US971353A - Reinforcement for concrete structures. - Google Patents

Reinforcement for concrete structures. Download PDF

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Publication number
US971353A
US971353A US48108009A US1909481080A US971353A US 971353 A US971353 A US 971353A US 48108009 A US48108009 A US 48108009A US 1909481080 A US1909481080 A US 1909481080A US 971353 A US971353 A US 971353A
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Prior art keywords
reinforcement
panels
concrete structures
und
concrete
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US48108009A
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George A Brayton
Edwin C Roberts
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Individual
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0473—U- or C-shaped

Definitions

  • n reinforcin n reinforcin
  • r member composed Wholly of sheet metal "uliich is so shaped that any number ythereofV muy he .secured ory attached together for forming: n reinforcement which will give strength und rigitliljto the concrete forniin;r a component purtof ⁇ the structnrtl 'With ⁇ these and other objects in View', the
  • Vinvention finally ⁇ consists in the purticnlzir construction. rarrnngentent and "Combination n parts which will hereinafter 'ne fully de scrxbedtreference being had to thenccoinn y i ⁇ ingr panels; :ts-.shown in Fig. G, but preforspeocntion. in which-'fY v Figure 1 is n cross. section of u post or column embodying n preferred form of our invention; Fig. 2 is n section on the line E-ih Fig. 1; Fig.
  • tlnnges 3'. is shown in' Figs. 1, 2, 3 and 4, or may he provided with one or more longi- Ytudinzilgrihs. or corrufrations et therein atipicent to their outer et ges, as shown in Fig. said ifi-.ingest or corrngntions constituting holding menus wherebyV interlocking asso- ;rintion is had with the concrete of the structure in which the lates are employed; or smid panels may, ii) :is shown in Fig. 5.
  • the reinforcement may con ⁇ sist o two .sheet metal members the central panels i' of which are fastened together face to tace. as shown in Figs. l to inclusive. or muy consist lof a greater number of such lut' manner with the lateral panels l of Vietnamese member fastened to those of the next adjacent members, :is shown in Fig. i'.
  • the fastening means muy consist of rivets .”x projected through the ndjncent or coincidsaid panels. the slits out in the panels in forming said tongues being in register and said tongues being forced through :unl together clamped down: thaty is, the. tongue strucltu fron-inne collectl is turned lmck upon sai sul vund the opposite tongue is forced through the opening in said panel and is tonluc.
  • each of the'pnnels 2 is provided wit a central longitudinal outwardly bowed semi-circular rib 8, so that when said plates are secured together 1u the manner lllustrated, a central circular opening extending throughout the structure is formed.
  • a reinforcement for concrete posts yformed flanges being relatively disposed toform al-v ternate depressions. and raised portions.

