CN205367521U - Novel intelligent hoist and mount system of super high -rise building core section of thick bamboo component - Google Patents
Novel intelligent hoist and mount system of super high -rise building core section of thick bamboo component Download PDFInfo
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- CN205367521U CN205367521U CN201620067525.1U CN201620067525U CN205367521U CN 205367521 U CN205367521 U CN 205367521U CN 201620067525 U CN201620067525 U CN 201620067525U CN 205367521 U CN205367521 U CN 205367521U
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Abstract
The utility model discloses a novel intelligent hoist and mount system of super high -rise building core section of thick bamboo component, including the track roof beam, be equipped with crane beam running gear on the track roof beam, crane beam running gear's lower part has hung crane beam, the last electric block that is equipped with of crane beam running gear. The both ends of track roof beam are fixed on the built -in fitting in core section of thick bamboo wall body. Not only the installation problem of the successful steel constructions of solving such as core section of thick bamboo girder steel has improved the efficiency of construction moreover for construction speed, avoided the poor too big problem of core section of thick bamboo wall body construction and plane floor construction operation facial height.
Description
Technical field
This utility model relates to a kind of high-rise building Core Walls Structure lifting component technology, particularly relates to a kind of high-rise building Core Walls Structure component novel intelligent Lift-on/Lift-off System.
Background technology
In high-rise building, the application of the integral construction operating platforms such as backform is more and more extensive, and high-rise building mostly is tube-in-tube structure form, and therefore, how eliminating backform to the impact that Core Walls Structure inner structure is constructed is a difficult problem.In order to core wall structure is constructed rapidly and efficiently, high-rise building is commonly used backform system, and Core Walls Structure cylinder top is all closed by backform system, causes the components such as Core Walls Structure girder steel cannot put in place from the lifting of backform top.
Adopt on Core Walls Structure body of wall, adhere to the method that the local methods such as gin pole are installation Core Walls Structure girder steels at present, there is the problems such as work progress is dangerous, efficiency is low.
Utility model content
The purpose of this utility model is to provide a kind of safe and reliable, high-rise building Core Walls Structure component novel intelligent Lift-on/Lift-off System that work efficiency is high.
The purpose of this utility model is achieved through the following technical solutions:
High-rise building Core Walls Structure component novel intelligent Lift-on/Lift-off System of the present utility model, including track girder, described track girder is provided with crane beam walking mechanism, and the lower suspension of described crane beam walking mechanism has crane beam, and described crane beam walking mechanism is provided with electric block.
The technical scheme provided by above-mentioned this utility model can be seen that, the high-rise building Core Walls Structure component novel intelligent Lift-on/Lift-off System that this utility model embodiment provides, compared with the local method installation methods such as current existing employing gin pole, high-rise building Core Walls Structure component novel intelligent Lift-on/Lift-off System of the present utility model makes construction more safe and reliable, and work efficiency can be substantially improved.
Accompanying drawing explanation
The transversary schematic diagram of the high-rise building Core Walls Structure component novel intelligent Lift-on/Lift-off System that Fig. 1 provides for this utility model embodiment.
The lateral structural representation of the high-rise building Core Walls Structure component novel intelligent Lift-on/Lift-off System that Fig. 2 provides for this utility model embodiment.
Fig. 3 is the structural representation of this utility model embodiment middle orbit beam and driving beam connecting node.
In figure:
1, Core Walls Structure body of wall, 2, built-in fitting, 3, crane beam walking mechanism, 4, track girder, 5, crane beam, 6, electric block, 7, roller, 8, motor.
Detailed description of the invention
This utility model embodiment will be described in further detail below.
High-rise building Core Walls Structure component novel intelligent Lift-on/Lift-off System of the present utility model, its preferably detailed description of the invention be:
Including track girder, described track girder is provided with crane beam walking mechanism, and the lower suspension of described crane beam walking mechanism has crane beam, and described crane beam walking mechanism is provided with electric block.
