US1764134A - Concrete beam - Google Patents

Concrete beam Download PDF

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Publication number
US1764134A
US1764134A US279353A US27935328A US1764134A US 1764134 A US1764134 A US 1764134A US 279353 A US279353 A US 279353A US 27935328 A US27935328 A US 27935328A US 1764134 A US1764134 A US 1764134A
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cross
concrete
strands
forming
reinforcing members
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US279353A
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Howard F Young
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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
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/21Connections specially adapted therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/20Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
    • E04C3/205Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members with apertured web, e.g. frameworks, trusses

Definitions

  • This invention relates to improvements in concrete beams or joists and their means of support and to the method and apparatus for manufacturing the said beams.
  • FIG. 1 is a detail perspective view of a concrete beam embodying the features of my invention, with the cross support bracket in po- 5 sition, the relation of the reinforcing members being indicated by dotted lines.
  • Fig. 2 is a plan view showing the conne ction of a pair of cross beams or joists to a main beam or joist.
  • Fig. 3 is a transverse detail sectional view taken on line 33 of Fig. 1, showing the form of reinforcing cross strands and indicating their method of support irrthe. form.
  • Fig. 4 is a detail perspective view of a section of trough 01- form in which my improved joist of I-beam is formed.
  • Fig. 5 is a detail cross sectional view of the forming roller and the forming trough in their operative positions.
  • Fig. 6 is a detail perspective view of a double head cross support bracket coupling for one of my improved I-beams.
  • Fig. 7 is a detail of the knock-out section at the center of the web of the beam.
  • each head is a larger reinforcing rod 6.
  • These rods 5, 5 and 6, 6 are connected together by cross wires 7 at intervals, as seen in Fig. 3, the ends of the same being folded upon themselves hairpin- 5 Wise toform legs for supporting the completely organized reinforcing member in the trough mold.
  • the main rods are held together by a series of diagonals 8 forming diagonal squares 9.
  • the diagonal members are 0 increased in size and number according to the strains to be imposed upon the beams.
  • each diagonal square I weaken a circular section and preferably insert a metal ring 10 which circumscribes a round disk 11 that can be readily broken out.
  • Connectors 12 of hairpin type may be inserted over the lower main st and (S or otherw'ire secured in the concrete.
  • the reinforcing members can be organized in sections and can be placed in forming troughs 13 having side walls lland a divided end walls 15, slotted at 16 to accommodate the main strands of the concrete re- IIIEOICIDO'.
  • a strip of ren fm'cmg as organized can be placed in the trough. which is suitably conformed, and the legs formed of the wires 7 at each side will support it in proper.
  • the floor of the trough is provided at intervals with projections 17 which form corresponding depressions in the center of each of the diagonals of the reinforcing, which can be readily knocked out. It is preferable. however, to )lace a metal ring 10 around each boss or pro ection so that it may be incorporated in the concrete and then when the disk 11 is knocked outa clean edge will be presented. This is for the purpose of makin a cross aperture in the beamand also an efiective simple support for cross beams.
  • A' forming roller 18 is provided having suitable contour to-roll semi-plastic"concrete into the trough-like form.
  • the roller is pro-' "idcd With bosses 171 corresponding to the bosses 17. It is proi'ided'with geared pinion 19 at each end engaging suitable racks-201011 each side of the trough to cause a register of the bosses 17 and 171.
  • the roller is provided with pro'ecting pins 21 which may serve as handles or manipulating the same by hand or a suitable connection for power operation.
  • the cross beam connection is a bracket 22 with a suitable seat 23 for the end of the cross beam The bracket is secured in place by a disk-shaped boss 24 with an upwardly projecting lug 25 for insertion through the aperture in the beam.
  • a concrete I-beam or joist comprising upper and lower heads and connecting we portion, longitudinal central strands in each head and longitudinal lateral strands each side of the main strand, diagonal cross strands connecting the said main strands and disposed within the web of the beam 5 and forming diagonal squares, knockout sections at center of each square with surrounding metal ring, and cross reinforcing members connectin the longitudinal reinforcing members, olded upon themselves and forming leg supports, as specified. 2.
  • a concrete I-beam or joist comprising upper and lower heads and connecting web portion, longitudinal central strands in each ead and longitudinal lateral strands each side of the main strand, diagonal cross strands connecting the said main strands and disposed within the web of the beam and forming diagonal squares, knock-out vsections at the center of each square, and cross reinforcing members connectin the longitudinal reinforcing members, olded upon tgefinselves and forming leg supports, as spec- 1 e 3.
  • a concrete I-beam or joist comprisin upper and lower heads and connecting we portion, longitudinal central strands in each head and longitudinal lateral strands each side of the main strand, diagonal cross strands connecting the said main strands and disposed within the web of the beam and forming diagonal squares, and cross reinforcing members connecting the longitudinal reinforcing members, folded upon themselves and forming leg sup orts, as specified.
  • cross reinforcing members connecting the longitudinal reinforcing members, folded upon themselves and forming leg sup orts, as specified.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Rod-Shaped Construction Members (AREA)

