US889223A - Reinforcing-frame for concrete structures. - Google Patents

Reinforcing-frame for concrete structures. Download PDF

Info

Publication number
US889223A
US889223A US41985708A US1908419857A US889223A US 889223 A US889223 A US 889223A US 41985708 A US41985708 A US 41985708A US 1908419857 A US1908419857 A US 1908419857A US 889223 A US889223 A US 889223A
Authority
US
United States
Prior art keywords
members
column
frame
concrete structures
reinforcing
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
US41985708A
Inventor
George M Graham
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.)
G A EDWARD KOHLER
Original Assignee
G A EDWARD KOHLER
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 G A EDWARD KOHLER filed Critical G A EDWARD KOHLER
Priority to US41985708A priority Critical patent/US889223A/en
Application granted granted Critical
Publication of US889223A publication Critical patent/US889223A/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
    • 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
    • E04B1/19Three-dimensional framework structures
    • 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
    • E04C3/26Joists; 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 prestressed
    • 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
    • E04B1/19Three-dimensional framework structures
    • E04B2001/1924Struts specially adapted therefor
    • E04B2001/1927Struts specially adapted therefor of essentially circular cross section

Definitions

  • This invention relates to that class of reinforced ooncrete structures in which the skeleton reinforcing frame comprises round tubular border members and a skeleton center and between said members under tension, as
  • z- Figure 1 is a detail perspective view of a corner portion of the reinforcing frame of aconcrete structure having the present improvements applied.
  • Fig. 2 is a sectional plan view of same on line :1i- Fig. 3.
  • Fig. 3 is asectional elevation of same, on line L- Fig. 2;
  • Fig. 4 is a similar view on line a02-x2 Fig. 2.
  • Fig. 5 is a detail perspective view of the 35 y portion of a vertical column, and 2 adjacent ends-of the round tubular girder members of a skeleton reinforcing frame of a .concretestructure as set forth in my -aforesaid patent No. 865,490, and the coupling together of which constitutes the subject matter of the present improvement and to such end comprises a formation and combination of parts as follows
  • I' 3 and 4 are angle coupling pieces the members of which are arranged in right angle relation to each other and have a segmental or Vconcavo-convec .form in cross section so as to fit and have .extended bearing Contact with the rounded peripheries of the column and girder members aforesaid.
  • Such Coupling members are provided with orificesf along their length for the assage of the hereinafter describedclampingliolts.
  • the tension member S'eX- tends from one girder. end or column to 'an opposite girder end or column and has bearing against lateral strut's 9 as shown in Fig. 1.
  • pairs of suolil coupling pieces arranged on common horizontal planes will be used to attach the abutting ends of the horizontal girders 2 ,toavertical column 1, and with a view to prevent an interference between the clamping bolts above referred to, the orifices 5 ⁇ in the coupling members which are attached to the column 1 will have a staggered or alternated relation to the Corresponding orifices Of the soy companion coupling members, and so that the y two sets of clamping bolts 6', having a right angle relation, may freely pass through the parts Without interfering with each other.
  • a skeleton reinforcing frame for con- Crete structures the combination of a vertical Column, horizontal girders arranged in right angle relation to each other andl abutting against said column, angle coupling pieces the members of which are in right an gle relationand have a concave-convex form, a series of clamping bolts passing through said members and entirely through the c olumn 4and girder, and a lateral truss for thel girder consisting of intermediate struts and Wire or 'rod tension membcrs extending from column to column, over said struts and Wrapped around the column and couplingpieces.

