CN209323962U - A kind of hybrid power system steel platform mould bases climbs system - Google Patents
A kind of hybrid power system steel platform mould bases climbs system Download PDFInfo
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- CN209323962U CN209323962U CN201821574408.XU CN201821574408U CN209323962U CN 209323962 U CN209323962 U CN 209323962U CN 201821574408 U CN201821574408 U CN 201821574408U CN 209323962 U CN209323962 U CN 209323962U
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Abstract
It climbs system the utility model relates to a kind of hybrid power system steel platform mould bases, it include: steel plateform system, template system, connection system for guide rail, support system, steel column climbing system and girder steel jack-up system, the steel column climbing system includes steel column and the component that climbs, the steel column is connected to core wall structure top, the component that climbs is set to steel plateform system top, and the steel column is fixed on steel plateform system by the component that climbs；The girder steel jack-up system is connected to support system bottom end, and for jacking the support system, and girder steel jack-up system side is telescopically connected in the preformed hole on core wall structure.Hybrid power system steel platform mould bases provided by the utility model climbs system, it can be well adapted for the construction of Super High low area's shearing steel plate layer, girders layer, it can tend to simply change in Gao Qu according to structure again and steel platform mould bases dynamical system is converted in time, meet the construction demand of complicated super high-rise building.
Description
Technical field
It climbs system the utility model relates to technical field of buildings more particularly to a kind of hybrid power system steel platform mould bases.
Background technique
In Super High Core Walls Structure work progress, frequently with integrated hydraulic climb steel platform mould bases equipment.Integrated hydraulic is climbed
Lift steel platform mould bases replaces brace type steel platform equipped with steel column drum rack alternating brace type steel platform mould bases equipment and girder steel tub
Mould bases equips two kinds.Steel column drum rack replaces brace type steel platform mould bases equipment and passes through steel column system and tub support system alternating branch
Support is promoted to complete steel platform mould bases, is primarily adapted for use in the simple super high-rise building of 200m~300m structure type；Girder steel tub
Alternately brace type steel platform mould bases equipment is alternately supported by girder steel system and tub system to complete the jacking of steel platform mould bases, main
To be suitable for the super high-rise buildings containing labyrinth type such as 300m~1000m.
With the development of Building technology and the promotion of demand, the super high-rise building of 200m~300m is also more and more using packet
Complicated structure type, the buildings of 300m~1000m such as the steel plate containing shearing, girders layer can also tend to simply in the high area of structure,
Existing two sets of steel platform mould bases equipment has not been well positioned to meet Super High and has built demand.
Utility model content
To solve the above-mentioned problems, used technical solution is the utility model: providing a kind of hybrid power system steel
Platform formwork climbs system, comprising: steel plateform system, template system, connection system for guide rail, support system, steel column climbing system and
Girder steel jack-up system, the steel plateform system is horizontally disposed and surrounds core wall structure, and the template system is set to Core Walls Structure
Structure two sides, the connection system for guide rail are set to steel plateform system lower part, and the support system is set to steel plateform system lower part,
And the side of the support system is equipped with vertical spacing component, the vertical spacing component is telescopically connected to core wall structure
On preformed hole in；
The steel column climbing system includes steel column and the component that climbs, and the steel column is connected to core wall structure top, described
The component that climbs is set to steel plateform system top, and the steel column is fixed on steel plateform system by the component that climbs；
The girder steel jack-up system is connected to support system bottom end, for jacking the support system, and the girder steel top
System side is risen telescopically to be connected in the preformed hole on core wall structure.
Further improvement is that the girder steel jack-up system includes: jacking girder steel and jacking component, the side of the jacking girder steel
Face is equipped with vertical spacing component, for the jacking girder steel to be fixed on to the preformed hole of respective heights, the jacking component
Bottom end connection jacking girder steel, the top of the jacking component connect support system.
Further improvement is that the support system side is equipped with cross spacing component.
Further improvement is that the cross spacing component includes idler wheel and is laterally connected in the idler wheel in support system
Pedestal.