The two ends of described track girder are fixed on the built-in fitting in Core Walls Structure body of wall.
Including two track girders and vertical with described track girder crane beam, the two ends of described crane beam are suspended on the track girder of correspondence respectively through a crane beam walking mechanism.
Core Walls Structure Steel Structure Installation is affected by this utility model for backform, for saving the duration, guarantee construction safety, therefore design that a kind of execute-in-place is strong, safety is high, simple structure, stabilized structure, the Core Walls Structure component novel intelligent Lift-on/Lift-off System that core tube steel structure is fast and safely installed can be realized, this Lift-on/Lift-off System is arranged on backform hanger bottom, the installation question of the steel constructions such as the Core Walls Structure girder steel that not only success solves, and improve efficiency of construction, accelerate speed of application, it is to avoid the problem that Core Walls Structure wall construction is excessive with the plane floor operation side discrepancy in elevation.
Core Walls Structure girder steel, steel stair are installed and are the use of the extremely difficult construction part that the high-rise building of backform system exists, compared with the local method installation methods such as current existing employing gin pole, high-rise building Core Walls Structure component novel intelligent Lift-on/Lift-off System of the present utility model makes construction more safe and reliable, and work efficiency can be substantially improved.
Specific embodiment:
As shown in Figure 1, Figure 2, Figure 3 shows, including track girder, crane beam, crane beam walking mechanism, electric block.
The thin portion structure of each parts is as follows:
(1) electric block
The lifting of component adopts the electric block of a 5T, and this electric block is running type electric block, adopts the mode of line traffic control to control its walking and lifting component.
(2) crane beam walking mechanism
Crane beam adopt under the mode hung, so can so that the walking of electric block in cylinder without dead angle, all components in Liftable cylinder.
(3) crane beam and track girder
Crane beam adopts work 36a I-steel with track girder.
Arrangement of the present utility model:
Because all Core Walls Structure cylinders are all closed by backform system, therefore it is required for arranging a set of Core Walls Structure component novel intelligent Lift-on/Lift-off System in each cylinder.
The layout arranging foundation girder steel of Core Walls Structure component novel intelligent Lift-on/Lift-off System, makes the attachment point of track girder overlap with Core Walls Structure girder steel embedded part position as far as possible, has so directly utilized girder steel embedded part, decreased the input of other measure.At construction elevator position, because construction elevator hinders, crane beam reduces length, and the layout of track girder is with identical in other cylinders.
The beneficial effects of the utility model:
Use by this Core Walls Structure component novel intelligent Lift-on/Lift-off System, solve and employ a backform system high-rise building Core Walls Structure Steel Structure Installation difficult problem in the past, derrick mast hoisting mode is more safe and reliable than ever, and lift without dead angle, improve core tube steel structure installation effectiveness, it is to avoid produce the problem that body of wall is excessive with the horizontal floor structure construction discrepancy in elevation because core tube steel structure installation rate significantly lags behind Core Walls Structure body of wall in the past.In a word, this Core Walls Structure component novel intelligent Lift-on/Lift-off System in installation rate, construction coordination, manpower consumption etc. on reached unprecedented perfect adaptation, and Promoting Standardized construction is served good practicalness effect.
Core Walls Structure component novel intelligent Lift-on/Lift-off System of the present utility model solves a Core Walls Structure Steel Structure Installation difficult problem in high-rise building, improves construction efficiency so that Core Walls Structure body of wall and horizontal structure synchronous construction in Core Walls Structure realize being likely to.
In high-rise building, the application of the integral construction operating platforms such as backform is more and more extensive, high-rise building mostly is tube-in-tube structure form, therefore, how eliminating backform to the impact that Core Walls Structure inner structure is constructed is a difficult problem, and the application of Core Walls Structure component novel intelligent Lift-on/Lift-off System must solve this difficult problem by very big.It addition, tradition traveling crane system is that crane beam is positioned at above track girder mostly, native system middle rolling car beam is positioned at below track girder, and crane beam walking mechanism is the core component of native system.
