Provided is a deck panel for construction, including: two lateral side deck panels forming one side wall and the other side wall which are disposed oppositely, each of the two lateral side deck panels includes a lateral side deck plate, a lateral side truss girder which is disposed on the lateral side deck plate; and a coupling member fixing the two lateral side deck panel.

Provided is a deck panel for construction, including: two lateral side deck panels forming one side wall and the other side wall which are disposed oppositely, each of the two lateral side deck panels includes a lateral side deck plate, a lateral side truss girder which is disposed on the lateral side deck plate; and a coupling member fixing the two lateral side deck panel.

Provided is a deck panel for construction, including: an upper side deck panel which includes an upper side deck plate, an upper side truss girder which is disposed on the upper side deck plate, and an upper side reinforcement part which is coupled to the upper side deck plate or the upper side truss girder; a lateral side deck panel which includes a lateral side deck plate, a lateral side truss girder which is disposed on the lateral side deck plate, and a lateral side reinforcement part which is coupled to the lateral side deck plate or the lateral side truss girder, and is disposed on at least one lateral side of the upper side deck panel; and a coupling member which fixes the upper side deck panel and the lateral side deck panel.

Provided is a deck panel for construction, including: an upper side deck panel which includes an upper side deck plate, an upper side truss girder which is disposed on the upper side deck plate, and an upper side reinforcement part which is coupled to the upper side deck plate or the upper side truss girder; a lateral side deck panel which includes a lateral side deck plate, a lateral side truss girder which is disposed on the lateral side deck plate, and a lateral side reinforcement part which is coupled to the lateral side deck plate or the lateral side truss girder, and is disposed on at least one lateral side of the upper side deck panel; and a coupling member which fixes the upper side deck panel and the lateral side deck panel.

Disclosed is a container module for construction having a fireproof floor slab. The container module for construction having a fireproof floor slab may include: two lower side rails that constitute lower long sides among lower sides of the container module for construction; two lower end rails that constitute lower short sides among the lower sides; four lower corner castings respectively arranged at corners between the lower sides; supporting units respectively provided to be inwardly protruded from inner surfaces of the two lower side rails; and a slab part of which both ends are supported by supporting surfaces of the supporting units respectively provided at the two lower side rails.

A variable assembly PC member includes: a plurality of hollow PC modules, each of which has an upper flange and a lower flange spaced apart from each other, and a pair of webs connecting both ends of the upper flange and the lower flange to form a hollow therein; and connectors connecting the plurality of hollow PC modules with each other in the width direction.

A construction module for a structure, comprising: a formwork member that includes a base, a pair of parallel side walls that extend upwardly from the base, and a pair of parallel end walls. The base, the side walls and the end walls define a cavity for reinforcement and concrete. A reinforcement member includes an upper portion and a lower portion. When the reinforcement member is located in the cavity and concrete fills the cavity, the lower portion of the reinforcement member and the concrete define an elongate beam.

The present invention relates to a composite beam in which a fabricated truss is embedded in the concrete, and more particularly, it relates to a composite beam in which the fabricated truss acts as a truss beam which endures the concrete weight and the construction load in the liquid phase before the curing of the concrete and acts as a main structural member together with the concrete after the curing of the concrete.

The present invention relates to a composite beam in which a fabricated truss is embedded in the concrete, and more particularly, it relates to a composite beam in which the fabricated truss acts as a truss beam which endures the concrete weight and the construction load in the liquid phase before the curing of the concrete and acts as a main structural member together with the concrete after the curing of the concrete.

A light-weight metal framing member includes a metal stud and reinforcement plate(s), and method to produce a light-weight metal framing member may include forming a pair of channel members each having a respective major face having a respective first edge, and reinforcing such with one or more reinforcement plates, preferably at opposed ends thereof. Each member includes first and second flanges extending along the respective major face. A wire matrix includes a pair of wires each having apexes alternatively physically attached to the pair of channel members. The wire matrix forms longitudinal passages to support utility lines and position the lines away from the pair of channel members. The apexes are secured to flanges of the pair of channel members to strengthen the stud and reduce weight.