A method of constructing a building is disclosed, including selecting a standard dimension less than a wide-load trucking permit limit and designing a building on a grid defined by the selected standard dimension. The building includes a plurality of prefabricated elements, wherein each prefabricated element has a width correspond to the selected standard dimension. The plurality of prefabricated elements includes a wall panel, a roof panel, a laterally resistive frame, and a rebar cage. The method includes fabricating each of the plurality of prefabricated elements at a manufacturing plant and transporting the elements by truck to a building site. The method includes constructing intersecting grade beam footings at the building site and pouring a slab between the intersecting grade beam footings. The grade beam footings include the rebar cage and have a uniform width and depth, the grade beam footings and the slab having contiguous upper surfaces.

A device for moving a building module along the ground, the device includes: a first frame member and a second frame member, spaced apart from the first frame member. The device also includes a first wheel assembly having at least one first wheel, the first wheel assembly being operatively coupled to the first frame member, and a second wheel assembly includes at least one second wheel, the second wheel assembly being spaced apart from the first wheel assembly and operatively coupled to the second frame member. The device further includes at least one cross-member having a first end removably secured to the first frame member and a second end removably secured to the second frame member.

Arch structure of steel frame construction comprising: a plurality of elongated metal or steel stringer members and arch members, each stringer member and arch member comprising one of a tubular, I-beam, I-beam angled flange, C-beam, T-beam, and L-beam, cross-section shape, each of the plurality of arch members undergirding a one of the plurality of stringer members located between two non-adjacently positioned stringer members at a mid-point of each of the plurality of arch members, each of the plurality of arch members being oriented in crossing relationship to another of the arch members, the arch members being oriented for indirect complete abutting, and without any notch in any the arch member or any the stringer member, side surfaces of the plurality of stringer members via a plurality of brackets and fasteners. Or, the arch member ends may completely abut and be welded to side surfaces of the stringer members.

A method of constructing a building is disclosed, including selecting a standard dimension less than a wide-load trucking permit limit and designing a building on a grid defined by the selected standard dimension. The building includes a plurality of prefabricated elements, wherein each prefabricated element has a width correspond to the selected standard dimension. The plurality of prefabricated elements includes a wall panel, a roof panel, a laterally resistive frame, and a rebar cage. The method includes fabricating each of the plurality of prefabricated elements at a manufacturing plant and transporting the elements by truck to a building site. The method includes constructing intersecting grade beam footings at the building site and pouring a slab between the intersecting grade beam footings. The grade beam footings include the rebar cage and have a uniform width and depth, the grade beam footings and the slab having contiguous upper surfaces.

The present invention provides a method for framing a building structure prefabricated with electrical wiring, plumbing, and HVAC system, the method comprising: designing interior functions of each floor within the building structure; determining the positions of the electrical column, the plumbing column, the HVAC column, the electrical beams, the plumbing beams, and the HVAC beams in the building structure based on the interior design of the previous step, and these positions also comply with a location selection principle; installing the electrical column, the plumbing column, the HVAC column, the electrical beams, the plumbing beams and the HVAC beams; and connecting the electrical wires on the electrical columns and the electrical beams, the water pipes on the plumbing column and the plumbing beams, and the ventilation spaces in the HVAC column and the HVAC beams. Through above-mentioned method, the present invention is intended to realize rapid house building process with safety.

A prefabricated building module constructed at a central location and delivered to a construction site via shipping using the intermodal freight transport system and having cold formed wood bracing walls to resist forces in shear and uplift while providing a continuous load path to the foundation system. The module may include interior walls to section the module into rooms and further comprises mechanical, electrical, utility and plumbing aspects of a building, capable of inspection and certification prior to delivery to the construction site. Once arrived at the construction site the building module is anchored to the building foundation and the remainder of the house is built around the building module.

A method and apparatus for constructing a single story or multistory building using timber as a major structural material. The apparatus includes a connector plate having a series of pins extending therefrom. In a building component, each pin engages with a relatively small diameter timber flange by way of an axial bore hole formed in each flange. In this way, the flanges form a timber structural member useful in the formation of a framework of a building structure. The plate of the connector provides a fastener for fastening to other similar connectors or to other building structures. Various combinations of connectors and building flanges may be used to construct a single story building, and furthermore may be used in the construction of a multistory building.

A prefabricated building module constructed at a central location and delivered to a construction site via shipping using the intermodal freight transport system and having cold formed wood bracing walls to resist forces in shear and uplift while providing a continuous load path to the foundation system. The module may include interior walls to section the module into rooms and further comprises mechanical, electrical, utility and plumbing aspects of a building, capable of inspection and certification prior to delivery to the construction site. Once arrived at the construction site the building module is anchored to the building foundation and the remainder of the house is built around the building module.

A device for moving a building module along the ground, the device includes: a first frame member and a second frame member, spaced apart from the first frame member. The device also includes a first wheel assembly having at least one first wheel, the first wheel assembly being operatively coupled to the first frame member, and a second wheel assembly includes at least one second wheel, the second wheel assembly being spaced apart from the first wheel assembly and operatively coupled to the second frame member. The device further includes at least one cross-member having a first end removably secured to the first frame member and a second end removably secured to the second frame member.

A device for moving a building module along the ground, the device includes: a first frame member and a second frame member, spaced apart from the first frame member. The device also includes a first wheel assembly having at least one first wheel, the first wheel assembly being operatively coupled to the first frame member, and a second wheel assembly includes at least one second wheel, the second wheel assembly being spaced apart from the first wheel assembly and operatively coupled to the second frame member. The device further includes at least one cross-member having a first end removably secured to the first frame member and a second end removably secured to the second frame member.