US2008087A - Metallic structure - Google Patents
Metallic structure Download PDFInfo
- Publication number
- US2008087A US2008087A US594459A US59445932A US2008087A US 2008087 A US2008087 A US 2008087A US 594459 A US594459 A US 594459A US 59445932 A US59445932 A US 59445932A US 2008087 A US2008087 A US 2008087A
- Authority
- US
- United States
- Prior art keywords
- web
- plate
- socket
- girder
- metallic
- 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
- 210000002105 tongue Anatomy 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000010959 steel Substances 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B7/00—Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B9/00—Connections of rods or tubular parts to flat surfaces at an angle
- F16B9/09—Connections of rods or tubular parts to flat surfaces at an angle rods and flat surfaces interengaging by projections and mating sockets
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2409—Hooks, dovetails or other interlocking connections
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2448—Connections between open section profiles
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2457—Beam to beam connections
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/70—Interfitted members
- Y10T403/7001—Crossed rods
Definitions
- Fig. 1 illustratesa fragmentary portion of a is adapted to support girders such as a girder has a plate I4 welded to its end face, which l5 In the general construction of steel skeleton 0 and each is generally designed to support a Patented July 16, 1935 p METALLIC STRUCTURE John A. Stromberg, Chicagollll., assignor to Associated Engineers Company, Chicago, Ill.;
- Fig. 18S-36 My invention relates to skeleton metallic structures such as are used for building and the like, at Il-I'IV an and has for its object the provision of means Darts together I am able to increase the shearing whereby such a structure may be more readily I will explain my invention more in detail by referring to the accompanying drawing illus- Fig. 1 is a fragmentary perspective view illustrating one form which my invention may take; Fig. 2 is a sectional view along line 2 of Fig. 1,' Fig. 3 is a sectional view along line 3-3 of Fig. 4 is an enlarged side View of a detail feature of one form of the invention as shown in Fig. l;
- Fig. 5 is a fragmentary side view of a ⁇ modified Fig. 6 is a sectional View on line 6 3 of Fig. 5;
- Fig. 7 is a transverse sectional View of a modiiied form of the invention.
- My invention contemplates that the girder Il plate has converging sides which are adapted to seat in a supporting socket I5 welded to the column l and having correspondingly sloping pockets to rreceive the plate or tongue I4.
- the girders are attached to the columns by means of angles riveted both to the girder web and to the column.
- rivets are used which are placed about three inches apart stress of about five thousand pounds, so that throughout the length of the riveted area the resistance to shear is about twenty-five hundred pounds per inch.
- the plate stand a sheari per inch if lle Similarly I shown at I8, or I may rivet it al and above the ri girder, for insta with the upper surfac intention, or should it be desired uch as that outlined may withng stress of six thousand pounds t welded on both sides as is shown.
- Fig. 4 shows a structure which I utilize at one extremity of the girder and Figs. 5 and 6 show the structure which I utilizeA at the other extremity of the girder.
- the structure for one end of the beam as shown in Fig. 4 consists in cutting away as shown at 2l a portion of the beam and providing the extremity of the beam with a plate I4. This plate cooperates with a socket I5 such as il- It will be seen that if the beam of Fig. 4 were raised a certain amount, that the tongue or plate I4 would be clear of the socket I5 because of the converging nature of the sides of the elements I4 and I5.
- I utilize the form of union as shown in Figs. 5 and 6 in which one side of the web of a beam is provided with a longitudinally extending socket 22 ⁇ in which an angle plate 23 is slidably mounted, this plate having the outstanding leg 24.
- the cpposite'side of the web may have the nonadjustable angle 3ll with its outstanding leg 3l.
- the sliding plate 23 is moved outwardly until the tongue 2lik registers with corresponding socket I5 in ⁇ V the other gir-der, whereupon the beam may be dropped into position.
- the sockets 22 are of course suitably welded to the web as shown at 25. In this manner there will be no interference between the beam ends and the girders between which the beam is to be mounted.
- Fig 7 Ihave shown the assembling feature of my invention as applied to a structure in which rivets may be employed, if so desired.
- the socket section 2E likewise may be riveted to the column if so desired, although as readily apparent this structure of Fig. 7 lends itself equally well to fillet welding.
- means for connecting the end of an I-beam to a supporting member of the framework comprising a pair of plates one having tapered opposed grooves on one face thereof, and the other having its side edges tapered to seat in said grooves, one of said plates being xed to the web of said I-beam and extending transversely thereto, the other of said plates beingxed on said member.