Description

H. F. YOUNG CONCRETE BEAM Jux re 17, 1930.
Filed May 21, 1928 INVENTOR flan are /T You/7g BY 647M 1 (2M1 A TTORNEYX Patented June 17, 1930 PATENT OFFICE HOWARD F. YOUNG, OF KALAMA ZOO, MICHIGAN CONCRETE BEAM Application filed May 21, 1928. Serial No. 279,353.
This invention relates to improvements in concrete beams or joists and their means of support and to the method and apparatus for manufacturing the said beams.
' The objects of the invention are, 1
First, to economize in the material of both the concrete and the reinforcing members.
Second, to provide improved concrete reinforcement for I-beam or joist structure.
Third, to provide an improved construction of beam lending itself effectively to cross supports.
Fourth, to provide an improved construction witha knock-out part to form cross passages through the web ofthe beam.
Objects relating to details and economies of construction will appear from the detailed description to follow. The invention is defined and pointed out in the claims. A beam and its method of manufacture is illustrated in the accompanying drawing, in which Fig. 1 is a detail perspective view of a concrete beam embodying the features of my invention, with the cross support bracket in po- 5 sition, the relation of the reinforcing members being indicated by dotted lines.
Fig. 2 is a plan view showing the conne ction of a pair of cross beams or joists to a main beam or joist.
Fig. 3 is a transverse detail sectional view taken on line 33 of Fig. 1, showing the form of reinforcing cross strands and indicating their method of support irrthe. form.
Fig. 4 is a detail perspective view of a section of trough 01- form in which my improved joist of I-beam is formed.
Fig. 5 is a detail cross sectional view of the forming roller and the forming trough in their operative positions.
41) Fig. 6 is a detail perspective view of a double head cross support bracket coupling for one of my improved I-beams.
Fig. 7 is a detail of the knock-out section at the center of the web of the beam.
The parts of the drawings will be identified by numerals of reference which are the same in all the views.
1 is a concrete I-heam having the usual web 2 and double heads 3, 4. Longitudinally of the angles of the beam are disposed rein forcing rods 5, and centrally .of each head is a larger reinforcing rod 6. These rods 5, 5 and 6, 6 are connected together by cross wires 7 at intervals, as seen in Fig. 3, the ends of the same being folded upon themselves hairpin- 5 Wise toform legs for supporting the completely organized reinforcing member in the trough mold. The main rods are held together by a series of diagonals 8 forming diagonal squares 9. The diagonal members are 0 increased in size and number according to the strains to be imposed upon the beams.
Centrally of each diagonal square I weaken a circular section and preferably insert a metal ring 10 which circumscribes a round disk 11 that can be readily broken out.
Connectors 12 of hairpin type may be inserted over the lower main st and (S or otherw'ire secured in the concrete.
From the description of the I-beam it will be seen that the reinforcing members can be organized in sections and can be placed in forming troughs 13 having side walls lland a divided end walls 15, slotted at 16 to accommodate the main strands of the concrete re- IIIEOICIDO'. A strip of ren fm'cmg as organized can be placed in the trough. which is suitably conformed, and the legs formed of the wires 7 at each side will support it in proper.
spaced relation. The floor of the trough is provided at intervals with projections 17 which form corresponding depressions in the center of each of the diagonals of the reinforcing, which can be readily knocked out. It is preferable. however, to )lace a metal ring 10 around each boss or pro ection so that it may be incorporated in the concrete and then when the disk 11 is knocked outa clean edge will be presented. This is for the purpose of makin a cross aperture in the beamand also an efiective simple support for cross beams.
A' forming roller 18 is provided having suitable contour to-roll semi-plastic"concrete into the trough-like form. The roller is pro-' "idcd With bosses 171 corresponding to the bosses 17. It is proi'ided'with geared pinion 19 at each end engaging suitable racks-201011 each side of the trough to cause a register of the bosses 17 and 171. The roller is provided with pro'ecting pins 21 which may serve as handles or manipulating the same by hand or a suitable connection for power operation. The cross beam connection is a bracket 22 with a suitable seat 23 for the end of the cross beam The bracket is secured in place by a disk-shaped boss 24 with an upwardly projecting lug 25 for insertion through the aperture in the beam. Where it is necessary or desirable that the cross beams meet between the apertures, a double bracket is provided (see Fig. 6) with angle bar connection to afi'ord support for the cross beam at any intermediate point; Having thus described my invention, what I claim as new and desire to secure by Letters Patent is: 1. A concrete I-beam or joist comprising upper and lower heads and connecting we portion, longitudinal central strands in each head and longitudinal lateral strands each side of the main strand, diagonal cross strands connecting the said main strands and disposed within the web of the beam 5 and forming diagonal squares, knockout sections at center of each square with surrounding metal ring, and cross reinforcing members connectin the longitudinal reinforcing members, olded upon themselves and forming leg supports, as specified. 2. A concrete I-beam or joist comprising upper and lower heads and connecting web portion, longitudinal central strands in each ead and longitudinal lateral strands each side of the main strand, diagonal cross strands connecting the said main strands and disposed within the web of the beam and forming diagonal squares, knock-out vsections at the center of each square, and cross reinforcing members connectin the longitudinal reinforcing members, olded upon tgefinselves and forming leg supports, as spec- 1 e 3. A concrete I-beam or joist comprisin upper and lower heads and connecting we portion, longitudinal central strands in each head and longitudinal lateral strands each side of the main strand, diagonal cross strands connecting the said main strands and disposed within the web of the beam and forming diagonal squares, and cross reinforcing members connecting the longitudinal reinforcing members, folded upon themselves and forming leg sup orts, as specified. In witness whereo I have hereunto set my hand.
HOWARD F. YOUNG.
US279353A 1928-05-21 1928-05-21 Concrete beam Expired - Lifetime US1764134A (en)