The application of this Core Walls Structure component novel intelligent Lift-on/Lift-off System will greatly improve the efficiency of construction of core wall structure, and safe and reliable.
The above; it is only this utility model preferably detailed description of the invention; but protection domain of the present utility model is not limited thereto; any those familiar with the art is in the technical scope that this utility model discloses; the change that can readily occur in or replacement, all should be encompassed within protection domain of the present utility model.Therefore, protection domain of the present utility model should be as the criterion with the protection domain of claims.
Claims (3)
1. a high-rise building Core Walls Structure component novel intelligent Lift-on/Lift-off System, it is characterized in that, including track girder, described track girder is provided with crane beam walking mechanism, the lower suspension of described crane beam walking mechanism has crane beam, and described crane beam walking mechanism is provided with electric block.
2. high-rise building Core Walls Structure component novel intelligent Lift-on/Lift-off System according to claim 1, it is characterised in that the two ends of described track girder are fixed on the built-in fitting in Core Walls Structure body of wall.
3. high-rise building Core Walls Structure component novel intelligent Lift-on/Lift-off System according to claim 1 and 2, it is characterized in that, including two track girders and vertical with described track girder crane beam, the two ends of described crane beam are suspended on the track girder of correspondence respectively through a crane beam walking mechanism.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620067525.1U CN205367521U (en) | 2016-01-22 | 2016-01-22 | Novel intelligent hoist and mount system of super high -rise building core section of thick bamboo component |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201620067525.1U CN205367521U (en) | 2016-01-22 | 2016-01-22 | Novel intelligent hoist and mount system of super high -rise building core section of thick bamboo component |
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| CN205367521U true CN205367521U (en) | 2016-07-06 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108373102A (en) * | 2018-02-02 | 2018-08-07 | 中建钢构有限公司 | Lift-on/Lift-off System in enclosure space |
| CN111675111A (en) * | 2020-06-18 | 2020-09-18 | 湖北省工业建筑集团安装工程有限公司 | Boiler hoisting sling in closed plant area and construction method |
| CN114134993A (en) * | 2021-12-16 | 2022-03-04 | 中国能源建设集团安徽电力建设第一工程有限公司 | Installation method for basement steel structure |
-
2016
- 2016-01-22 CN CN201620067525.1U patent/CN205367521U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108373102A (en) * | 2018-02-02 | 2018-08-07 | 中建钢构有限公司 | Lift-on/Lift-off System in enclosure space |
| CN111675111A (en) * | 2020-06-18 | 2020-09-18 | 湖北省工业建筑集团安装工程有限公司 | Boiler hoisting sling in closed plant area and construction method |
| CN114134993A (en) * | 2021-12-16 | 2022-03-04 | 中国能源建设集团安徽电力建设第一工程有限公司 | Installation method for basement steel structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Novel intelligent hoist and mount system of super high -rise building core section of thick bamboo component Effective date of registration: 20180129 Granted publication date: 20160706 Pledgee: Bank of Beijing Limited by Share Ltd. Shenzhen branch Pledgor: China Construction Steel Structure Corp.,Ltd. Registration number: 2018440020010 |
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| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| CP03 | Change of name, title or address |
Address after: 3801, 38 / F, Zhongjian science and engineering building, No. 3331, Weilan Coast Community Center Road, Yuehai street, Nanshan District, Shenzhen City, Guangdong Province Patentee after: China Construction Engineering Group Co.,Ltd. Address before: 518040 Guangdong city of Shenzhen province Futian District Che Kung Temple tipping building 17 layer Patentee before: China Construction Steel Structure Corp.,Ltd. |
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| CP03 | Change of name, title or address | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20221207 Granted publication date: 20160706 Pledgee: Bank of Beijing Limited by Share Ltd. Shenzhen branch Pledgor: China Construction Steel Structure Corp.,Ltd. Registration number: 2018440020010 |
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| PC01 | Cancellation of the registration of the contract for pledge of patent right |