- means for ⁇ making a web to web joint between two beams having top and bottom flanges comprising a plate member providing a socket o-n the web or one beam, a vertical mounting plate on the end of the web of the other beam, .said plate being insertible between the socket and top flange by horizontal movement of one beam relative to the other.
- a metallic skeleton frameworkmeans for making a web to web joint between two beams having top and bottom flanges comprising a plate member providing a socket on Vthe web of one beam, a vertical mounting plate on the endof the webV of the other beam, said mounting plate being divided into two sections along the web,
- one section being movable lengthwise of the web.
Description
my B, R935, .1. A. STROMBERG METALLIC 'STRUCTURE Filed Feb. 23, 1932 l disassembled; and whereby greater strength may trating several embodiments thereof in which,-
Fig. 2;
form;
Fig. 1 illustratesa fragmentary portion of a is adapted to support girders such as a girder has a plate I4 welded to its end face, which l5 In the general construction of steel skeleton 0 and each is generally designed to support a Patented July 16, 1935 p METALLIC STRUCTURE John A. Stromberg, Chicagollll., assignor to Associated Engineers Company, Chicago, Ill.;
poration of Illinois Application February 23, N1932, serial No. 594,459
5 Claims. (Cl. 18S-36) My invention relates to skeleton metallic structures such as are used for building and the like, at Il-I'IV an and has for its object the provision of means Darts together I am able to increase the shearing whereby such a structure may be more readily I will explain my invention more in detail by referring to the accompanying drawing illus- Fig. 1 is a fragmentary perspective view illustrating one form which my invention may take; Fig. 2 is a sectional view along line 2 of Fig. 1,' Fig. 3 is a sectional view along line 3-3 of Fig. 4 is an enlarged side View of a detail feature of one form of the invention as shown in Fig. l;
Fig. 5 is a fragmentary side view of a` modified Fig. 6 is a sectional View on line 6 3 of Fig. 5; and
Fig. 7 is a transverse sectional View of a modiiied form of the invention.
skeleton framework of a building, which fragmentary illustration is thought to be all that is needed to illustrate the same. In this figure I show one of the columns l0 of a building which Il, which girders in turn support beams I2-|2. I have also shown the column l0 as supporting a beam I3.
My invention contemplates that the girder Il plate has converging sides which are adapted to seat in a supporting socket I5 welded to the column l and having correspondingly sloping pockets to rreceive the plate or tongue I4.
buildings the girders are attached to the columns by means of angles riveted both to the girder web and to the column. In general, rivets are used which are placed about three inches apart stress of about five thousand pounds, so that throughout the length of the riveted area the resistance to shear is about twenty-five hundred pounds per inch.
5 In the construction which I propose, the plate stand a sheari per inch if lle Similarly I shown at I8, or I may rivet it al and above the ri girder, for insta with the upper surfac intention, or should it be desired uch as that outlined may withng stress of six thousand pounds t welded on both sides as is shown.
with their necessary of my invention. If the beams I2 faces I9 aligned are not to have their upper sur- 14 is niiet welded to the girder webis as 'shown Vlustrated and described heretofore.
per surfaces of girder and beam aligned, then I utilize the structure shown in Figs. 4, 5 and 6.
Fig. 4 shows a structure which I utilize at one extremity of the girder and Figs. 5 and 6 show the structure which I utilizeA at the other extremity of the girder. Sometimes it is necessary to duplicate the structure of Figs. 5 and 6 at both-extremities. The structure for one end of the beam as shown in Fig. 4 consists in cutting away as shown at 2l a portion of the beam and providing the extremity of the beam with a plate I4. This plate cooperates with a socket I5 such as il- It will be seen that if the beam of Fig. 4 were raised a certain amount, that the tongue or plate I4 would be clear of the socket I5 because of the converging nature of the sides of the elements I4 and I5. It will be at once apparent, however, that under these conditions there would be interference if the opposite end of the beam had similar means for mounting inplace. In order to avoid such interference, I utilize the form of union as shown in Figs. 5 and 6 in which one side of the web of a beam is provided with a longitudinally extending socket 22` in which an angle plate 23 is slidably mounted, this plate having the outstanding leg 24. The cpposite'side of the web may have the nonadjustable angle 3ll with its outstanding leg 3l. These plates 23 remain in the position shown in Figs.5 and 6 while swinging the beam into position to alignthe plate` I4 with the socket I5. Thereupon the sliding plate 23 is moved outwardly until the tongue 2lik registers with corresponding socket I5 in` V the other gir-der, whereupon the beam may be dropped into position. The sockets 22 are of course suitably welded to the web as shown at 25. In this manner there will be no interference between the beam ends and the girders between which the beam is to be mounted.