Further improvement is that the component that climbs includes climbing boots and the hydraulic-driven part for driving climbing boots.
The beneficial effects of the utility model are:
Hybrid power system steel platform mould bases provided by the utility model climbs system, can be well adapted for the low area of Super High
The construction of steel plate layer, girders layer is sheared, and can tend to simply change in Gao Qu according to structure dynamic to steel platform mould bases in time
Force system is converted, and the construction demand of complicated super high-rise building is met.
Detailed description of the invention
The present invention will be further described with reference to the accompanying drawings and examples.
Fig. 1 is that the hybrid power system steel platform mould bases of the utility model climbs architectural schematic；
Fig. 2 is the support system structural schematic diagram of the utility model；
Fig. 3 is that the hybrid power system steel platform mould bases of the utility model climbs system top view；
Description of symbols:
Core wall structure 100, preformed hole 101, steel plateform system 1, template system 2, connection system for guide rail 3, support system 4,
Steel column climbing system 5, steel column 51, climb component 52, girder steel jack-up system 6, jacks girder steel 61, jacks component 62, vertical spacing
Component 7, cross spacing component 8.
Specific embodiment
The utility model is described in further detail presently in connection with attached drawing.These attached drawings are simplified schematic diagram,
Only illustrate the basic structure of the utility model in a schematic way, therefore it only shows composition related with the utility model.
In the description of utility model, it is to be understood that term " center ", " longitudinal direction ", " transverse direction ", " length ", " width
Degree ", " thickness ", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom" "inner", "outside", " suitable
The orientation or positional relationship of the instructions such as hour hands ", " counterclockwise " is to be based on the orientation or positional relationship shown in the drawings, merely to just
In description utility model and simplify description, rather than the device or element of indication or suggestion meaning must have a particular orientation,
It is constructed and operated in a specific orientation, therefore should not be understood as the limitation to utility model.
In addition, term " first ", " second " are used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance
Or implicitly indicate the quantity of indicated technical characteristic.Define " first " as a result, the feature of " second " can be expressed or
Implicitly include one or more of the features.In the description of utility model, the meaning of " plurality " is two or two with
On, unless otherwise specifically defined.
In utility model unless specifically defined or limited otherwise, term " setting ", " connected ", " connects " installation "
Connect ", the terms such as " fixation " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally
Connection；It can be mechanical connection, be also possible to be electrically connected；Can be directly connected, can also indirectly connected through an intermediary,
It can be the connection inside two elements.For the ordinary skill in the art, on can understanding as the case may be
State concrete meaning of the term in utility model.
Embodiment
As shown in Figure 1 to Figure 3, the utility model provides a kind of hybrid power system steel platform mould bases and climbs system, comprising:
Steel plateform system 1, template system 2, connection system for guide rail 3, support system 4, steel column climbing system 5 and girder steel jack-up system 6, it is described
Steel plateform system 1 is horizontally disposed and surrounds core wall structure 100, and the template system 2 is connected by split bolt or other modes
100 two sides of core wall structure are fixed on after connecing, the connection system for guide rail 3 is set to 1 lower part of steel plateform system, the support system
4 are set to steel plateform system lower part, and the side of the support system 4 is equipped with vertical spacing component 7, the vertical spacing component
7 are telescopically connected in the preformed hole 101 on core wall structure 100, and specifically, vertical spacing component 7 is stretched for hydraulic-driven
The bracket structure of contracting, using the position as steel column climbing system 5, wherein core wall structure 100 along its short transverse at interval of
Certain distance is provided with preformed hole 101；
The steel column climbing system 5 includes steel column 51 and the component 52 that climbs, and the bottom end of the steel column 51 passes through fixed device
Be connected to 100 top of core wall structure when core wall structure 100 is constructed, and when carrying out when climbing of steel column 51, steel column 51 with
Core wall structure 100 releases connection, and the component 52 that climbs is set to 1 top of steel plateform system, and the steel column 51 is by climbing
Component 52 is fixed on steel plateform system 1；
The girder steel jack-up system 6 is connected to 4 bottom end of support system, for jacking the support system 4, and then drives steel
Column climbing system 5 is jacked together, and 6 side of girder steel jack-up system is telescopically connected on core wall structure 100
In preformed hole 101.
