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Super-high performance concrete frame structure fabricated building and construction method thereof

An ultra-high-performance, frame structure technology, applied in buildings, building components, building structures, etc., can solve problems such as complex reinforcement, corner damage, and low strength, so as to improve the seismic performance of structures and reduce the number of joints , the effect of reducing the weight of the building

Inactive Publication Date: 2017-07-14
HUNAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, due to the low strength of ordinary concrete materials, the size of prefabricated components is limited, and there are a large number of joints between prefabricated components. The connections between joints have the disadvantages of complex reinforcement, difficult construction, and easy cracking
The limited size of prefabricated components also leads to poor integrity of the building, poor seismic performance, and a large number of joints and seams are not conducive to the waterproofing, thermal insulation and heat insulation of the building
The low toughness of ordinary concrete also leads to low local strength of prefabricated components, which is easy to cause corner damage during demoulding, transportation and installation

Method used

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  • Super-high performance concrete frame structure fabricated building and construction method thereof
  • Super-high performance concrete frame structure fabricated building and construction method thereof
  • Super-high performance concrete frame structure fabricated building and construction method thereof

Examples

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Embodiment 1

[0050] Embodiment 1. The prefabricated building disclosed in this embodiment is suitable for buildings where the distance between columns on the building plane is less than 10m. The upper and lower floors are connected by beams, columns, and columns of the overall floor slab. Beams, columns, and floor slabs LZB are prefabricated with ultra-high-performance concrete. The bending tensile strength of ultra-high-performance concrete is above 20MPa, and the compressive strength is above 100MPa.

[0051] from figure 1 It can be seen that the building plane is rectangular, so the layout of beams, columns and floor slab integral parts LZB will have corners, edges and middle positions. Beams 2 are arranged vertically on the adjacent second, third and fourth side walls of the column 1, respectively. combine figure 1 with figure 2 It can be seen that the two ends of the column 1 protrude from the beam 2 and the floor 3 respectively.

[0052] from image 3 It can be seen that beams...

Embodiment 2

[0063] Embodiment 2. This embodiment is applicable to buildings with a distance between columns of the building plane of 6-50 m, and the structural main body of the building plane is spliced ​​by two kinds of splicing units. One kind of splicing unit is the beam, column, and floor integral part LZB similar to Embodiment 1, and the other is the beam, floor integral piece, and the two splicing units are spliced ​​along the longitudinal and transverse directions of the building plane. Beams and floor slabs are also prefabricated with ultra-high performance concrete.

[0064] Since the distance between the building plane column and the column in this embodiment is relatively large, and the length of the building plane is greater than the width, the length and width are respectively regarded as the long span and the short span, and the distance between the adjacent beams, columns, and floor slabs in the direction of the short span Class I beams and integral floor slabs with small d...

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Abstract

The invention discloses a super-high performance concrete frame structure fabricated building and a construction method thereof. A splicing unit at least comprises beam, column and floor integrated pieces prefabricated by super-high performance concrete. The height of each column is the height of a building storey; the beams are perpendicular to the side walls of the columns; the floors are located on the upper surfaces of the beams; connecting parts are arranged on the side edges of the floors; and the two ends of the columns stretch out of the end faces of the floors and the beams. When fabricating is constructed, after the prefabricated integrated pieces adjacent to the building plane, the super-high performance concrete is poured into joints between the connecting parts of the side edges of the floors to enable the prefabricated integrated pieces to form a whole. The upper storey and the lower storey of the building are connected through the columns of the beam, column and floor integrated pieces. The prefabricated integrated pieces adopt the super-high performance concrete as structure materials, and the reasonable connecting arrangement is configured, so that the average thickness of the floor and the amount of connectors and the joints between prefabricated members both are decreased substantially. The self-weight of the building is reduced substantially under the premise of guaranteeing the rigidity and strength of the building, and construction difficulty is reduced.

Description

technical field [0001] The invention belongs to the field of construction, and in particular relates to a prefabricated building with an ultra-high performance concrete frame structure and a construction method thereof. Background technique [0002] Reinforced concrete prefabricated buildings have the advantages of saving formwork, fast construction progress, green environmental protection, etc., and are currently a building form that the country is vigorously developing. However, due to the low strength of ordinary concrete materials, the size of prefabricated components is limited, and there are a large number of joints between prefabricated components. The connections between joints have the disadvantages of complex reinforcement, difficult construction, and easy cracking. The limited size of prefabricated components also leads to poor integrity of the building, poor seismic performance, and a large number of joints and seams are not conducive to the waterproofing, heat p...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/00E04B1/04E04B1/20E04B5/14
CPCE04B1/00E04B1/04E04B1/20E04B5/14
Inventor 张国强邵子轩邓广邵旭东
Owner HUNAN UNIV
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