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Nesting integral lifting building structure

A technology of overall improvement and construction, applied in building structure, construction, etc., can solve problems such as hidden dangers of personal safety, harassment of nearby residents and pedestrians, injuries to ground construction personnel or pedestrians, etc., to shorten the construction period and reduce labor intensity. Effect

Inactive Publication Date: 2018-07-27
王林
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] At present, the conventional building structure forms are reinforced concrete frame structure, reinforced concrete frame shear wall structure, reinforced concrete core tube structure, steel structure, brick-concrete structure and other structural forms, and their construction sequence is to finish the main body from bottom to top. structure, and then construct the enclosure structure and exterior wall decoration project from top to bottom. The construction personnel must follow the main structure from bottom to top, and then follow the exterior wall decoration project from top to bottom. Repeatedly until the project is completed Conventional construction procedures, but its disadvantages are also obvious, such as: workers working at heights have greater personal safety hazards; falling objects may cause harm to ground construction workers or pedestrians; Harassment; and the adverse impact on the image of the city and the environment, etc.

Method used

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specific Embodiment approach

[0006] Specific implementation method: the power drive adopted in this program is a double-acting through-the-heart jack, such as Figure 7 , Figure 8 As shown: one end of the jack 9 is fixed on the reinforced concrete core tube 1 or 2, and the other end is connected with the steel pipe column 10, and the steel pipe column 10 is fixed between the two-story frame beams 8. Figure 7 shown), drive the core tube 1 or 2 to lift upwards, in fact Figure 4 and Figure 6 Indicates the construction state of the core tube after the height of one floor is raised inside the building; otherwise, when the jack 9 climbs downward (such as Figure 8 shown), the frame beam 8 is lifted up, as image 3 , Figure 5 The represented building body is lifted up by one floor height. The lifting force depends on the number of jacks installed. The more jacks are installed, the greater the lifting force will be. It is based on the load and self-weight of the building. After the construction of the ...

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Abstract

The invention relates to a building structure, in particular to a nesting integral lifting building structure and a construction method, wherein the nesting integral lifting building structure is theintegral lifting building structure and the construction method and does not need outdoor high-altitude work, and thus no influence can be caused on the urban environment, at the same time, the time limit for a project is shortened, the labor intensity is reduced, and the most important thing is that the operation is entirely controlled by computers, and the nesting integral lifting building structure is more in line with the requirements of modern management. Power drive adopted in the scheme is a double-acting piercing jack, as is shown in the figure, one end of the jack is fixed on a reinforced concrete core cylinder 1, the other end of the jack is sleeved with a steel pipe column 10, and the steel pipe column is fixed between a two-storey frame beam 8. When the jack climbs upwards, thecore cylinder 1 is driven to ascend one floor height, on the contrary, when the jack climbs downwards, the frame beam 8 is lifted up one floor height, and according to the cycle, the building is interactively elevated to the designed height.

Description

technical field [0001] The invention relates to a building structure form and a corresponding engineering implementation plan, in particular to a telescoping interactive lifting scheme and a construction method for an overall lifting building that basically does not require outdoor high-altitude operations. Background technique [0002] At present, the conventional building structure forms are reinforced concrete frame structure, reinforced concrete frame shear wall structure, reinforced concrete core tube structure, steel structure, brick-concrete structure and other structural forms, and their construction sequence is to finish the main body from bottom to top. structure, and then construct the enclosure structure and exterior wall decoration project from top to bottom. The construction personnel must follow the main structure from bottom to top, and then follow the exterior wall decoration project from top to bottom. Repeatedly until the project is completed Conventional ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/35
CPCE04B1/3511
Inventor 王林
Owner 王林
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