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Combined accessory of in-situ concrete 3-D printing horizontal bearing part and preparation method

A load-bearing component, concrete technology, applied in the direction of building components, structural elements, building construction, etc.

Active Publication Date: 2021-08-03
INNER MONGOLIA UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

For horizontal load-bearing members, the mesh of the steel mesh cannot hang the 3-D printed concrete, most of the concrete leaks out of the mesh and falls, and the bottom of the horizontal load-bearing member cannot be printed through the steel mesh

Method used

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  • Combined accessory of in-situ concrete 3-D printing horizontal bearing part and preparation method
  • Combined accessory of in-situ concrete 3-D printing horizontal bearing part and preparation method
  • Combined accessory of in-situ concrete 3-D printing horizontal bearing part and preparation method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0043] In this embodiment, the in-situ concrete 3-D printed horizontal load-bearing component assembly is composed of 3-D printed concrete and a bottom net, and the 3-D printed concrete has fine aggregates with a particle size of 0.08mm-4.75mm, and The fluidity of the 3-D printed concrete is greater than or equal to 110mm and less than or equal to 190mm; the bottom net is a reinforcement mesh, the diameter of the reinforcement is greater than or equal to 0.5mm, and the mesh diameter of the reinforcement mesh is less than or equal to the fine aggregate particle 7.5 times (4.75mm×7.5) of the upper limit of fine aggregate particle size, and greater than or equal to 7.5 times (0.05mm×7.5) of the lower limit of fine aggregate particle size.

[0044] The fine aggregate is construction sand [comply with GB / T14684-2011], such as coarse sand, medium sand or fine sand [comply with GB / T14684-2011]. When bearing the weight of the first layer of 3-D printed concrete alone, the diameter of ...

Embodiment 2

[0047]A metal or non-metal mesh with a certain rigidity is used as the bottom mesh, and the first layer of concrete is printed directly on the bottom mesh. Since 3-D printed concrete has good cohesion, the concrete wraps the bottom mesh in the concrete after the first layer of printing. The concrete is integrated with the bottom net without collapsing. When the first layer of concrete solidifies and reaches a certain strength, subsequent layers of concrete can be continuously printed on it until it reaches a predetermined thickness. The bottom mesh can support the first layer of printed concrete alone, and then lay the steel skeleton on the first layer of concrete, or hang the bottom mesh under the steel skeleton and then print concrete on it. According to the structure of the horizontal load-bearing construction, the bottom net can be used as a flat or curved net, or it can be prefabricated into a V-shaped or wavy shape to enhance its rigidity.

[0048] In-situ concrete 3-D p...

Embodiment 3

[0057] Embodiment 3, the technological practice that has steel skeleton situation

[0058] Background introduction: The arched dome of a building, with a diagonal span of 3m and supported by four-corner columns, was fabricated by using in-situ unsupported concrete 3-D printing method.

[0059] The specific process is as follows:

[0060] (1) First make a reinforced skeleton according to the geometric dimensions of the curved surface of the arched dome. The four corners of the skeleton are bound or welded to the column supports. The rigidity of the skeleton can bear the construction load of the first layer of printing. Such as figure 1 shown.

[0061] (2) Use a steel wire mesh with a net mesh size of 10mm×10mm as the bottom mesh (the diameter of the steel wire is 1mm), bind it to the bottom of the skeleton, and place a 5mm thick block between the steel mesh and the skeleton to control the distance between the two. Such as Figure 2a the overall picture of and Figure 2b Th...

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Abstract

The invention discloses a combined accessory of an in-situ concrete 3-D printing horizontal bearing part and a preparation method. The combined accessory is composed of 3-D printing concrete and a bottom net, the 3-D printing concrete contains fine aggregate with the particle size of 0.08 mm-4. 75 mm, and the fluidity of the 3-D printing concrete is larger than or equal to 110 mm and smaller than or equal to 190 mm; the bottom net is a rib net or a steel plate net, the diameter of ribs is larger than or equal to 0.5 mm, and the aperture of meshes of the rib net is smaller than or equal to 7.5 times of the upper limit of the particle size of the fine aggregate and larger than or equal to 7.5 times of the lower limit of the particle size of the fine aggregate; and after the first layer of concrete is printed, the bottom net is wrapped in the concrete and is combined with the bottom net into a whole, after the concrete is solidified and hardened, a support can be formed, and subsequent continuous printing and stacking of multiple layers of concrete can be carried out on the support.

Description

technical field [0001] The invention relates to the technical field of building construction. Specifically, it is an assembly and preparation method of in-situ concrete 3-D printed horizontal load-bearing components. Background technique [0002] The concrete used in concrete 3-D printing technology needs a period of time (usually between 30 minutes and 1 hour) to reach the initial setting after being extruded from the nozzle. Therefore, currently only vertical load-bearing components can be printed, such as walls and column. [0003] If you need to print horizontal load-bearing components, such as floors, roofs, beams, cantilever beams and slabs, you still need to use traditional bottom molds, or use prefabricated beams and slabs to assemble them on site, and these components cannot be in situ Print without supports. [0004] The mesh of the steel mesh in the prior art is 100-200mm. For structures such as walls or columns, although the concrete partially seeps out from t...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04C3/20E04C5/04B33Y10/00B33Y70/00B33Y80/00
CPCE04C3/20E04C5/04B33Y10/00B33Y70/00B33Y80/00Y02W30/91E04G21/0463E04B7/026E04B5/32E04B7/20E04G21/02
Inventor 史勇侯永利何晓雁郝贠洪
Owner INNER MONGOLIA UNIV OF TECH