CN216810887U - Suspension operation platform and hydraulic climbing formwork system - Google Patents
Suspension operation platform and hydraulic climbing formwork system Download PDFInfo
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- CN216810887U CN216810887U CN202122590621.8U CN202122590621U CN216810887U CN 216810887 U CN216810887 U CN 216810887U CN 202122590621 U CN202122590621 U CN 202122590621U CN 216810887 U CN216810887 U CN 216810887U
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Abstract
The utility model discloses a suspension work platform, comprising: the main frame includes the vertical frame that is located four angular position departments respectively that constitute by four vertical supports, sets up in the top frame at vertical frame top and sets up in the bottom frame of vertical frame bottom, and the interval is provided with horizontal support between the adjacent vertical support, has laid the protection net between the adjacent vertical support, and full pavement scaffold board is gone up to the bottom frame. The utility model also discloses a hydraulic climbing formwork system which comprises two suspension operation platforms which are fixed on the steel beams at the bottom of the hydraulic climbing formwork steel platform. The suspended operation platform can achieve the purpose of safely and conveniently mounting a tower crane and a buttress of a passenger-cargo ladder; the hydraulic climbing formwork is arranged below a hydraulic climbing formwork system for high-rise structure construction, can be lifted upwards synchronously along with the core barrel structure construction, does not need to be repeatedly disassembled and assembled at different heights, does not need to additionally set up a scaffold for installing the buttress, and does not influence the construction progress; the suspension operation platform is simple in material taking, firm in contact and safer in construction.
Description
Technical Field
The utility model relates to an operation platform for installing a tower crane and a buttress of a passenger-cargo ladder in a hydraulic climbing formwork system.
Background
With the development of economy and the improvement of the requirements of people on living environment, high-rise buildings in China are developed rapidly in recent years.
The core tube structure is usually constructed in advance by adopting a hydraulic creeping formwork system in the high-rise building construction process, and the horizontal structure cannot follow the construction in time, so that the installation of the tower crane arranged outside the core tube and the buttress of the goods ladder arranged inside the core tube is difficult to construct.
SUMMERY OF THE UTILITY MODEL
The utility model provides a suspension operation platform and a hydraulic climbing formwork system aiming at the problems and the defects in the prior art, wherein in the construction process of a high-rise core tube area, one of the hydraulic climbing formwork systems can be used for suspending the operation platform, so that the aim of safely and conveniently installing a tower crane and a buttress of a goods ladder is fulfilled.
The utility model solves the technical problems through the following technical scheme:
the utility model provides a suspension operation platform which is characterized by comprising a main frame, wherein the main frame comprises vertical frames, a top frame and a bottom frame, the vertical frames are composed of four vertical supports and are respectively positioned at four corners, the top frame is arranged at the top of the vertical frames, the bottom frame is arranged at the bottom of the vertical frames, transverse supports are arranged between the adjacent vertical supports of the main frame at intervals, a protection net is arranged between the adjacent vertical supports of the main frame, and scaffold boards are fully paved on the bottom frame.
Preferably, the main frame is made of 12# channel steel.
Preferably, the transverse support is made of angle steel.
Preferably, the protection net is a steel wire net.
Preferably, the scaffold board is a steel scaffold board.
The utility model also provides a hydraulic climbing formwork system which is characterized by comprising two suspension operation platforms, wherein the two suspension operation platforms are fixed on a steel beam at the bottom of a hydraulic climbing formwork steel platform.
On the basis of the common knowledge in the field, the above preferred conditions can be combined randomly to obtain the preferred embodiments of the utility model.
The positive progress effects of the utility model are as follows:
1. the hanging operation platform can achieve the purpose of safe and convenient installation of the tower crane and the buttress of the passenger-cargo ladder.
2. Install in the hydraulic pressure creeping formwork system below of high-rise structure construction, can follow the synchronous upwards promotion of core section of thick bamboo structure construction, need not at the not repeated dismouting of co-altitude, installation counterfort need not to set up the scaffold frame in addition, does not influence the construction progress simultaneously.
3. The suspension operation platform is simple in material taking, firm in contact and safer in construction.
Drawings
Fig. 1 is a schematic structural diagram of a suspended work platform according to a preferred embodiment of the present invention.
Fig. 2 is a schematic view of the installation of the suspended work platform according to the preferred embodiment of the present invention.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. All other embodiments, which can be obtained by a person skilled in the art without any inventive step based on the embodiments of the present invention, are within the scope of the present invention.