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Cited By (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3154830A (en) * 1963-02-18 1964-11-03 Juchniewicz Edward Embossed roller device for simulating natural stones
US3230674A (en) * 1961-05-24 1966-01-25 John R Christensen Combination burial liner and vault and method of burial
US3284971A (en) * 1959-08-11 1966-11-15 Warren R Attwood Structural elements for metal framing systems
US3546830A (en) * 1967-02-20 1970-12-15 Travaux Pour La Construction E Prefabricated reinforced concrete flooring slabs and floors as thus formed
US4598517A (en) * 1982-06-15 1986-07-08 Tremix Ab Floor laying arrangement
US4909002A (en) * 1987-04-27 1990-03-20 Cliffston Products Limited Concrete screed rails
US5671573A (en) * 1996-04-22 1997-09-30 Board Of Regents, University Of Nebraska-Lincoln Prestressed concrete joist
US20050217191A1 (en) * 2004-03-10 2005-10-06 Davis John D I-joist web hole insert
US20060059803A1 (en) * 2003-02-06 2006-03-23 Ericksen Roed & Associates, Inc. Precast, prestressed concrete truss
US20100098489A1 (en) * 2008-10-21 2010-04-22 Pollack Robert W Preformed screed system
US20160305113A1 (en) * 2015-04-16 2016-10-20 Michael Hatzinikolas Support bracket apparatus
JP2016191190A (en) * 2015-03-30 2016-11-10 株式会社熊谷組 Beam structure
JP2016217020A (en) * 2015-05-21 2016-12-22 株式会社大林組 Beam of reinforced concrete structure, and beam design method
JP2017101403A (en) * 2015-11-30 2017-06-08 矢作建設工業株式会社 Beam reinforcing material and beam reinforcing structure
JP2018044357A (en) * 2016-09-14 2018-03-22 株式会社大林組 Reinforced concrete structure and design method of column-beam junction
US10294676B2 (en) 2014-12-01 2019-05-21 Fero Corporation Support bracket assembly and method
JP2019138136A (en) * 2018-02-06 2019-08-22 東急建設株式会社 Structure of reinforcement concrete beam
US11118358B2 (en) 2019-05-30 2021-09-14 Fero Corporation Support bracket assembly and method
US11162265B2 (en) 2020-04-06 2021-11-02 Fero Corporation Support bracket assembly and method
US11255091B2 (en) 2018-12-03 2022-02-22 Fero Corporation Support bracket apparatus
US11560709B2 (en) 2021-06-11 2023-01-24 Fero Corporation Support bracket hanger assembly and method

