Two-dimensional module panels with custom metal frame members having cutouts to accommodate building services. These module panels are open for visual inspection and can be used in various construction applications such as floors and walls. The cutouts in the metal frame members allow for the routing of building services such as plumbing, wiring, fire sprinkler, HVAC, whether rigid or flexible. The modular construction process involves the placement of module panels at a build site and the joining of building services between adjacent panels. Additionally, the system may incorporate a building information modeling (BIM) system that generates electronic models of buildings with two-dimensional modules and corresponding framing components.

An assembly for protecting a utility conduit passing through a hole in a stud used in building construction. A sleeve and a plate are provided. The sleeve has a body forming a hollow trough with a length, a circular side section and a width The circular side section is changeable to adapt to the hole in the stud. The body has opposed inserted and worked end to permit engagement of the sleeve into the hole in the stud. The body portion can include a sleeve fillant within the trough. A stop portion at the worked end of the body stops sleeve insertion a proximate stud. A retention portion then affirmatively retain the sleeve in the hole. The plate has a surface conforming to a stud face, an opening to receive the sleeve, and a mechanism to attach the plate to the stud.

A steel beam comprising a frame formed by a first web part, a second web part, a base plate and a horizontal top part. The first and second web part are arranged side by side at a distance from each other, and joined at a first end of the first web part and the second web part by the horizontal top part. The first and second web part are joined at a second end of the first web part and second web part by the base plate. The base plate, the first web part, the second web part and the horizontal top part are arranged to form a space that can be filled with concrete. The steel beam further comprises a hollow member arranged inside the space sealed to prevent concrete entering. The hollow member is attached to the frame for preventing movement in relation to the frame.

Embodiments of the present disclosure include a deck framing system formed of light gauge steel. The thickness of the light gauge steel components may be different among particular components depending on the load carried by the particular component and depending on the forming method for fabrication of the particular component. The deck framing system includes a ledger in which bracket slots are formed. The bracket slots are spaced apart from each other along a length of the ledger. Each bracket slot receives a joist support bracket. Each of the joist support brackets are received within an end of a joist. According to certain embodiments, the joists are generally in a closed box-like shape. The deck surface is laid on top of and supported by the joists.

A steel beam comprising a frame formed by a first web part, a second web part, a base plate and a horizontal top part. The first and second web part are arranged side by side at a distance from each other, and joined at a first end of the first web part and the second web part by the horizontal top part. The first and second web part are joined at a second end of the first web part and second web part by the base plate. The base plate, the first web part, the second web part and the horizontal top part are arranged to form a space that can be filled with concrete. The steel beam further comprises a hollow member arranged inside the space sealed to prevent concrete entering. The hollow member is attached to the frame for preventing movement in relation to the frame.

A building is constructed from a plurality of rectangular wall sections secured to one another. At least some wail sections are formed of an upper and a lower beam, vertical studs extending between the upper and lower beams and a wall panel secured to the beams and to the studs. In the invention, each beam is formed of an elongate metal sheet folded through a right angle about at least one longitudinally extending line to define at least a horizontal first plate, and a vertical second. A plurality of separately formed sheet metal brackets are secured to at least one of the plates of the folded metal sheet at preset distances from one another along the length of the beam and secured to the ends of the studs.

A deck frame includes at least one perimeter support member that has a joist support wall, and a web wall extending perpendicularly from the joist support wall. A plurality of first attachment tabs extend from the web wall and are disposed spaced apart along the length of the at least one perimeter support member. A plurality of second attachment tabs extend from the web wall and are disposed spaced apart along the length of the at least one perimeter support member. Each one of a plurality of joists has a first lateral wall and a second lateral wall disposed opposite the first lateral wall. One of the plurality of first attachment tabs is configured to be secured to the first lateral wall, and one of the plurality of second attachment tabs is configure to be secured to the second lateral wall of each one of the plurality of joists.

A beam is an H-shaped steel having flange parts above and under a web part. A through hole is formed on web part to let pipes and the like pass through. A ring beam reinforcing metallic material is disposed through hole. A beam reinforcing metallic material is disposed along the upper and lower flange parts at positions away from the through hole. The beam reinforcing metallic material on the front surface of the web part (opposite side of a flange of the ring beam reinforcing metallic material). The beam reinforcing metallic material in a direction in which a counter-flange surface of the beam reinforcing metallic material faces the flange part. A contacting surface is in contact with web part and is fixed to the web part with a welded section. At this time, the welded section is formed up to the height to which an angle varying part is covered.

Modular panels with custom metal frame members having cutouts to accommodate building services. These modular panels are open for visual inspection and can be used in various construction applications such as floors and walls. The cutouts in the metal frame members allow for the routing of building services such as plumbing, wiring, fire sprinkler, HVAC, whether rigid or flexible. The modular construction process involves the placement of module panels at a build site and the joining of building services between adjacent panels. Additionally, the system may incorporate a building information modeling (BIM) system that generates electronic models of buildings with modules and corresponding framing components.

A deck framing system includes a perimeter support member that has a joist support wall and a web wall extending perpendicularly from the joist support wall and an overhang wall extending perpendicularly from the web wall. First and second joist support brackets include a joist support portion and a pair of attachment wings, where each one of the pair of attachment wings contacting the web wall of the perimeter support member. First and second joists each include a deck support wall and a lower wall. The deck support walls of the first and second joists are disposed between the overhang wall and the joist support portions, and the lower walls are disposed between the joist support portions and the joist support wall.