As shown in fig. 1, this embodiment provides a hang work platform, it includes main frame 1 that adopts 12# channel-section steel, main frame 1 includes the vertical frame 11 that is located four angular position departments respectively that constitute by four vertical supports, sets up in the top frame 12 at vertical frame 11's top and sets up in the bottom frame 13 of vertical frame 11's bottom, the interval is provided with the horizontal support 2 that adopts the angle steel between the adjacent vertical support of main frame 1, the wire net 3 has been laid between the adjacent vertical support of main frame 1, the last full spread steel scaffold board 4 of bottom frame.
As shown in fig. 2, the embodiment provides a hydraulic climbing formwork system, which includes two above-mentioned work platforms 10 that hang, two work platforms 10 that hang are all fixed on hydraulic climbing formwork steel platform bottom girder steel 20, and one work platform that hangs is used for installing the tower crane buttress, and another work platform that hangs is used for installing the personnel goods ladder buttress.
The self weight of each suspension working platform is about 271KG, the total amount of personnel and materials is considered according to 400KG, and the live load is considered according to 2 KN/square meter. After the related load is provided for a hydraulic climbing formwork professional unit, the stress calculation of the whole hydraulic climbing formwork meets the requirement through model calculation.
The wind tower structure in the project of the second phase 07-01 in the fourteen areas of the port is 180m in height and is in a core tube shear wall-type steel concrete cantilever truss (beam) structure. The whole wind tower vertical structure construction adopts a steel column barrel frame alternate support type hydraulic climbing whole steel platform formwork system to carry out core barrel concrete structure construction.
Because the vertical core section of thick bamboo structure of core section of thick bamboo is under construction earlier, the horizontal structure is under construction afterwards, and the tower crane is located the core section of thick bamboo outside, and tower crane counterfort installation is difficult. Meanwhile, due to the special structure of the wind tower, the people and goods ladder can only be installed in the wind tower wind channel, the size of the wind channel opening is 9m, the four sides are all shear walls, and no opening is formed in the wall. Therefore, the installation of the buttress of the passenger-cargo ladder is difficult. In order to solve the problems, the hydraulic climbing formwork system is optimized, the suspension operation platform is arranged at the bottom, and an operator can support the wall on the suspension operation platform to install the hydraulic climbing formwork system, so that the problems are solved.
While specific embodiments of the utility model have been described above, it will be understood by those skilled in the art that these are by way of example only, and that the scope of the utility model is defined by the appended claims. Various changes and modifications to these embodiments may be made by those skilled in the art without departing from the spirit and scope of the utility model, and these changes and modifications are within the scope of the utility model.
Claims (6)
1. The utility model provides a hang operation platform, its characterized in that, it includes the main frame, the main frame includes the vertical frame that is located four angular position departments respectively that constitute by four vertical supports, sets up in the top frame at vertical frame top and sets up in the bottom frame of vertical frame bottom, the interval is provided with horizontal support between the adjacent vertical support of main frame, laid the protection net between the adjacent vertical support of main frame, full spread scaffold board on the bottom frame.
2. A suspended work platform as claimed in claim 1, wherein the main frame is a # 12 channel steel.
3. A suspended work platform as claimed in claim 1, wherein the lateral support is provided by angle steel.
4. A suspended work platform as claimed in claim 1, wherein the protective mesh is a steel mesh.
5. A suspended work platform as claimed in claim 1, wherein the scaffold board is a steel scaffold board.
6. A hydraulic creeping formwork system, characterized in that it comprises two suspended working platforms according to claim 1, both of which are fixed on the steel beams at the bottom of the hydraulic creeping formwork steel platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122590621.8U CN216810887U (en) | 2021-10-27 | 2021-10-27 | Suspension operation platform and hydraulic climbing formwork system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122590621.8U CN216810887U (en) | 2021-10-27 | 2021-10-27 | Suspension operation platform and hydraulic climbing formwork system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216810887U true CN216810887U (en) | 2022-06-24 |
Family
ID=82049053
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122590621.8U Active CN216810887U (en) | 2021-10-27 | 2021-10-27 | Suspension operation platform and hydraulic climbing formwork system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216810887U (en) |
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2021
- 2021-10-27 CN CN202122590621.8U patent/CN216810887U/en active Active
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