US1988075A - Building construction - Google Patents

Building construction Download PDF

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Publication number
US1988075A
US1988075A US644392A US64439232A US1988075A US 1988075 A US1988075 A US 1988075A US 644392 A US644392 A US 644392A US 64439232 A US64439232 A US 64439232A US 1988075 A US1988075 A US 1988075A
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Prior art keywords
tower
uprights
girders
floor
supporting column
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Expired - Lifetime
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US644392A
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Fiorini Guido
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/34Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability
    • E04B1/3404Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability supported by masts or tower-like structures

Definitions

  • a metallic unit including a central tower and floor girders projecting from opposite sides of the tower, the girders being hinged at their inner ends to the tower and suspended at their outer ends by tension members attached to upper parts of the tower.
  • the tower carries the whole load of the unit and the girders provide the floor space.
  • the tower is of restricted horizontal cross-area so that the foundation supporting the tower can be confined within narrow limits in comparison with the superficial area occupied by the structure as a whole.
  • the hinge and suspension mounting for the girders permits a quick coordination of the floor members and they are stayed against the stresses and strains incident to lofty building structures.
  • Figure 1 is a side elevation of a structural unit embodying the invention.
  • Fig. 2 is a plan View of the same.
  • the central tower comprises a plurality of uprights 2 anchored at their lower ends in the usual masonry or cement foundation 8. These uprights are connected at intervals by cross-beams 3 and longitudinal beams 4. Eight uprights are employed, with four of them at the corners of a square disposition of the uprights; the other four uprights being offset from opposite sides of the interior square arrangement, there being two offset from each of the opposite sides of the square. Connecting several of the frame parts are the diagonal braces 5 to withstand the torsional strain imparted to such structures.
  • the general arrangement of the framework is such as to provide the tower with a central well and opposite wing extensions. Projecting from the outer face of each wing extension are the floor girders 6, hinged at their inner ends to the outer uprights 2. Each girder is suspended by a tension element or stay 7, attached to the outer end of the girder and connected with an upper part of the upright carrying the girder.
  • Girders are provided for each floor of the building and on these girders are mounted the walls of the single floors of the construction. Extending from the inner side of the tower are the beams 1 to connect the unit with an adjacent unit of the structure.
  • the tower so constructed provides a central well for the elevators, stairs and other appurtenances of lofty buildings; the floor elements are easily assembled and joined together to support the walls and other parts; and the restricted cross-area of the tower permits an economical use of the ground space for the foundation supporting the tower.
  • a foundation with a metallic frame comprising a plurality of uprights symmetrically mounted on the foundation to provide a main supporting column, transverse beams uniting the uprights, opposite series of floor girders respectively extending horizontally in balanced relation from opposite sides of the supporting column, said girders being hinged at their inner ends to the supporting column, and suspension elements connecting the outer ends of the floor girders with upper parts of the uprights to maintain said girders in their horizontal positions.
  • a foundation with a metallic frame comprising a plurality of uprights mounted on the foundation to provide a main supporting column, said uprights being arranged to impart a rectangular cross-area to the supporting column with the uprights at the corners thereof, transverse beams uniting the uprights, opposite series of horizontal wing frames respectively extending horizontally in balanced relation from opposite sides of the supporting column, each of said wing frames consisting of two opposite girders connected at their outer ends and hinged at their inner ends to the supporting column, a cross-beam connecting the inner parts of the opposite girders of each wing frame, a diagonal wind brace connecting the cross-beam in the inner part of each wing frame with the uprights, and a suspension element connecting the outer end of each wing frame with an upper part of the supporting column to maintain the wing frame in horizontal position.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

