US1053462A - Building construction. - Google Patents

Building construction. Download PDF

Info

Publication number
US1053462A
US1053462A US62881111A US1911628811A US1053462A US 1053462 A US1053462 A US 1053462A US 62881111 A US62881111 A US 62881111A US 1911628811 A US1911628811 A US 1911628811A US 1053462 A US1053462 A US 1053462A
Authority
US
United States
Prior art keywords
slab
bars
corbel
building construction
beams
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
US62881111A
Inventor
Elbert F Wilcox
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to US62881111A priority Critical patent/US1053462A/en
Application granted granted Critical
Publication of US1053462A publication Critical patent/US1053462A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17Floor structures partly formed in situ
    • E04B5/23Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/29Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated the prefabricated parts of the beams consisting wholly of metal

Definitions

  • My invention relates to concrete building construction, and more particularly to floor beams and reinforcing therefor; the principal object of the invention being to provide a beam of novel contour and construction, whereby the effective span of a floor slab between parallel beams of a structure may be reduced.
  • Figure I is a perspective viewof a floor and supporting beams, constructed in accordance with my invention.
  • Fig. II is a cross section of same, showing the reinforcement, for the beams and floor slabs.
  • Fig. III is a detail View of the reinforcing bars.
  • Fig. IV is a similar view showing a modified form of reinforcing bars.
  • each of beams 4 Seated on columns 2, and supporting an upper floor 3, are the. reinforced concrete beams 4:, each of which has the corbel sides 5 extending throughout its length and projected outwardly and upwardly at an angle, to meet the floor.
  • bars 8 which preferably have their lower ends turned into the beam body to form the horizontal sections 9. 4
  • the bars 8 may be independent of the slab bars, as illustrated in Fig. IV, but it is more economical and convenient to form them by bending the ends of the slab bars 7 as illustrated in Fig. III, the method of forming the corbel bars being immaterial, however, as the same result is produced with either method.

Description

E. WILCOX.
BUILDING CONSTRUCTION.
APPLICATION FILED MAY 22, 1911.
1 053A g Patented Feb. 18, 1913' lVfTNESSES: [NI YiNTOR.
m M m, l I ILOOX ELIBERT F. WILCOX, OF KANSAS CITY, MISSOURI.
BUILDING CONSTRUCTION.
Specification of Letters Patent.
Patented Feb. 18, 1913.
Application Med May 22, 1911. Serial No. 628,811.
To all whom it may concern Be it known that I, ELBERT F. WILoox, a citizen of the United States, residing at Kansas City, in the county of Jackson and State of Missouri, have invented certain new and useful Improvements in Building Construction; and I do declare the following to be a full, clear, and exact description of the invention, such as will enable others skilled'in the art to which it appertains to make and use the same, reference being had to the accompanying drawings, and to the letters and figures of reference. marked thereon, which form a part of this specification.
My invention relates to concrete building construction, and more particularly to floor beams and reinforcing therefor; the principal object of the invention being to provide a beam of novel contour and construction, whereby the effective span of a floor slab between parallel beams of a structure may be reduced. In accomplishing this object, I provide the improved details of structure, hereinafter described and illustrated in the accompanying drawings, in which Figure I is a perspective viewof a floor and supporting beams, constructed in accordance with my invention. Fig. II is a cross section of same, showing the reinforcement, for the beams and floor slabs. Fig. III is a detail View of the reinforcing bars. Fig. IV is a similar view showing a modified form of reinforcing bars.
Referring more in detail to the parts 1 designates the lower floor of a building, upon which a number of concrete columns 2, are supported. Seated on columns 2, and supporting an upper floor 3, are the. reinforced concrete beams 4:, each of which has the corbel sides 5 extending throughout its length and projected outwardly and upwardly at an angle, to meet the floor. Extending longitudinally through the lower portion of each of beams 4, are reinforcing bars 6, and extending through the floor slabs are the usual reinforcing bars 7, which extend and preferably lap over the beams. Exten ing over the beams 4, and some distance beyond the outer edges of. corbel 5, are bars 11 which are provided in the usual manner to offset the reverse moment in the slab, which occurs over the supports. Ex-
tending through the corbel members 5, of
the beams 4,. at an angle to the slab bars 7 are bars 8, which preferably have their lower ends turned into the beam body to form the horizontal sections 9. 4
The bars 8 may be independent of the slab bars, as illustrated in Fig. IV, but it is more economical and convenient to form them by bending the ends of the slab bars 7 as illustrated in Fig. III, the method of forming the corbel bars being immaterial, however, as the same result is produced with either method.
In arranging the corbel reinforcement, I prefer to place the downwardly angling bars alternately with the slab bars, and also to cross th e corbel and slab bars with smaller spacingrods 10.
It is obvious in the construction described, that by providing the beam with corbel sides, its supporting area is extended laterally so that the efi'ective span of the floor slab is reduced and the thickness of the floor slab and the reinforcement for the slab may be reduced, in comparison with that of the slab used with ordinary beams having the same space between the center lines.
. Having thus described my invention, what I claim as new therein and desire to secure by Letters-Patent is 1. In building construction, aslab, a concrete beam having a corbel merging into the slab, transverse bars extending through the slab and corbeled beam, transverse bars extending horizontally through the slab and at an incline throu h the beam corbel, bars extending longitudinally through the'base of the beam, and transverse bars extending through the upper portion of the beam and into the slab, above the first named transverse bars.
2. In building construction, a slab, a concrete beam having a corbel merging into the slab, transverse bars extending through the slab'and corbeled beam, transverse bars extending horizontally through the slab and In testimony whereof I affix my signature at an incline throu h the beam corbel, bars in presence of two Witnesses; extending longitudlnally through the base of the beam, and short transverse bars eX- ELBERT WILCOX' tending through the upper portion of the Witnesses; beam and into; the slab, above the first MYRTLE M. JACKSON, named transverse bars. ARTHUR W. CAPS.
US62881111A 1911-05-22 1911-05-22 Building construction. Expired - Lifetime US1053462A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US62881111A US1053462A (en) 1911-05-22 1911-05-22 Building construction.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US62881111A US1053462A (en) 1911-05-22 1911-05-22 Building construction.

Publications (1)

Publication Number Publication Date
US1053462A true US1053462A (en) 1913-02-18

Family

ID=3121722

Family Applications (1)

Application Number Title Priority Date Filing Date
US62881111A Expired - Lifetime US1053462A (en) 1911-05-22 1911-05-22 Building construction.

Country Status (1)

Country Link
US (1) US1053462A (en)

Similar Documents

Publication Publication Date Title
US1321213A (en) Floor structure
US1053462A (en) Building construction.
US2039183A (en) Precast concrete roof deck slab
US775927A (en) Self-centering plate.
US1158197A (en) Reinforced masonry beam.
US1851125A (en) Building construction
US1033797A (en) Reinforcement system for concrete structures.
US1197363A (en) Composite beam.
US1417774A (en) Monolithic flat slab
US1427625A (en) Floor construction
US1345871A (en) Building construction
US788570A (en) Trestle.
US913083A (en) Reinforced concrete construction.
US1262449A (en) Floor construction.
US537483A (en) Floor construction
US1008587A (en) Concrete construction.
US1046117A (en) Reinforcement for concrete structures.
US1200484A (en) Reinforced-concrete floor.
US2017833A (en) Flooring structure
US762361A (en) Bridge.
US992733A (en) Concrete construction.
US795463A (en) Steel and concrete construction.
US1111646A (en) Concrete post and similar structure.
US184490A (en) Improvement in metallic arch-bridges
US1121313A (en) Reinforced concrete construction.