CN209323962U - A dual power system steel platform formwork climbing system - Google Patents

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

A dual power system steel platform formwork climbing system

technical field

The utility model relates to the technical field of construction, in particular to a steel platform formwork climbing system with a double power system.

Background technique

In the construction process of the super high-rise core tube, the overall hydraulic climbing steel platform formwork equipment is often used. The overall hydraulic climbing steel platform formwork is equipped with two types of steel platform formwork equipment, steel column and tube frame alternately supported steel platform formwork equipment and steel beam and tube frame alternately supported steel platform formwork equipment. Alternately supported steel platform formwork equipment with steel columns and cylinder supports alternately supports the steel column system and cylinder support system to complete the lifting of the steel platform formwork. It is mainly suitable for super high-rise buildings with simple structures of 200m to 300m; The supporting steel platform formwork equipment is alternately supported by the steel beam system and the cylinder support system to complete the lifting of the steel platform formwork, which is mainly suitable for super high-rise buildings with complex structures such as 300m to 1000m.

With the development of construction technology and the improvement of demand, more and more super high-rise buildings with a height of 200m to 300m adopt complex structural forms including shear steel plates and truss layers, and buildings with a height of 300m to 1000m will also tend to Because of simplicity, the existing two sets of steel platform formwork equipment can no longer meet the needs of super high-rise construction.

Utility model content

In order to solve the above problems, the utility model adopts the technical solution as follows: a dual power system steel platform formwork climbing system is provided, including: steel platform system, formwork system, scaffolding system, support system, steel column climbing system and steel Beam jacking system, the steel platform system is set horizontally and surrounds the core tube structure, the formwork system is set on both sides of the core tube structure, the scaffolding system is set at the lower part of the steel platform system, and the support system is set at the lower part of the steel platform system, And the side of the support system is provided with a vertical limit assembly, and the vertical limit assembly is telescopically connected to the reserved hole on the core tube structure;

The steel column climbing system includes a steel column and a climbing assembly, the steel column is connected to the top of the core tube structure, the climbing assembly is arranged on the upper part of the steel platform system, and the steel column is fixed on the steel platform system through the climbing assembly;

The steel beam jacking system is connected to the bottom of the support system for jacking up the support system, and the side of the steel beam jacking system is telescopically connected to the reserved hole on the core tube structure.

As a further improvement, the steel beam jacking system includes: a jacking steel beam and a jacking assembly, and a vertical limit assembly is provided on the side of the jacking steel beam for fixing the jacking steel beam at a corresponding height. On the reserved hole, the bottom end of the jacking assembly is connected to the jacking steel beam, and the top end of the jacking assembly is connected to the support system.

A further improvement is that the side of the support system is provided with a lateral limiting component.

A further improvement is that the lateral limit assembly includes rollers and a base for laterally connecting the rollers to the support system.

A further improvement is that the climbing assembly includes a climbing shoe and a hydraulic drive for driving the climbing shoe.

The beneficial effects of the utility model are:

The steel platform formwork climbing system of the dual power system provided by the utility model can well adapt to the construction of the shear steel plate layer and the truss layer in the low area of the super high-rise, and can timely adjust the steel platform according to the simple change of the structure in the high area. The formwork power system is converted to meet the construction needs of complex super high-rise buildings.

Description of drawings

Below in conjunction with accompanying drawing and embodiment the utility model is further described.

Fig. 1 is a schematic structural diagram of the climbing system of the steel platform formwork of the dual power system of the present invention;

Fig. 2 is a schematic structural view of the support system of the present utility model;

Fig. 3 is the top view of the steel platform formwork climbing system of the dual power system of the present invention;

Explanation of reference signs:

Core tube structure 100, reserved holes 101, steel platform system 1, formwork system 2, scaffolding system 3, support system 4, steel column climbing system 5, steel column 51, climbing components 52, steel beam jacking system 6, jacking steel beam 61, a jacking assembly 62, a vertical limit assembly 7, and a lateral limit assembly 8.

Detailed ways

Now in conjunction with accompanying drawing, the utility model is described in further detail. These drawings are all simplified schematic diagrams, and only schematically illustrate the basic structure of the utility model, so they only show the configurations related to the utility model.

In the description of the utility model, it should be understood that the terms "center", "longitudinal", "transverse", "length", "width", "thickness", "upper", "lower", "front", " Orientation or position indicated by "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", etc. The relationship is based on the orientation or positional relationship shown in the drawings, and is only for the convenience of describing the utility model and simplifying the description, rather than indicating or implying that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, therefore It cannot be understood as a limitation on utility models.

In addition, the terms "first" and "second" are used for descriptive purposes only, and cannot be interpreted as indicating or implying relative importance or implicitly specifying the quantity of indicated technical features. Thus, a feature defined as "first" and "second" may explicitly or implicitly include one or more of these features. In the description of the utility model, "plurality" means two or more, unless otherwise specifically defined.

In the utility model, unless otherwise clearly stipulated and limited, terms such as "setting", "installing", "connecting", "connecting" and "fixing" should be understood in a broad sense, for example, it can be a fixed connection or It is a detachable connection or an integral connection; it may be a mechanical connection or an electrical connection; it may be a direct connection or an indirect connection through an intermediary, and it may be the internal communication of two components. Those of ordinary skill in the art can understand the specific meanings of the above terms in the utility model according to specific situations.

