Concrete 3D Printing: Nailing Layers for Added Reinforcement
Researchers from France and the UK seek ways to improve 3D printing for construction, revealing their analysis in the recently published ‘ Nailing of Layers: A Promising Way to Reinforce Concrete 3D Printing Structures .’
Concrete extrusion is a continuing source of innovation for the construction industry, lending promise to 3D printed offices , homes , and entire village concepts —as well as added potential for more affordable housing . Greater affordability, speed in production, less need for manpower, and the ability to create composites for better performance are just a few of the benefits.
“Recent research on 3D printing has almost all been focused on mix-design, rheological and process related issues. It has allowed the production of a physically-based background in order to formulate concrete with the required fresh properties, and allowed us to evaluate a time window during which it is possible to deposit a new layer of cement-based material,” stated the researchers.
“Nowadays, some technical solutions have emerged in the development of successful concrete printing, and researchers have started to work on the structural performances of reinforced and unreinforced concrete printed structures.”
Additional reinforcements are the only way for some structures, including infrastructure like bridges, to adhere to standards in design. Contemporary solutions may include steel reinforcements or the use of cables, or fibers made of the following materials:
Steel
Basalt
Glass
Bio-based materials
Polymeric fibers
In this study, the scientists experimented with the use of nails, driven through several layers after they were 3D printed. The overall goal was to offer ductility, tensile, and shear strength—while also offering greater strength in between layers.
“This strategy can be easily automated using a robotic placement of the nail which can be a real advantage and beneficial in the context of digital construction,” stated the researchers.
Placement of nails was studied regarding gradient of mechanical properties, along with evaluating reinforcement effects through three-point flexural tests examining orientation, surface roughness, and steel density.
(a) Nails before and after rusting treatment; (b) Considered nail geometry.
Three-layer samples and ten-layer samples were fabricated with 10 × 25 mm² rectangular cross section layers of mortar with a screw extrusion system mounted on a WASP 3MT Industrial 4.0 printer.
Picture of the printing system: printer, printing head and nozzle.
Manufactured samples geometries: (a) schematic views; (b) pictures of samples after bending tests.
Bending resistance was tested, along with post-peak behavior, and the potential for durability issues and corrosion of steel. Numerous issues must be considered to avoid corrosion, beginning with...