Landscapes

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

Description

Nq. 889,223.- PATENT-EE JUNEz, .MJ-Vo..V
* C. M. CRAHAM. REINECRCINC FRAME ECR CONCRETE STRUCTURES.-
APPLIOATION FILED MAR. 9. 1908.
2 SHEETS-SHEET 2.
mmm
um. su
' lllllll I formed. by windings of wires or rods around.
UNITED sTATEs PATENT OEEICE.
GEOEGE M GRAHAM, OE CHICAGO, ILLINOIS, Ass-IGNCE Too. A. EDWARD KOHLEE, or
CHICAGO, ILLINOIS.
BEINFORCING-FRAME FOR CONCRETE STRUCTURES.
Specification of Letters Patent.
Patented Jane 2, 190s.
Applicationled March 9, 1908. lSerial No. 419,857.
' following is a specification. l This invention relates to that class of reinforced ooncrete structures in which the skeleton reinforcing frame comprises round tubular border members and a skeleton center and between said members under tension, as
.set forth in .detail in my prior patent No.
865,490 of September 10, 1907. And the present` improvement has for its object to the border frame members are connectedtogetlier in a simple and rigid manner, and added' rigidity imparted to suoli connection by the tension truss members forming parts of the border frame, all as will hereinafter more fully appear.
In the accompanying drawings z-Figure 1 is a detail perspective view of a corner portion of the reinforcing frame of aconcrete structure having the present improvements applied. Fig. 2, is a sectional plan view of same on line :1i- Fig. 3. Fig. 3, is asectional elevation of same, on line L- Fig. 2;
Fig. 4, is a similar view on line a02-x2 Fig. 2.
. Fig. 5,' is a detail perspective view of the 35 y portion of a vertical column, and 2 adjacent ends-of the round tubular girder members of a skeleton reinforcing frame of a .concretestructure as set forth in my -aforesaid patent No. 865,490, and the coupling together of which constitutes the subject matter of the present improvement and to such end comprises a formation and combination of parts as follows I' 3 and 4 are angle coupling pieces the members of which are arranged in right angle relation to each other and have a segmental or Vconcavo-convec .form in cross section so as to fit and have .extended bearing Contact with the rounded peripheries of the column and girder members aforesaid. Such Coupling members are provided with orificesf along their length for the assage of the hereinafter describedclampingliolts.
6 are the clamping bolts passing through the orifices 5 of the coupling'pieces, and entirely through the columns and girders to which. they are applied and clamping firmly the v.parts together. are additionally held in place by one or more` `wrappings 7 of the Wires or rods 8 which form Such coupling .pieces thetension members of the truss by lwhich the lateral rigidity is imparted tothe girders,
as fully set forth in 'my companion applica.- tion for Patent Serial No'. 419,856 filed Mar. 9, 1908, and as illustratedin Figs. 1 and 6.
In said construction the tension member S'eX- tends from one girder. end or column to 'an opposite girder end or column and has bearing against lateral strut's 9 as shown in Fig. 1. In the present construction pairs of suolil coupling pieces arranged on common horizontal planes will be used to attach the abutting ends of the horizontal girders 2 ,toavertical column 1, and with a view to prevent an interference between the clamping bolts above referred to, the orifices 5`in the coupling members which are attached to the column 1 will have a staggered or alternated relation to the Corresponding orifices Of the soy companion coupling members, and so that the y two sets of clamping bolts 6', having a right angle relation, may freely pass through the parts Without interfering with each other.
Having thus fully described my said invention what I claim as' new and desire to secure by Letters Patent, isz- .1.. In a skeleton reinforcing frame for concrete structures, the combination of avertical column, horizontal girders arranged in right angle relation to each other and abutting against said column, angle coupling j tical colunin, horizontal'girders arranged in right angle relation to each other and abutting against said column, angle 'coupling pieces the members of which are in right angle relation and have a conCavo-convex. form,
and a series of clamping bolts passing through said members and entirely through the eolumn and girders, one set of Clamping bolts having a staggered relation to its companion set.
3. -In a skeleton reinforcing frame for con- Crete structures, the combination of a vertical Column, horizontal girders arranged in right angle relation to each other andl abutting against said column, angle coupling pieces the members of which are in right an gle relationand have a concave-convex form, a series of clamping bolts passing through said members and entirely through the c olumn 4and girder, and a lateral truss for thel girder consisting of intermediate struts and Wire or 'rod tension membcrs extending from column to column, over said struts and Wrapped around the column and couplingpieces.
Signed at Chicago, Illinois this 29th day of GEORGE M. GRAHAM..
.February 1908.
Vitnesses ROBERT BURNS, HNRY MOE.
US41985708A 1908-03-09 1908-03-09 Reinforcing-frame for concrete structures. Expired - Lifetime US889223A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US41985708A US889223A (en) 1908-03-09 1908-03-09 Reinforcing-frame for concrete structures.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US41985708A US889223A (en) 1908-03-09 1908-03-09 Reinforcing-frame for concrete structures.

Publications (1)

Publication Number Publication Date
US889223A true US889223A (en) 1908-06-02

Family

ID=2957654

Family Applications (1)

Application Number Title Priority Date Filing Date
US41985708A Expired - Lifetime US889223A (en) 1908-03-09 1908-03-09 Reinforcing-frame for concrete structures.

Country Status (1)

Country Link
US (1) US889223A (en)