In Fig 7, Ihave shown the assembling feature of my invention as applied to a structure in which rivets may be employed, if so desired. In this particular case I construct the socket portion 26 as shownV so thatrit` may be riveted to the column to properly receive the tongues 21-21 forming parts of angles riveted to the web IG of the girder The socket section 2E likewise may be riveted to the column if so desired, although as readily apparent this structure of Fig. 7 lends itself equally well to fillet welding.
From what has thus been described, it is thought the nature of my invention is readily apparent to those skilledrin the art.
Having thus described what seems to me at the present time to be the approved forms without intending to limit myself thereto, I claim the following:
1. In a metallic skeleton framework for buildings and the like, means for connecting the end of an I-beam to a supporting member of the framework comprising a pair of plates one having tapered opposed grooves on one face thereof, and the other having its side edges tapered to seat in said grooves, one of said plates being xed to the web of said I-beam and extending transversely thereto, the other of said plates beingxed on said member.
2. In a metallic skeleton framework, means for `making a web to web joint between two beams having top and bottom flanges comprising a plate member providing a socket o-n the web or one beam, a vertical mounting plate on the end of the web of the other beam, .said plate being insertible between the socket and top flange by horizontal movement of one beam relative to the other.
3. In a metallic skeleton frameworkmeans for making a web to web joint between two beams having top and bottom flanges comprising a plate member providing a socket on Vthe web of one beam, a vertical mounting plate on the endof the webV of the other beam, said mounting plate being divided into two sections along the web,
one section being movable lengthwise of the web.
4. In a metallic skeleton framework, means for attachingrthe end of a beam "havingtop and bottom flanges connected bya web to a supporting member which comprises a pair of plates having interiitting side edge portions, one of said plates being fixed on the supporting member, the other plate being fixed to the end o i the web of the beam andextending outwardly from both sides of the web to provide side bracing for said beam.
5. In a metallic skeleton framework, means for attaching the end of a beam having top and bottom flanges. connected by a web to a supporting member which comprises Aa pair ofplates having interfitting side edge portions, one of said plates being fixed on the supporting member, the other plate being fixed to the end of the web of the beam and extending outwardly from both sides of the web to provi-de side bracing for said beam, said web and the plate thereon by llet welding.
` JOHN A.Y STROMBERG.
being secured together
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US594459A US2008087A (en) | 1932-02-23 | 1932-02-23 | Metallic structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US594459A US2008087A (en) | 1932-02-23 | 1932-02-23 | Metallic structure |
Publications (1)
Publication Number | Publication Date |
---|---|
US2008087A true US2008087A (en) | 1935-07-16 |
Family
ID=24378958
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US594459A Expired - Lifetime US2008087A (en) | 1932-02-23 | 1932-02-23 | Metallic structure |
Country Status (1)
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US (1) | US2008087A (en) |
Cited By (41)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2893567A (en) * | 1958-07-11 | 1959-07-07 | Bathey Mfg Company | Storage rack construction |
US2936905A (en) * | 1957-05-23 | 1960-05-17 | Tote Cart Company | Display bin supporting shelf |
US2984363A (en) * | 1958-07-24 | 1961-05-16 | Mechanical Handling Sys Inc | Adjustable rack |
US3685866A (en) * | 1970-04-15 | 1972-08-22 | Wilfrid J Patenaude | Connector for structural steel |
US3961383A (en) * | 1975-03-10 | 1976-06-08 | Spitz Melvin P | Bed frame having releasably interlocked side rails and crossbars |