Cited By (28)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3284971A (en) * 1959-08-11 1966-11-15 Warren R Attwood Structural elements for metal framing systems
US3230674A (en) * 1961-05-24 1966-01-25 John R Christensen Combination burial liner and vault and method of burial
US3154830A (en) * 1963-02-18 1964-11-03 Juchniewicz Edward Embossed roller device for simulating natural stones
US3546830A (en) * 1967-02-20 1970-12-15 Travaux Pour La Construction E Prefabricated reinforced concrete flooring slabs and floors as thus formed
US4598517A (en) * 1982-06-15 1986-07-08 Tremix Ab Floor laying arrangement
US4935186A (en) * 1982-06-15 1990-06-19 Tremix Ab Method of manufacturing concrete beams
US4909002A (en) * 1987-04-27 1990-03-20 Cliffston Products Limited Concrete screed rails
US5671573A (en) * 1996-04-22 1997-09-30 Board Of Regents, University Of Nebraska-Lincoln Prestressed concrete joist
US20060059803A1 (en) * 2003-02-06 2006-03-23 Ericksen Roed & Associates, Inc. Precast, prestressed concrete truss
US7275348B2 (en) * 2003-02-06 2007-10-02 Ericksen Roed & Associates Precast, prestressed concrete truss
US20050217191A1 (en) * 2004-03-10 2005-10-06 Davis John D I-joist web hole insert
US20100098489A1 (en) * 2008-10-21 2010-04-22 Pollack Robert W Preformed screed system
US11078672B2 (en) 2014-12-01 2021-08-03 Fero Corporation Support bracket apparatus
US11629504B2 (en) 2014-12-01 2023-04-18 Fero Corporation Support bracket apparatus
US10294676B2 (en) 2014-12-01 2019-05-21 Fero Corporation Support bracket assembly and method
US11041315B2 (en) 2014-12-01 2021-06-22 Fero Corporation Support bracket apparatus
JP2016191190A (en) * 2015-03-30 2016-11-10 株式会社熊谷組 Beam structure
US10323419B2 (en) * 2015-04-16 2019-06-18 Fero Corporation Support bracket apparatus
US20160305113A1 (en) * 2015-04-16 2016-10-20 Michael Hatzinikolas Support bracket apparatus
JP2016217020A (en) * 2015-05-21 2016-12-22 株式会社大林組 Beam of reinforced concrete structure, and beam design method
JP2017101403A (en) * 2015-11-30 2017-06-08 矢作建設工業株式会社 Beam reinforcing material and beam reinforcing structure
JP2018044357A (en) * 2016-09-14 2018-03-22 株式会社大林組 Reinforced concrete structure and design method of column-beam junction
JP2019138136A (en) * 2018-02-06 2019-08-22 東急建設株式会社 Structure of reinforcement concrete beam
US11255091B2 (en) 2018-12-03 2022-02-22 Fero Corporation Support bracket apparatus
US11118358B2 (en) 2019-05-30 2021-09-14 Fero Corporation Support bracket assembly and method
US11162265B2 (en) 2020-04-06 2021-11-02 Fero Corporation Support bracket assembly and method
US11952783B2 (en) 2020-04-06 2024-04-09 Fero Corporation Support bracket assembly and method
US11560709B2 (en) 2021-06-11 2023-01-24 Fero Corporation Support bracket hanger assembly and method

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