The prior art generally uses steel column climbing system to construct, but steel column is usually 10 meters or so, so steel column is climbed
The system of liter is merely able to the one layer of layer height of constructing that climb every time.And in system provided by the utility model of climbing, Core Walls Structure concrete
After the completion of structure construction maintenance, steel column 51 is fixed on 100 upper end of core wall structure by fixed device, then support system
Vertical spacing component 7 on 4 is retracted from preformed hole 101, and for the component 52 that climbs using steel column 51 as force position, band kinety system is whole
Body climbs upwards, and wait climb to after preset height, the vertical spacing component 7 in support system 4 and girder steel jack-up system 6 stretches out simultaneously
Into vertically being positioned in preformed hole 101, the connection of steel column 51 and core wall structure 100 is released, the component 52 that climbs is flat with steel
Platform system 1 is used as force position, above mentions steel column 51 to preset height, girder steel jack-up system 6 continues to jack support system 4, in turn
Band kinety system integrally continues to rise, two layers of construction layer height so that the system one piece of realizing can climb.
Hybrid power system steel platform mould bases provided by the utility model climbs system when low area constructs, steel platform mould bases dress
It is standby to climb using girder steel jack-up system；When high area constructs, steel platform mould bases equipment climbs using steel column climbing system, Ke Yi
The conversion of high-altitude completion climbing system.
Hybrid power system steel platform mould bases provided by the utility model climbs system, can satisfy i.e. containing shearing steel plate
The labyrinths such as layer, semi-girder girders layer, and the building structure construction containing simple type identifier layer；It is irregular according to vertical structure, it can
It is synchronized using steel column climbing system using girder steel jack-up system, another part to complete the jacking of steel platform mould bases with a part.
Further improvement is that the girder steel jack-up system 6 includes: jacking girder steel 61 and jacking component 62, the jacking steel
The side of beam 61 is equipped with vertical spacing component 7, for the jacking girder steel 61 to be fixed on to the preformed hole 101 of respective heights,
The bottom end connection jacking girder steel 61 of the jacking component 62, the top of the jacking component 62 connects support system 4.Girder steel jacking
When system 6 works, the vertical spacing component 7 of 61 side of girder steel is protruded into preformed hole 101, to realize the vertical fixed of system
Position then jacks component 62 and works, jacks support system 4, and then realize the jacking of system.Wherein, jacking component 61 can be used
Hydraulic lifting component.
Further improvement is that 4 side of support system is equipped with cross spacing component 8.Horizontal line limit assembly 8 is to prevent
The lateral deformation and offset of 1 grade of support system 4 of steel plateform system, to ensure the stability during system is climbed.
Further improvement is that the cross spacing component 8 includes idler wheel and the idler wheel is made to be laterally connected in support system 4
On pedestal.
Further improvement is that the component 52 that climbs includes climbing boots and the hydraulic-driven part for driving climbing boots.Its
In, the climbing boots include upper climbing boots and lower climbing boots, and when work, upper and lower climbing boots alternately climb, return to mention and work.
It is enlightenment, through the above description, related work people with the above-mentioned desirable embodiment according to the utility model
Member can carry out various changes and amendments in the range of without departing from this item utility model technical idea completely.This item is real
It is not limited to the contents of the specification with novel technical scope, it is necessary to its technology is determined according to scope of the claims
Property range.