Jail. 15, 1935. G. FIORINI 1,988,075
BUILDING CONSTRUCTION Filed Nov. 25, 1932 Patented Jan. 15, 1935 UNITED STATES PATENT OFFICE Application November 25, 1932, Serial No. 644,392 In Italy February 5, 1932 3 Claims.
5 provision of a metallic unit including a central tower and floor girders projecting from opposite sides of the tower, the girders being hinged at their inner ends to the tower and suspended at their outer ends by tension members attached to upper parts of the tower. The tower carries the whole load of the unit and the girders provide the floor space. The tower is of restricted horizontal cross-area so that the foundation supporting the tower can be confined within narrow limits in comparison with the superficial area occupied by the structure as a whole. The hinge and suspension mounting for the girders permits a quick coordination of the floor members and they are stayed against the stresses and strains incident to lofty building structures.
The invention consists in the novel construction, combination and arrangement of parts, hereinafter described in detail, pointed out in the appended claims, and illustrated by the accompanying drawing.
In the accompanying drawing, in which similar reference characters designate corresponding parts:
Figure 1 is a side elevation of a structural unit embodying the invention; and
Fig. 2 is a plan View of the same.
Referring to the drawing in detail, the central tower comprises a plurality of uprights 2 anchored at their lower ends in the usual masonry or cement foundation 8. These uprights are connected at intervals by cross-beams 3 and longitudinal beams 4. Eight uprights are employed, with four of them at the corners of a square disposition of the uprights; the other four uprights being offset from opposite sides of the interior square arrangement, there being two offset from each of the opposite sides of the square. Connecting several of the frame parts are the diagonal braces 5 to withstand the torsional strain imparted to such structures. The general arrangement of the framework is such as to provide the tower with a central well and opposite wing extensions. Projecting from the outer face of each wing extension are the floor girders 6, hinged at their inner ends to the outer uprights 2. Each girder is suspended by a tension element or stay 7, attached to the outer end of the girder and connected with an upper part of the upright carrying the girder.
Girders are provided for each floor of the building and on these girders are mounted the walls of the single floors of the construction. Extending from the inner side of the tower are the beams 1 to connect the unit with an adjacent unit of the structure.
The tower so constructed provides a central well for the elevators, stairs and other appurtenances of lofty buildings; the floor elements are easily assembled and joined together to support the walls and other parts; and the restricted cross-area of the tower permits an economical use of the ground space for the foundation supporting the tower.
Having now particularly described and ascertained the nature of my said invention and in what manner the same is to be performed, I declare that what I claim is:
1. In a building structure, the combination of a foundation, with a metallic frame comprising a plurality of uprights symmetrically mounted on the foundation to provide a main supporting column, transverse beams uniting the uprights, opposite series of floor girders respectively extending horizontally in balanced relation from opposite sides of the supporting column, said girders being hinged at their inner ends to the supporting column, and suspension elements connecting the outer ends of the floor girders with upper parts of the uprights to maintain said girders in their horizontal positions.
2. In a building structure, the combination of a foundation, with a metallic frame comprising a plurality of uprights mounted on the foundation to provide a main supporting column, said uprights being arranged to impart a rectangular cross-area to the supporting column with the uprights at the corners thereof, transverse beams uniting the uprights, opposite series of horizontal wing frames respectively extending horizontally in balanced relation from opposite sides of the supporting column, each of said wing frames consisting of two opposite girders connected at their outer ends and hinged at their inner ends to the supporting column, a cross-beam connecting the inner parts of the opposite girders of each wing frame, a diagonal wind brace connecting the cross-beam in the inner part of each wing frame with the uprights, and a suspension element connecting the outer end of each wing frame with an upper part of the supporting column to maintain the wing frame in horizontal position.
3. Building construction comprising a metallic central tower bearing in each floor a girder hinged at one end to the tower suspended at the free end by means of tension members attached to the tower in an upper point, another girder being provided identical with the first and symmetrically arranged in each floor on the opposite side of the tower, the girders of the single I floors being arranged one above the other, the vertical walls of the single floors of the construction being mounted on each girder.
GUIDO FIORINI.
US644392A 1932-02-05 1932-11-25 Building construction Expired - Lifetime US1988075A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
IT1988075X 1932-02-05

Publications (1)

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US1988075A true US1988075A (en) 1935-01-15

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3292313A (en) * 1962-07-17 1966-12-20 Clive E Entwistle Tensile system of building construction
US3295266A (en) * 1959-06-22 1967-01-03 Rudi Van Bijlevelt Suspended floor system for a multi-level building
US3302363A (en) * 1964-11-23 1967-02-07 Suspended Structures Inc Method for erecting suspended building components
US3330083A (en) * 1963-06-14 1967-07-11 Motobecane Ateliers Suspended platform multi-storey garage
US3331168A (en) * 1962-10-09 1967-07-18 Suspended Structures Inc Suspended module buildings
US3659387A (en) * 1970-04-06 1972-05-02 Clyde C Pearson Jr Building structure with elevators
CN106088337A (en) * 2016-07-22 2016-11-09 中国十九冶集团有限公司 Large cantilever steel frame structure with pull rod and construction method thereof
US10392794B2 (en) 2016-09-21 2019-08-27 Skyrise Global, Llc Structure and method of making the same
CN112709333A (en) * 2020-12-30 2021-04-27 南京大学建筑规划设计研究院有限公司 Central column-free bottom wall-free large-span elevated building and construction method

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1119499B (en) * 1956-05-02 1961-12-14 Heinz Rasch Dipl Ing Building with one or more vertical tubes and floor ceilings suspended at their upper ends
DE1074851B (en) * 1956-11-23 1960-02-04 Rotterdam Ir. Cornells Jan Dussel und Jacobus Pieter van Eesteren (Niederlande) Multi-storey building with at least two core buildings containing the stairs, elevators or the like

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3295266A (en) * 1959-06-22 1967-01-03 Rudi Van Bijlevelt Suspended floor system for a multi-level building
US3292313A (en) * 1962-07-17 1966-12-20 Clive E Entwistle Tensile system of building construction
US3331168A (en) * 1962-10-09 1967-07-18 Suspended Structures Inc Suspended module buildings
US3330083A (en) * 1963-06-14 1967-07-11 Motobecane Ateliers Suspended platform multi-storey garage
US3302363A (en) * 1964-11-23 1967-02-07 Suspended Structures Inc Method for erecting suspended building components
US3659387A (en) * 1970-04-06 1972-05-02 Clyde C Pearson Jr Building structure with elevators
CN106088337A (en) * 2016-07-22 2016-11-09 中国十九冶集团有限公司 Large cantilever steel frame structure with pull rod and construction method thereof
CN106088337B (en) * 2016-07-22 2018-08-21 中国十九冶集团有限公司 Large cantilever steel frame structure with pull rod and construction method thereof
US10392794B2 (en) 2016-09-21 2019-08-27 Skyrise Global, Llc Structure and method of making the same
US10550566B2 (en) 2016-09-21 2020-02-04 Skyrise Global, Llc Structure and method of making the same
US10731327B2 (en) 2016-09-21 2020-08-04 Skyrise Global, Llc Structure and method of making the same
CN112709333A (en) * 2020-12-30 2021-04-27 南京大学建筑规划设计研究院有限公司 Central column-free bottom wall-free large-span elevated building and construction method

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Publication number Publication date
FR748153A (en) 1933-06-29

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