Reinforced structural member and method of fabrication

Claim 2

An improved method of construction of a composite truss member of a type which includes a base slab of concrete containing reinforcing means extending through the slab, the said truss member having a web formation providing a network of spaces for allowing air circulation through the network, the truss member having an overlying layer of concrete over the web formation and having spaced columns of concrete extending through the web formation to the said base slab, the said truss member having reinforcing members embedded in the slabs including reinforcing strut members extending through the spaced columns of concrete, the improvement including the step of positioning first reinforcing strut members on a surface on centers corresponding to the centers of the spaced columns of concrete to be formed, forming the said reinforcing members to have top ends when positioned to be at substantially the top level of the lower slab of concrete and then pouring the concrete with the said reinforcing members in position prior to forming the said network and overlying layer of concrete and spaced columns of concrete, and securing second reinforcing strut members to predetermined ones of the first reinforcing strut members, attaching screed support means to said predetermined second reinforcing strut members, supporting screeding means from said screed support means, and screeding the surface of the lower slab of concrete.

Claim 3

A method as in claim 1 including the steps of removing the screed support means, securing second reinforcing strut members to the remaining first reinforcing strut members and pouring the overlying layer of concrete and forming the said columns extending through the web formation.

Claim 4

An improved method of construction of a composite truss member, of a type which includes a base slab of concrete containing reinforcing means extending through the slab, the said truss member having a web formation providing a network of spaces for allowing air circulation through the network, the truss member having an overlying layer of concrete over the web formation and having spaced columns of concrete extending through the web formation to the said base slab, the said truss member having reinforcing members embedded in the slabs including reinforcing strut members extending through the spaced columns of concrete, the improvement including the step of positioning first reinforcing strut members on a surface, on centers corresponding to the centers of the spaced columns of concrete to be formed, forming the said reinforcing members to have top ends when positioned to be at substantially the top level of the lower slab of concrete and then pouring the concrete for the lower slab of concrete with the said reinforcing members in position prior to forming the said network and overlying layer of concrete and spaced columns of concrete, securing second reinforcing strut members to the said first reinforcing strut members, then positioning means for forming the said network, and pouring the overlying layer of concrete and forming the said columns.

Claim 5

An improved method of construction of a composite truss member, of a type which includes a base slab of concrete containing reinforcing means extending through the slab, the said truss member having a web formation providing a network of spaces for allowing air circulation through the network, the truss member having an overlying layer of concrete over the web formation and having spaced columns of concrete extending through the web formation to the said base slab, the said truss member having reinforcing members embedded in the slabs including reinforcing strut members extending through the spaced columns of concrete, the improvement including the step of positioning first reinforcing strut members on a surface, on centers corresponding to the centers of the spaced columns of concrete to be formed, forming the said reinforcing members to have top ends when positioned to be at substantially the top level of the lower slab of concrete and then pouring the concrete for the lower slab of concrete with the said reinforcing members in position prior to forming the said network and overlying layer of concrete and spaced columns of concrete, securing second reinforcing strut members to the said first reinforcing strut members, then positioning means for forming the said network, and pouring the overlying layer of concrete and forming the said columns.

Claim 6

A method as in claim 3, including forming the said first reinforcing strut members to provide an intermediate supporting shoulder, supporting on the said shoulders reinforcing members, to be embedded in the said slab of concrete, before pouring the slab.

Claim 7

A method as in claim 3 including attaching reinforcing members to the second reinforcing strut members before pouring the overlying layer of concrete.

Claim 8

A method as in claim 4 including the step of supporting on the said shoulders reinforcing mesh members having rectilinear openings therein and positioning the reinforcing members so that a corner of an opening of a first layer of mesh is adjacent an insert and an opposite corner of the opening in another layer of the mesh is adjacent the insert whereby inserts are held in vertical positions.

Claim 9

An improved method of construction of a composite truss member, of a type which includes a base slab of concrete containing reinforcing means extending through the slab, the said truss member having a web formation providing a network of spaces for allowing air circulation through the network, the truss member having an overlying layer of concrete over the web formation and having spaced columns of concrete extending through the web formation to the said base slab, the said truss member having reinforcing members embedded in the slabs including reinforcing strut members extending through the spaced columns of concrete, the improvement including the step of positioning first reinforcing strut members on a surface, on centers corresponding to the centers of the spaced columns of concrete to be formed, forming the said reinforcing members to have top ends when positioned to be at substantially the top level of the lower slab of concrete and then pouring the concrete for the lower slab of concrete with the said reinforcing members in position prior to forming the said network and overlying layer of concrete and spaced columns of concrete, securing second reinforcing strut members to the first reinforcing strut members placing pans in postion on the lower slab of concrete, forming the said network and then pouring the overlying layer of concrete to embed the said pans and forming the spaced columns of concrete and embedding the second reinforcing strut members.

Claim 10

An improved method of construction of a composite truss member, of a type which includes a base slab of concrete containing reinforcing means extending through the slab, the said truss member having a web formation providing a network of spaces for allowing air circulation through the network, the truss member having an overlying layer of concrete over the web formation and having spaced columns of concrete extending through the web formation to the said base slab, the said truss member having reinforcing members embedded in the slabs including reinforcing strut members extending through the spaced columns of concrete, the improvement including the step of positioning first reinforcing strut members on a surface, on centers corresponding to the centers of the spaced columns of concrete to be formed, forming the said reinforcing members to have top ends when positioned to be at substantially the top level of the lower slab of concrete and then pouring the concrete for the lower slab of concrete with the said reinforcing members in position prior to forming the said network and overlying layer of concrete and spaced columns of concrete, securing second reinforcing strut members to the first reinforcing strut members placing pans in postion on the lower slab of concrete, forming the said network and then pouring the overlying layer of concrete to embed the said pans and forming the spaced columns of concrete and embedding the second reinforcing strut members.