Description

G. A. BRAYTON L E. GI ROBERTS. RVEIORGEMENT POB' CONCRETE STRUCTURES. APPLICATION FILED MAR. a, 1909.
971.353.. 'rratented spnz?, 1910,
- To all vwhom it may concern:
i LUN STATES oFF1oE.
GEORGEFA. 'BRAYT0N, or MARTINS FERRY. AND EDWIN c. RoBER'rs, or BRIDGE-` Y 1 PORT; omo. i
ltEINPORLCEMENT'IOR CONCRETE STRUCTURES.
Be it known that we. (leonor: A. Bimvror:
und llou'ix C. ltonnn'rs, citinens of the United States of America, undl residents, rc peetivel v, of Mnrtinslferry, county of vBelmont und Stute of Ohio. und lridgcf port, county ott'. Belmont und Stute of Ohio. liz-we tnvented ccrt'run new und usetul liulN-ueinents :n lletutori-ements tor Conrretx Structures. ot' which thc following is :t sperith:l suine time inexpensive to iminnavtnre.
further object 1s to provide n reinforcin;r member composed Wholly of sheet metal "uliich is so shaped that any number ythereofV muy he .secured ory attached together for forming: n reinforcement which will give strength und rigitliljto the concrete forniin;r a component purtof` the structnrtl 'With `these and other objects in View', the
Vinvention finally` consists in the purticnlzir construction. rarrnngentent and "Combination n parts which will hereinafter 'ne fully de scrxbedtreference being had to thenccoinn y i `ingr panels; :ts-.shown in Fig. G, but preforspeocntion. in which-'fY v Figure 1 is n cross. section of u post or column embodying n preferred form of our invention; Fig. 2 is n section on the line E-ih Fig. 1; Fig. 3 n section'on the line ot' two or more members, cach formed trom n sheet metal alrite, connected or attached together und navin outwardly diret-ted portions which are a opted to oe emhedded in the cement .of the Structure of whichthey form u purtv Specification of Letters Patent. Ptented Slept. 27, 1910. Application filed March 3, 1909. Serial No. 481,080. i
Aand to give strength and' rigidity to such struct-urz. if
In the drawings, like reference-numerals views.
Euch plnteis lient to Yform two separated longitudinal panels l which are connected bv D Y n Y :t centra: panel 2, sind panels l being d1- rected outward from Suid panel 2 and stundingr :it equal obtuse :ingles thereto. Said @panels 1 may have lateral, orterminul,
tlnnges 3'. :is shown in' Figs. 1, 2, 3 and 4, or may he provided with one or more longi- Ytudinzilgrihs. or corrufrations et therein atipicent to their outer et ges, as shown in Fig. said ifi-.ingest or corrngntions constituting holding menus wherebyV interlocking asso- ;rintion is had with the concrete of the structure in which the lates are employed; or smid panels may, ii) :is shown in Fig. 5.
In practice. the reinforcement may con` sist o two .sheet metal members the central panels i' of which are fastened together face to tace. as shown in Figs. l to inclusive. or muy consist lof a greater number of such lut' manner with the lateral panels l of euch member fastened to those of the next adjacent members, :is shown in Fig. i'.
The fastening means muy consist of rivets ."x projected through the ndjncent or coincidsaid panels. the slits out in the panels in forming said tongues being in register and said tongues being forced through :unl together clamped down: thaty is, the. tongue strucltu fron-inne punel is turned lmck upon sai punel vund the opposite tongue is forced through the opening in said panel and is tonluc. when snit] members :tre fitted t0- hers, the openings formed hy' bendinfr the tongues `t; over constitute bonds or 2hond openings adapted tolle filled hy the concrete ofthe ltrut-:ure in which the reinforcement is employ-l` through which openings the ,cont-ret.A on opposite sides is bonded or tied. These openings Y nre provided in nl! the panels euch sheet metal member in the,
desired,` he left plain,A
members.arranged in :i substantially circu-V -ehnnped down over the first intentioned' `etner either in puits or in greater num-y designate like parts throughoutthe-several i :ihly consistsot' tongues t3 struck up from manner described,l whether the tongues struck up in forming said openings are 1ntended for clamping use or not, the. urpvose being to admit of the bondingof t e con,- creteon opposite sidesof the panelsV through such openings. I
In producing a hollowvpost when buttwo reinforcing members :1re employed, each of the'pnnels 2 is provided wit a central longitudinal outwardly bowed semi-circular rib 8, so that when said plates are secured together 1u the manner lllustrated, a central circular opening extending throughout the structure is formed.
`As. is obviors, the invention is susceptibley jof nmnydilferent variations m form, but those adaptations herein shown and described are deemed preferable on account of their simplicity of construction andbeeause easily formed.
Having thus described` our inifention, what we claim as new, and desire to secure by Letters Patent, is
A reinforcement for concrete posts yformed flanges being relatively disposed toform al-v ternate depressions. and raised portions.
vInftestimony whereof We afiix our signa- Y 'tures in presence of two witnesses.
GEORGE A. BRAYTON. y EDWIN C. ROBERTS.
` Witnesses:
E. A. LENKARD, H. E.` DUxLAP.
US48108009A 1909-03-03 1909-03-03 Reinforcement for concrete structures. Expired - Lifetime US971353A (en)

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US48108009A US971353A (en) 1909-03-03 1909-03-03 Reinforcement for concrete structures.

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2674857A (en) * 1947-10-09 1954-04-13 Neyrpic Portuguesa Ltd Reinforcement for sections of embedded conduits subject to external pressure
US4221330A (en) * 1978-01-27 1980-09-09 Burlington Northern Inc. Center butt tie connector
DE4033424A1 (en) * 1990-09-01 1992-03-12 Lorenz Kesting Reinforcing element for lightweight concrete panel
DE29719057U1 (en) * 1997-10-27 1997-12-11 Menke Gerhard Column-like precast concrete part
US20080127599A1 (en) * 2006-12-01 2008-06-05 Chin-Hui Chen Reinforced structural component
US20150218814A1 (en) * 2012-09-26 2015-08-06 Quai-de Azam Edoo Corrosion Resistant Concrete Reinforcing Member
US11661742B2 (en) * 2016-10-14 2023-05-30 Arcelormittal Steel reinforced concrete column

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2674857A (en) * 1947-10-09 1954-04-13 Neyrpic Portuguesa Ltd Reinforcement for sections of embedded conduits subject to external pressure
US4221330A (en) * 1978-01-27 1980-09-09 Burlington Northern Inc. Center butt tie connector
DE4033424A1 (en) * 1990-09-01 1992-03-12 Lorenz Kesting Reinforcing element for lightweight concrete panel
DE29719057U1 (en) * 1997-10-27 1997-12-11 Menke Gerhard Column-like precast concrete part
US20080127599A1 (en) * 2006-12-01 2008-06-05 Chin-Hui Chen Reinforced structural component
US20150218814A1 (en) * 2012-09-26 2015-08-06 Quai-de Azam Edoo Corrosion Resistant Concrete Reinforcing Member
US10253500B2 (en) * 2012-09-26 2019-04-09 Quai-de Azam Edoo Corrosion resistant concrete reinforcing member
AU2018200080B2 (en) * 2012-09-26 2019-08-08 Quai-de Azam EDOO Corrosion resistant concrete reinforcing member
US11661742B2 (en) * 2016-10-14 2023-05-30 Arcelormittal Steel reinforced concrete column

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