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE964225C (en) * 1945-05-26 1957-05-23 Moore Corp Lee C Dismountable steel frame mast for deep drilling purposes
US3414301A (en) * 1966-06-22 1968-12-03 Dentin Mfg Company Shoe brace construction
US4489659A (en) * 1979-01-10 1984-12-25 Hitachi, Ltd. Truss-type girder for supporting a movable body
US5240217A (en) * 1991-11-21 1993-08-31 Lizakowski Allen J Highway marker brackets
US5651229A (en) * 1994-03-18 1997-07-29 Ykk Architectural Products Inc. Structural component
US20030019180A1 (en) * 1999-11-09 2003-01-30 Warren Peter A. Foldable member
US6565279B1 (en) * 2002-01-14 2003-05-20 Kiefer Pool Equipment Co. Clamp for pipes or for other cylindrical struts
US20040101354A1 (en) * 2001-05-15 2004-05-27 Hiroyuki Nakahori Pipe joint, and assembly using the pipe joint
US20060156644A1 (en) * 2001-09-24 2006-07-20 Connelly Kevin T Shade canopy in combination with a fitting to support the same
US20060160681A1 (en) * 2005-01-12 2006-07-20 Stamina Products, Inc. Portable workout apparatus including a plie bar
US20090098987A1 (en) * 2007-10-12 2009-04-16 Stamina Products, Inc. Portable workout apparatus having a pivotally mounted exercise bar
US8348816B2 (en) 2001-01-18 2013-01-08 Stamina Products, Inc. Storable exercise apparatus for professional and home use
US20130058708A1 (en) * 2010-05-25 2013-03-07 Henrik Stiesdal Jacket structure for offshore constructions

Cited By (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE964225C (en) * 1945-05-26 1957-05-23 Moore Corp Lee C Dismountable steel frame mast for deep drilling purposes
US3414301A (en) * 1966-06-22 1968-12-03 Dentin Mfg Company Shoe brace construction
US4489659A (en) * 1979-01-10 1984-12-25 Hitachi, Ltd. Truss-type girder for supporting a movable body
US5240217A (en) * 1991-11-21 1993-08-31 Lizakowski Allen J Highway marker brackets
US5651229A (en) * 1994-03-18 1997-07-29 Ykk Architectural Products Inc. Structural component
US20030019180A1 (en) * 1999-11-09 2003-01-30 Warren Peter A. Foldable member
US8475346B2 (en) 2001-01-18 2013-07-02 Stamina Products, Inc. Storable exercise apparatus for professional and home use
US8348816B2 (en) 2001-01-18 2013-01-08 Stamina Products, Inc. Storable exercise apparatus for professional and home use
US7341391B2 (en) * 2001-05-15 2008-03-11 Sekisui Jushi Kabushiki Kaisha Pipe fitting and assembly using such pipe fittings
US20040101354A1 (en) * 2001-05-15 2004-05-27 Hiroyuki Nakahori Pipe joint, and assembly using the pipe joint
US20060156644A1 (en) * 2001-09-24 2006-07-20 Connelly Kevin T Shade canopy in combination with a fitting to support the same
US6565279B1 (en) * 2002-01-14 2003-05-20 Kiefer Pool Equipment Co. Clamp for pipes or for other cylindrical struts
US20060160681A1 (en) * 2005-01-12 2006-07-20 Stamina Products, Inc. Portable workout apparatus including a plie bar
US20090054215A1 (en) * 2005-01-12 2009-02-26 Stamina Products, Inc. Portable workout apparatus including a plie bar
US8057371B2 (en) 2005-01-12 2011-11-15 Stamina Products, Inc. Portable workout apparatus including a plie bar
US8057361B2 (en) 2005-01-12 2011-11-15 Stamina Products, Inc. Portable workout apparatus including a plie bar
US20090098987A1 (en) * 2007-10-12 2009-04-16 Stamina Products, Inc. Portable workout apparatus having a pivotally mounted exercise bar
US7878954B2 (en) * 2007-10-12 2011-02-01 Stamina Products, Inc. Portable workout apparatus having a pivotally mounted exercise bar
US20110092348A1 (en) * 2007-10-12 2011-04-21 Stamina Products, Inc. Portable workout apparatus having a pivotally mounted exercise bar
US8632444B2 (en) 2007-10-12 2014-01-21 Stamina Products, Inc. Portable workout apparatus having a pivotally mounted exercise bar
US20130058708A1 (en) * 2010-05-25 2013-03-07 Henrik Stiesdal Jacket structure for offshore constructions

Similar Documents

Publication Publication Date Title
US889223A (en) Reinforcing-frame for concrete structures.
US691982A (en) Suspension-bridge.
US667871A (en) Fireproof building structure.
US416054A (en) Bridge
US2401229A (en) Tower or mast
US1141967A (en) Metallic framework construction.
US297331A (en) Skeleton tower
US1075251A (en) Reinforced-concrete floor.
US976869A (en) Fitting for reinforcing-frames.
US813338A (en) Post.
US1397746A (en) Metal frame construction
US805762A (en) Framework for cement structures.
US875804A (en) Reinforced concrete building.
US1122504A (en) Bridge construction.
US496087A (en) Fence
US441598A (en) Suspension-bridged
US441862A (en) Suspension-bridge
US2387969A (en) Supporting column for tanks and the like
US1233719A (en) Gate.
US760407A (en) Fence.
US503913A (en) Washtub
US1403051A (en) Steel tower
US1200484A (en) Reinforced-concrete floor.
US1013009A (en) Reinforcing-frame.
US1036050A (en) Reinforced concrete construction.