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Fabricated building overall upside-down construction system and construction method

A construction method and assembly technology, which is applied in the direction of construction, building structure, and building material processing, can solve problems such as deformation and lack of effective support for modules, achieve flexible settings, facilitate safe and civilized construction, and improve assembly accuracy Effect

Pending Publication Date: 2022-01-21
GUANGXI UNIVERSITY OF TECHNOLOGY +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, although this patent solves the problem of combining a layer of modules and a frame structure into a whole for flip-chip construction, when the modules are lifted and installed, only the modules inside the core tube are effectively connected to the core tube, and the modules outside the core tube are in the cantilever position. state, the module in the cantilever state is prone to deformation due to lack of effective support

Method used

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  • Fabricated building overall upside-down construction system and construction method
  • Fabricated building overall upside-down construction system and construction method
  • Fabricated building overall upside-down construction system and construction method

Examples

Experimental program
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Effect test

Embodiment 1

[0060] Embodiment 1: A whole flip-chip construction system for prefabricated buildings, such as Figure 8 As shown, including: independent column setting E area 9, independent column setting F area 10, independent column setting G area 11, tray 2, slideway 4, on-site standard floor assembly area 5, lifting device 6, lifting platform 7, steel strand Wire or steel tie rod 8; set two independent columns in the E area 9 of the independent column, that is, the first independent column 1E in the E area and the second independent column 2E in the E area, and set two independent columns in the F area 10 , that is, the first independent column 1F in the F area and the second independent column 2F in the F area, set up two independent columns in the G area 11 in the independent column, that is, the first independent column 1G in the G area and the second independent column in the G area 2G structure. Two independent columns are set in each independent column setting area to enclose the...

Embodiment 2

[0061] Embodiment 2: A whole flip-chip construction system for prefabricated buildings, such as Figure 9 As shown, including: independent column setting E area 9, independent column setting F area 10, independent column setting G area 11, tray 2, slideway 4, on-site standard floor assembly area 5, lifting device 6, lifting platform 7, steel strand Wire or steel tie rod 8; set two independent columns in the E area 9 of the independent column, that is, the first independent column 1E in the E area and the second independent column 2E in the E area, and set two independent columns in the F area 10 , that is, the first independent column 1F in the F area and the second independent column 2F in the F area, set up two independent columns in the G area 11 in the independent column, that is, the first independent column 1G in the G area and the second independent column in the G area 2G structure. In each independent column setting area, two independent columns are set to enclose th...

Embodiment 3

[0062] Embodiment 3: A whole flip-chip construction system of a prefabricated building, such as Figure 10 As shown, including: independent column setting E area 9, independent column setting F area 10, independent column setting G area 11, tray 2, slideway 4, on-site standard floor assembly area 5, lifting device 6, lifting platform 7, steel strand Wire or steel tie rod 8; three independent columns are set in the independent column setting area E 9, namely the first independent column 1E in the E area, the second independent column 2E in the E area and the third independent column 3E in the E area. Three independent columns are set up in F area 10, namely the first independent column 1F in F area, the second independent column 2F in F area and the third independent column 3F in F area, and three independent columns are set in area G in area 11, namely G The structure of the first independent column 1G in the area G, the second independent column 2G in the G area and the third...

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Abstract

The invention discloses a fabricated building overall upside-down construction system and construction method. The construction system comprises independent columns, a lifting device, a slideway, a field standard layer assembly area, a tray and a computer control system; a field lifting area is defined by the independent columns; the field standard layer assembly area is located on one sides of the independent columns; the slideway is arranged between the field standard layer assembly area and the independent columns, and a standard layer overall unit assembled in the field standard layer assembly area is pulled and translated to the field lifting area defined by the independent columns through the slideway and the tray; and the construction method comprises the steps that all bulk components are assembled into the standard layer overall unit in the field standard layer assembly area, the standard layer overall unit is hoisted and placed on the tray, the standard layer overall unit is pulled and translated to the field lifting area through the slideway and the tray, the construction process is controlled through the computer control system, the lifting device overall upside-down lifting assembly construction is conducted, and construction of the fabricated building to be built is completed. The method has the advantage of solving the problems of more assembly hoisting operation, large potential safety hazard, low construction speed, long construction period, high construction cost and the like of the existing fabricated building assembly.

Description

technical field [0001] The invention belongs to the technical field of prefabricated building construction, in particular to factory prefabrication of bulk parts of a prefabricated building, assembly in an on-site standard layer assembly area, traction and translation along the slideway to the on-site lifting area, and use of a lifting device to separate from the top floor to the bottom floor. An overall flip-chip construction system and construction method for a prefabricated building in which layers are flip-chip-assembled. Background technique [0002] In recent years, the country has begun to vigorously promote the application of prefabricated buildings. At present, the construction methods of prefabricated buildings mainly use components such as prefabricated columns, laminated beams, laminated panels, shear walls, stairs, and exterior wall panels in the factory. Assembly build construction. Compared with the traditional cast-in-place construction technology, this met...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G21/14E04G21/16B66C23/20
CPCE04G21/14E04G21/16E04G21/162E04G21/163B66C23/20
Inventor 李洪刘显晖廖羚邓鹏周圆兀李建强杨帆郭亮林桂武
Owner GUANGXI UNIVERSITY OF TECHNOLOGY
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