinged support realizes and the fitting tightly and separating of Core Walls Structure body of wall under the telescopic action of telescopic self-locking mechanism.
Device the most according to claim 5, it is characterised in that being shaped as of described ball hinged support is square, circular, rhombus, ellipse or pentalpha.
Device the most according to claim 1, it is characterised in that described flexible pressure part is two-way cylinder or screw jack.
Device the most according to claim 1, it is characterised in that the periphery of described roller is provided with elastic layer.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201620257298.9U CN205713032U (en) | 2016-03-30 | 2016-03-30 | Anti-side for the integrated operation platform of Super High or mould bases is inclined running gear |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201620257298.9U CN205713032U (en) | 2016-03-30 | 2016-03-30 | Anti-side for the integrated operation platform of Super High or mould bases is inclined running gear |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107915158A (en) * | 2017-12-08 | 2018-04-17 | 中建三局集团有限公司 | A kind of inner climbing type tower crane is from climbing adhering supporter and its construction method |
-
2016
- 2016-03-30 CN CN201620257298.9U patent/CN205713032U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107915158A (en) * | 2017-12-08 | 2018-04-17 | 中建三局集团有限公司 | A kind of inner climbing type tower crane is from climbing adhering supporter and its construction method |
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