US889223A - Reinforcing-frame for concrete structures. - Google Patents
Reinforcing-frame for concrete structures. Download PDFInfo
- 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
Links
- 239000004567 concrete Substances 0.000 title description 5
- 230000008878 coupling Effects 0.000 description 11
- 238000010168 coupling process Methods 0.000 description 11
- 238000005859 coupling reaction Methods 0.000 description 11
- 230000003014 reinforcing effect Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000002452 interceptive effect Effects 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
-
- 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
- E04C3/20—Joists; 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
- E04C3/26—Joists; 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1924—Struts specially adapted therefor
- E04B2001/1927—Struts 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.
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 |
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US (1) | US889223A (en) |
Cited By (13)
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 |
-
1908
- 1908-03-09 US US41985708A patent/US889223A/en not_active Expired - Lifetime
Cited By (21)
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 |
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