Abstract: A system for constructing the structural framework of a building or other structure of reinforced concrete is characterized by column and beam forms of sheet metal which remain in place as permanent parts of the framework after being filled with concrete. These forms are preferably factory-assembled, together with the necessary internal metal reinforcing skeletons, and shipped to the building site ready for erection of the column forms and interconnection thereof by the beam forms. Novel provisions are made, by means of walers and tensioned steel bands, for initially compressing opposed side walls of the forms to concave curvatures so that they are returned to essential flatness by the hydrostatic pressure of the fluid concrete.

Abstract: A precast beam for use in constructing a building includes a substantially flat middle portion extending the length of the beam and upstanding sidewalls on either side of the middle portion defining a trough which also extends the length of the beam; the trough is open at each end of the beam and the beam is provided with tensioned reinforcing rods in the middle portion along its length and a plurality of stress relieving slits spaced along the upstanding sidewalls to prevent camber developing; the reinforcing rods of the beam protrude a selected distance from the ends of the beam; a method of construction is disclosed where forms for the vertical components are set in place, the precast beam is then set in place before the cementitious material is poured into the forms for the vertical components whereby the installation and proper orientation of the reinforcing rods of the precast beam and the flooring as well as the reinforcing rods of the vertical components can be obtained.

Abstract: A building construction comprising spaced parallel structural members, such as rolled steel beams and girders, forming a plurality of horizontally disposed structural bays in which the compression flanges of the girders are restrained against lateral displacement or buckling under compressive loads by concrete joists having notched end portions, especially during construction and prior to hardening of concrete poured thereover to form floor slabs. The joists are supported by, and extend transversely between, the girders. Adjacent end portions of the joists are connected to each other to form continuous lines of tension or compression ties at selected intervals along the girders. In a preferred embodiment, the continuous ties terminate at horizontal trusses formed at the end of a row of bays by at least one diagonally disposed truss member, such as a cable.

Abstract: A building structure including a beam of steel or rod reinforced concrete which is sheathed in a U-shaped cross section steel shell, a concrete column which is encased in a steel tube, diagonal bracings and connecting members thereof. The topside of the U-shaped steel shell is open to allow concrete to be filled therethrough. Steel rods are placed in the shell and a steel panel connecting member secures the opposed sidewalls of the shell. Steel bars extend from a floor slab into the beam shell through the aforesaid open topside, thereby rendering the beam integral with the slab. Frame-like steel members for confining reinforcing bars and/or shear connectors are disposed in the inside of the beam shell. A steel sleeve is also provided in the beam shell for defining a space for disposition of equipment. In addition, an opening is provided in the bottom wall of the beam shell so as to allow steel rods to extend from the wall into the beam shell, thereby rendering the beam integral with the wall.

Abstract: A footing box has notches for receiving an end of grooved grade beams. The end of each beam includes an aperture for receiving a reinforcing rod extending lengthwise from a grooved column supported on the ends of the beams in the footing box, to enable the grade beams and column to be unified when grout is poured into the footing box. Grooved roof beams are supported at their ends by the column and connected to the column by a reinforcing rod extending through an aperture in the end of each roof beam. Wall panels are positioned in the grooves of the column and the beams.

Abstract: Precast reinforced concrete girder pairs are placed to pass in parallel along either side of multi-story poured-in-place reinforced concrete building construction columns and be supported on haunches or be keyed to the columns, and are fastened in face-to-face contact to provide a rigidly braced, evenly loaded and easily fabricated skeletal building structure.

Abstract: In a method for forming a module having a floor, a roof and opposing sides, a concrete floor is first poured and, once solidified, moved into position between tilted wall molds. Inexpensive hollow masonry blocks are then dry-stacked in rows against the wall molds; that is, they are loosely stacked without mortar therebetween. Spaces with reinforcing rods therein are left along the outer wall molds at each end of the stacked blocks. Inner wall molds and, for some modules, a roof mold are then moved into place adjacent the stacked blocks. With the wall molds vertical, the blocks are pressed between the inner and outer wall molds. Concrete is poured into the spaces at each end of the stacks of blocks to form structural posts and over the tops of the stacks of blocks to form structural spandrel beams. Additional hollow blocks are laid across the roof mold and concrete is poured over those blocks to complete the roof.

Abstract: The present form assembly has sheet metal, hollow, flanged corner joints which telescopically engage the adjoining ends of elongated sheet metal forms for beams, columns, roof arches and trusses, and the like. After the parts are fitted together metal straps on the elongated forms are bent back to affix them to the corner joints, after which the interconnected corner joints and elongated forms may be filled with concrete.

Abstract: A composite beam or girder fabricated from a section of an "I" shaped rolled structural steel beam and a reinforced concrete slab is formed. The bottom flange and the web of the girder are a section of the "I" beam, the top "top flange" is the concrete slab. The steel section is obtained by cutting the web of the "I" beam in a zig-zag fashion into two similar sections, each having a flange and a sawtooth shaped web. Effective interconnection of the steel section and the reinforced concrete slab is achieved by anchor rods snugly fit into holes provided in the top part of the web.

Abstract: A building structure is disclosed in which precast columns and beam and deck members are used. Upper columns are supported in spaced apart relationship to lower columns by pairs of rods extending from each column respectively and clamped together by clamping means. Topping concrete is poured to lock the members together into a unitary structure. The structure provides for self-leveling of the columns.

Abstract: A skeleton monolithic structure and method of assembly thereof employing the maxim of providing in that each beam of the structure in the longitudinal and transverse directions thereof, is divided into two channel-forming parts, thus providing ample space for the free threading of steel cables in order to effect the prestressing. The straight-line or linear cables run through the thus formed longitudinally and transversely extending channels, while in the locations for columns they are pulled through suitable holes previously prepared for this purpose in the columns, and which concurrently define the elevational positions of the cables on supports. In the first prestressing stage, once the mortar has hardened on the joints, the linear cables are tensioned so as to avoid the occurrence of friction.

Abstract: A composite slab assembly having an elongated metal deck provided with a number of longitudinally oriented upwardly directed integrally formed ribs and a concrete layer disposed on the metal deck with longitudinally oriented portions in complementary surface to surface engagement with the underlying metal deck. A transversely oriented integral reinforcing beam formed by a thickened portion of the concrete layer and having a lower extremity disposed below the level of the uppermost surfaces of the metal deck. The metal deck having at least one transversely directed discontinuity within which a portion of the transverse beam is received. Reinforcing rods may be provided in the integral reinforcing beam.The metal deck rib discontinuity may be partial and take the form of a number of longitudinally spaced notches generally aligned with similar notches in other ribs. The discontinuity may also be total with a complete transverse deck gap in the region of the beam.