Claims (5)
- The system 1. a kind of hybrid power system steel platform mould bases climbs characterized by comprising steel plateform system, template system, foot Hand cradle system, support system, steel column climbing system and girder steel jack-up system, the steel plateform system is horizontally disposed and surrounds core Barrel structure, the template system are set to core wall structure two sides, and the connection system for guide rail is set to steel plateform system lower part, institute It states support system and is set to steel plateform system lower part, and the side of the support system is equipped with vertical spacing component, it is described vertical Limit assembly is telescopically connected in the preformed hole on core wall structure；The steel column climbing system includes steel column and the component that climbs, and the steel column is connected to core wall structure top, described to climb Component is set to steel plateform system top, and the steel column is fixed on steel plateform system by the component that climbs；The girder steel jack-up system is connected to support system bottom end, for jacking the support system, and girder steel jacking system System side is telescopically connected in the preformed hole on core wall structure.
- The system 2. hybrid power system steel platform mould bases according to claim 1 climbs, which is characterized in that the girder steel jacking System includes: to jack girder steel and jacking component, and the side of the jacking girder steel is equipped with vertical spacing component, is used for the jacking Girder steel is fixed on the preformed hole of respective heights, the bottom end connection jacking girder steel of the jacking component, the top of the jacking component End connection support system.
- The system 3. hybrid power system steel platform mould bases according to claim 1 climbs, which is characterized in that the support system Side is equipped with cross spacing component.
- The system 4. hybrid power system steel platform mould bases according to claim 3 climbs, which is characterized in that the cross spacing Component includes idler wheel and the idler wheel is made to be laterally connected in the pedestal in support system.
- The system 5. hybrid power system steel platform mould bases according to claim 1 climbs, which is characterized in that the component that climbs Hydraulic-driven part including climbing boots and for driving climbing boots.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821574408.XU CN209323962U (en) | 2018-09-26 | 2018-09-26 | A kind of hybrid power system steel platform mould bases climbs system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821574408.XU CN209323962U (en) | 2018-09-26 | 2018-09-26 | A kind of hybrid power system steel platform mould bases climbs system |
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| CN209323962U true CN209323962U (en) | 2019-08-30 |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565937A (en) * | 2019-09-02 | 2019-12-13 | 上海建工一建集团有限公司 | Door type integral lifting steel platform |
| CN111058617A (en) * | 2019-12-27 | 2020-04-24 | 上海建工集团股份有限公司 | Automatic jacking barrel frame template system for concrete structure construction and method thereof |
| CN111058618A (en) * | 2019-12-27 | 2020-04-24 | 上海建工集团股份有限公司 | Combined type telescopic sleeve jacking device and method thereof |
| CN111877725A (en) * | 2020-07-02 | 2020-11-03 | 上海建工集团股份有限公司 | Horizontal limiting system of integral steel platform formwork and installation method thereof |
| CN112681710A (en) * | 2020-12-25 | 2021-04-20 | 中建三局第一建设工程有限责任公司 | Inverted construction platform system and construction method |
| US11248382B1 (en) | 2020-11-10 | 2022-02-15 | Peri Ag | Climbing support subsystem |
-
2018
- 2018-09-26 CN CN201821574408.XU patent/CN209323962U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565937A (en) * | 2019-09-02 | 2019-12-13 | 上海建工一建集团有限公司 | Door type integral lifting steel platform |
| CN111058617A (en) * | 2019-12-27 | 2020-04-24 | 上海建工集团股份有限公司 | Automatic jacking barrel frame template system for concrete structure construction and method thereof |
| CN111058618A (en) * | 2019-12-27 | 2020-04-24 | 上海建工集团股份有限公司 | Combined type telescopic sleeve jacking device and method thereof |
| CN111058617B (en) * | 2019-12-27 | 2021-08-31 | 上海建工集团股份有限公司 | Automatic jacking barrel frame template system for concrete structure construction and method thereof |
| CN111877725A (en) * | 2020-07-02 | 2020-11-03 | 上海建工集团股份有限公司 | Horizontal limiting system of integral steel platform formwork and installation method thereof |
| US11248382B1 (en) | 2020-11-10 | 2022-02-15 | Peri Ag | Climbing support subsystem |
| CN112681710A (en) * | 2020-12-25 | 2021-04-20 | 中建三局第一建设工程有限责任公司 | Inverted construction platform system and construction method |
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