Example

As shown in Figures 1 to 3, the utility model provides a dual power system steel platform formwork climbing system, including: steel platform system 1, formwork system 2, scaffolding system 3, support system 4, steel column climbing system 5 and a steel beam jacking system 6, the steel platform system 1 is horizontally arranged and surrounds the core tube structure 100, the formwork system 2 is fixed on both sides of the core tube structure 100 after being connected by pull bolts or other means, and the scaffold system 3 is set At the lower part of the steel platform system 1, the support system 4 is arranged at the lower part of the steel platform system, and the side of the support system 4 is provided with a vertical limit assembly 7, and the vertical limit assembly 7 is telescopically connected to the core In the reserved hole 101 on the tube structure 100, specifically, the vertical limit assembly 7 is a hydraulically driven and telescopic corbel structure to serve as the action point of the steel column climbing system 5, wherein the core tube structure 100 along its height direction Reserved holes 101 are provided at regular intervals;

The steel column climbing system 5 includes a steel column 51 and a climbing assembly 52. The bottom end of the steel column 51 is connected to the top of the core tube structure 100 through a fixing device during the construction of the core tube structure 100, and when the steel column 51 is climbed , the steel column 51 is disconnected from the core tube structure 100, the climbing assembly 52 is arranged on the upper part of the steel platform system 1, and the steel column 51 is fixed on the steel platform system 1 through the climbing assembly 52;

The steel beam jacking system 6 is connected to the bottom of the support system 4, and is used to lift the support system 4, and then drives the steel column climbing system 5 to be lifted together, and the side of the steel beam jacking system 6 is telescopically connected to the core In the reserved hole 101 on the cylinder structure 100.

In the prior art, the steel column climbing system is generally used for construction, but the steel column is usually about 10 meters, so the steel column climbing system can only climb one layer of construction layer height each time. In the climbing system provided by the utility model, after the construction and maintenance of the concrete structure of the core tube is completed, the steel column 51 is fixed on the upper end of the core tube structure 100 through a fixing device, and then the vertical limit assembly 7 on the support system 4 is removed from the reserved retracted in the hole 101, the climbing assembly 52 takes the steel column 51 as the force point, and drives the whole system to climb upward. Enter the reserved hole 101 for vertical positioning, release the connection between the steel column 51 and the core tube structure 100, the climbing component 52 takes the steel platform system 1 as the force point, and lift the steel column 51 to the preset height, and the steel beam jacking system 6 continues The support system 4 is lifted to drive the system as a whole to continue to rise, thereby realizing that the system as a whole can climb two construction floors at a time.

When the steel platform formwork climbing system of the dual power system provided by the utility model is constructed in the low area, the steel platform formwork equipment climbs using the steel beam jacking system; when the steel platform formwork equipment climbs in the high area, the steel column climbing system can be used Complete the conversion of the climbing system at high altitude.

The steel platform formwork climbing system of the dual power system provided by the utility model can satisfy the construction of building structures including complex structures such as shear steel plate layers and outrigger truss layers, as well as simple standard layers; according to the irregular vertical structure, it can One part adopts the steel beam jacking system, and the other part adopts the steel column climbing system to complete the jacking of the steel platform formwork synchronously.

As a further improvement, the steel beam jacking system 6 includes: a jacking steel beam 61 and a jacking assembly 62, the side of the jacking steel beam 61 is provided with a vertical limit assembly 7, which is used to lift the jacking steel beam 61 is fixed on the reserved hole 101 of the corresponding height, the bottom end of the jacking assembly 62 is connected to the jacking steel beam 61 , and the top end of the jacking assembly 62 is connected to the support system 4 . When the steel beam jacking system 6 is working, the vertical limit assembly 7 on the side of the steel beam 61 protrudes into the reserved hole 101 to realize the vertical positioning of the system, and then the jacking assembly 62 works to lift the support system 4, and then Realize system upgrade. Wherein, the jacking assembly 61 may adopt a hydraulic jacking assembly.

A further improvement is that the side of the support system 4 is provided with a transverse limit assembly 8 . The horizontal line limit assembly 8 is used to prevent the lateral deformation and offset of the first-level support system 4 of the steel platform system, so as to ensure the stability of the system during the climbing process.

A further improvement is that the lateral limit assembly 8 includes rollers and a base for laterally connecting the rollers to the support system 4 .

A further improvement is that the climbing assembly 52 includes a climbing shoe and a hydraulic drive for driving the climbing shoe. Wherein, the climbing boots include upper climbing boots and lower climbing boots. When working, the upper and lower climbing boots alternately climb and lift back to work.

Inspired by the above ideal embodiment according to the utility model, through the above description content, relevant staff can completely make various changes and modifications within the scope of not deviating from the technical idea of the utility model. The technical scope of this utility model is not limited to the content in the description, but must be determined according to the scope of the claims.

Claims (5)

1. 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.
2. 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.
3. 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.
4. 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.
5. 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.