This technology comprises a combined accessory of an in-situ concrete 3-D printed horizontal load-bearing member and a preparation method. The combined accessory includes 3-D printed concrete and a bottom mesh, the 3-D printed concrete contains fine aggregates having the particle size of 0.08 mm-4.75 mm, and the fluidity of the 3-D printed concrete is larger than or equal to 110 mm and smaller than or equal to 190 mm; the bottom mesh is a reinforcing mesh or expanded metal, the diameter of the reinforcing bar is larger than or equal to 0.5 mm, and the mesh aperture of the reinforcing mesh is smaller than or equal to 7.5 times of an upper limit of the particle size of the fine aggregate and is larger than or equal to 7.5 times of a lower limit of the particle size of the fine aggregate.

Various embodiments provide a functionally reinforced concrete slab including a concrete substrate having a first substrate area with a first reinforcement level and a second substrate area having a different second reinforcement level. The functionally reinforced concrete slab further includes a concrete substrate reinforcement apparatus enclosed within the concrete substrate. The concrete substrate reinforcement apparatus is positioned based on the first substrate area and the second substrate area to provide a non-uniform reinforcement of the concrete substrate.

Various embodiments provide a functionally reinforced concrete slab including a concrete substrate having a first substrate area with a first reinforcement level and a second substrate area having a different second reinforcement level. The functionally reinforced concrete slab further includes a concrete substrate reinforcement apparatus enclosed within the concrete substrate. The concrete substrate reinforcement apparatus is positioned based on the first substrate area and the second substrate area to provide a non-uniform reinforcement of the concrete substrate.

A machine for manufacturing a reinforced net with hexagonal meshes including a plurality of permanently deformable wires, a reinforcing element, and a mechanism for the reciprocal coiling of first wires and second wires in twos. The mechanism has passages for the reinforcing elements, and a feed system for: the first wires, fed in from a plurality of containers mounted on board the machine and provided internally with a predetermined length of the first wires; for part of the second wires, fed in alternately with the first wires, so as to be interwoven therewith in twos in the coiling mechanism; and for the reinforcing elements, fed into the machine. For all the reinforcing elements, a wire receptacle is provided for one of the second wires, the wire receptacle being rotatable around the reinforcing element.

In one aspect the invention relates to a mobile robotic end-effector tool for generating a mesh structure for use in reinforced concrete building systems. The tool comprises: —at least one robotic end-effector (EE), being movable in six degrees of freedom for applying an endless secondary mesh structure (2 ms) to the provided primary mesh structure (1 ms) continuously by roll spot welding, —wherein the at least one robotic end-effector (EE) further comprises: —a welding unit (W), in particular a resistance welding unit, configured for welding the secondary mesh structure (2 ms) to the primary mesh structure (1 ms) at predefined connection positions to generate cross-wire connections; —contact force sensors, configured for measuring the contact force of the robotic end-effector (EE), being applied to the primary mesh structure (1 ms) during rolling over the primary mesh structure (1 ms); —a processor (P) for closed loop control of the at least one robotic end-effector (EE) by means of control signals, wherein the control signals are generated at least in part in response to the measured contact force.

Disclosed are a fully assembled, fully cast-in-place, composite-type house and a construction method thereof, comprising providing at least one layer of house main body on a house foundation, wherein each layer of the house main body comprises: a tension bearing system which constitutes a wall body (1) or floor slab (2), a stabilizing function system for the tension bearing system, a system which constitutes a heat-insulating layer and a fire-proofing layer and is used as a formwork and has the function of supporting, and a pressure bearing system which connects together the afore-mentioned systems by means of a fully cast-in-place technique. The fully assembled, fully cast-in-place, composite-type house and the construction method thereof integrate structural component specifications, the overall stability of the house is good, and energy-saving and environmental protection requirements are satisfied.

The present invention provides for a welded wire lath device having a plurality of longitudinal wires extending along a plane and in a longitudinal direction, a plurality of tension release devices disposed on the plurality of longitudinal wires, a plurality of transverse wires extending along the plane in a transverse direction; and a plurality of weld connections at each intersection point between the plurality of longitudinal wires and the plurality of transverse wires. Each of the plurality of tension release devices are randomly spaced along the plurality of parallel longitudinal wires. The longitudinal wires, including each of the plurality of tension release devices, have a rectilinear cross-section. The present invention also provides for a structural assembly, and related method, having the welded wire lath device attached to a structural support such as a wall or ceiling and having a cementitious material embedded within the welded wire lath device.

The invention relates to a structure for the reinforcement of pavements. The structure is provided at predetermined positions with interruptions or with weakened zones. The invention further relates to a method of manufacturing such a structure and to a method of breaking up a pavement reinforced with such a structure.

A dry papercrete mix containing a pulp of fiber material such as newsprint and sharp sand, Portland cement and adding additional sand and/or pumice. The resulting dry, granular mix can then be handled stored and used in the manner which is conventional for concrete. The dry papercrete mix can be fortified with a fiber form of basalt which can be added to or substituted for all or a portion of the cellulose fiber content of the dry papercrete mix to provide a stronger structure when hydrated and cast into a desired shape with only a small increase in weight. Basalt reinforcing bars and meshes may be included in shapes cast from the hydrated mix in combination with or substitution for steel reinforcing structures. Including basalt in the mix and in reinforcing systems allows the design of joints between structural modules to provide exceptional strength in a unitary structure so formed.

A dry papercrete mix containing a pulp of fiber material such as newsprint and sharp sand, Portland cement and adding additional sand and/or pumice. The resulting dry, granular mix can then be handled stored and used in the manner which is conventional for concrete. The dry papercrete mix can be fortified with a fiber form of basalt which can be added to or substituted for all or a portion of the cellulose fiber content of the dry papercrete mix to provide a stronger structure when hydrated and cast into a desired shape with only a small increase in weight. Basalt reinforcing bars and meshes may be included in shapes cast from the hydrated mix in combination with or substitution for steel reinforcing structures. Including basalt in the mix and in reinforcing systems allows the design of joints between structural modules to provide exceptional strength in a unitary structure so formed.