Overall assembly type reinforcement printing construction method for 3D printing concrete structure

A concrete structure and 3D printing technology, which is applied in building construction, construction, and building material processing, etc., can solve the problems of unable to form a reinforced skeleton, and it is difficult to ensure the rigidity of the reinforced skeleton and the cooperative performance of the strong concrete structure.

Active Publication Date: 2021-04-27
ZHEJIANG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the reinforcement formed by these two technologies is a kind of contact lap joint, which cannot form a continuous rigid joint reinforced skeleton. When the reinforced concrete structure bears a large load or is subjected to earthquake, impact and other loads, it is difficult to ensure reinforcement. Rigidity and strength of skeleton and synergistic performance with concrete structure

Method used

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  • Overall assembly type reinforcement printing construction method for 3D printing concrete structure
  • Overall assembly type reinforcement printing construction method for 3D printing concrete structure
  • Overall assembly type reinforcement printing construction method for 3D printing concrete structure

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0043] by Figure 4 and Figure 7 (beam-beam, r-reinforcing bar, a-one-way connection casing, m-construction robot arm, P-printed concrete, c-three-way connection casing, X-printing direction, Z stacking direction) beam member As an example, the step-by-step instructions for printing and building:

[0044] 1. Determine the structural form and spatial structure according to the structural and functional requirements. The beam-type member bears a large bending moment, and the bottom of the beam produces a large tensile stress, so more reinforcements need to be arranged to meet the structural force requirements. Carry out mechanical calculation and analysis of structural components, and determine the material, total amount, layout position and strength, diameter, surface shape, distance and spacing from the outer edge of the concrete layer to be added to the structural component according to the limit state of the structural bearing capacity and the limit state of normal servic...

Embodiment 2

[0049] by Figure 5 and Figure 8 ((plate-plate, r-reinforcement, d-four-way connection casing, c-three-way connection casing, m-construction robot arm, P-printing concrete, X-printing direction, Z stacking direction) the plate component is For example, the step-by-step instructions for printing and building:

[0050] 1. Carry out mechanical calculation and analysis on the slab, and determine the material, total amount, layout position and strength, diameter, surface shape, distance from the outer edge of the concrete layer and Spacing; and determine the position, quantity and form of the connecting sleeve according to the position of the intersection point and the number of intersections of the reinforcement. In this embodiment, the forms of connecting sleeves used include one-way connecting sleeves and three-way connecting sleeves.

[0051] 2. Determine the printing process of concrete, reinforcements and connection sleeves according to the overall structure of beam-type ...

Embodiment 3

[0055] by Figure 6 and Figure 9 (column-column, e-multi-directional casing, m-construction robot arm, r-reinforcement) column components as an example, the step-by-step instructions for printing and construction:

[0056] 1. Carry out mechanical calculation and analysis of the column, and determine the material, total amount, layout position and strength, diameter, surface shape, and distance from the outer edge of the concrete layer to be added to the structural member according to the limit state of the structural bearing capacity and the selection of the normal service limit state and spacing; and determine the position, quantity and form of the connecting sleeve according to the position of the intersection point and the number of intersections of the reinforcement. In this embodiment, the forms of connecting sleeves used include one-way connecting sleeves and three-way connecting sleeves.

[0057] 2. Determine the printing process of concrete, reinforcements and conne...

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Abstract

The invention discloses an overall assembly type reinforcement printing construction method for a 3D printing concrete structure. The method comprises the steps that a structural member is selected, and a reinforcement material is determined according to the stress distribution and magnitude in the bearing force limit state and the stress strength ratio in the normal use bearing force state; the positions, number and forms of connecting sleeves are determined according to the joint point positions and the number of intersections of the reinforcement material; the printing process of concrete, the reinforcement material and the connecting sleeves is determined according to the spatial appearance of the structural member, and the timing positioning connection and pushing program of the reinforcement material and the connecting sleeves is edited according to the printing process; and a concrete layer is formed along the printing process, the reinforcement material and the connecting sleeves are placed into the unhardened concrete layer according to the timing positioning connection and pushing program and assembled, and the 3D printing concrete structure with the spatial multi-directional connecting sleeves integrally reinforced is formed. The 3D printing concrete structure prepared through the construction method forms a spatial rigidity-enhanced framework, and the spatial rigidity-enhanced framework is close to a steel reinforcement framework formed through a traditional construction method.

Description

technical field [0001] The invention belongs to the technical field of intelligent construction and civil construction, and in particular relates to an integrally assembled reinforcement printing construction method for 3D printing concrete structures. Background technique [0002] 3D printing technology highlights its strong technical advantages because of the advantages of mold-free construction, automated construction, and digital construction, and can realize mechanized and automated construction projects. There are many existing 3D printing concrete materials, such as CN201910134165, CN20 1810913908, CN201910133642, etc. Concrete materials have disadvantages such as low tensile strength and easy brittle failure. Using rigid aggregates and rigid fiber reinforced concrete is difficult to achieve continuous and effective reinforcement across the printing layer strips. The use of flexible continuous reinforcement compatible with the printing process and process has been pr...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G21/02B33Y10/00
CPCE04G21/02B33Y10/00
Inventor 孙晓燕王海龙陈龙邹道勤张治成
Owner ZHEJIANG UNIV
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