US4068964A (en) * | 1977-02-09 | 1978-01-17 | Stoker Robert J | End plate connection unit for beams |
US4472076A (en) * | 1981-08-24 | 1984-09-18 | Industrial Tool & Die Co. Inc. | Clip for anchoring cross members in telescoping shelf supports |
US4586300A (en) * | 1983-10-28 | 1986-05-06 | Mullin Edward L | Building construction |
US4797020A (en) * | 1987-12-07 | 1989-01-10 | Creative Structures, Inc. | Self-locking mortise and tenon joint |
US5244300A (en) * | 1991-02-28 | 1993-09-14 | Lehigh University | Structural connector approximating a cone of elliptical cross-section |
EP0843053A1 (en) * | 1996-11-15 | 1998-05-20 | Dyckerhoff & Widmann Ag | Frictional connection between column and beam or between beams |
US6371685B1 (en) * | 1998-01-05 | 2002-04-16 | Mpr Associates, Inc. | Wedge clamp for repairing boiling water reactor shroud |
US20050040662A1 (en) * | 2003-01-27 | 2005-02-24 | Rice Michael R. | Overhead transfer flange and support for suspending a substrate carrier |
US20050066612A1 (en) * | 2001-08-30 | 2005-03-31 | Simmons Robert J. | Quick-set, full-moment-lock, column and beam building frame system and method |
US20050232734A1 (en) * | 2003-01-27 | 2005-10-20 | Elliott Martin R | Small lot size substrate carriers |
US20070125031A1 (en) * | 2002-03-18 | 2007-06-07 | Simmons Robert J | Method of fabricating a building frame structure |
US20070193194A1 (en) * | 2006-02-02 | 2007-08-23 | Marlows Timber Engineering Ltd. | Joists and Floor Panels containing same |
US20080295443A1 (en) * | 2007-05-30 | 2008-12-04 | Conxtech, Inc. | Halo/spider, full-moment, column/beam connection in a building frame |
US20090308030A1 (en) * | 2003-01-27 | 2009-12-17 | Applied Materials, Inc. | Load port configurations for small lot size substrate carriers |
CN103754246A (en) * | 2014-01-26 | 2014-04-30 | 重庆无缝管件厂 | Transport cart for steel tubes |
US20140311059A1 (en) * | 2004-05-18 | 2014-10-23 | Simpson Strong-Tie Company, Inc. | Moment frame links wall |
US9103132B2 (en) | 2013-01-27 | 2015-08-11 | Conxtech, Inc. | Dual-function, sequential-task, lug-registry, pick and stack-align building-component handling system |
US9109874B2 (en) | 2012-12-29 | 2015-08-18 | Conxtech, Inc. | Modular, six-axis-adjustable, concrete-pour form-structure system |
US9221301B1 (en) * | 2010-05-10 | 2015-12-29 | Joseph Pastore | System and method for a removable wheel device for a field game goal |
US9221300B1 (en) * | 2010-05-10 | 2015-12-29 | Joseph Pastore | System and method for a removable wheel device for a field game goal |
US9416807B2 (en) | 2013-03-13 | 2016-08-16 | Conxtech, Inc. | Modular, faceted, block-and-shell node system for connecting elongate frame elements |
USD768420S1 (en) | 2015-03-30 | 2016-10-11 | Conxtech, Inc. | Toe kick |
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US9493326B2 (en) | 2014-01-13 | 2016-11-15 | Conxtech, Inc. | Clasp-and-lug system |
USD777947S1 (en) | 2015-03-30 | 2017-01-31 | Conxtech, Inc. | Modular ladder |
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US9797149B2 (en) * | 2014-07-09 | 2017-10-24 | Western Timber Frame, Inc. | Timber frame structures with improved joint assemblies |
US9803380B2 (en) | 2013-01-24 | 2017-10-31 | Conxtech, Inc. | Plural-story, pipe-support frame system with modular, removably attachable lateral-worker-support scaffolding |
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US10253492B2 (en) * | 2015-08-07 | 2019-04-09 | Nippon Steel & Sumikin Metal Products Co., Ltd. | Column and beam connection structure and method |
US10844606B2 (en) | 2018-10-10 | 2020-11-24 | Bradley Jay Lavery | Timber frame structure with arched roof |
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US11555317B2 (en) | 2018-02-09 | 2023-01-17 | Conxtech, Inc. | Moment connection component clamping tool |
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-
1932
- 1932-02-23 US US594459A patent/US2008087A/en not_active Expired - Lifetime
Cited By (55)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2936905A (en) * | 1957-05-23 | 1960-05-17 | Tote Cart Company | Display bin supporting shelf |
US2893567A (en) * | 1958-07-11 | 1959-07-07 | Bathey Mfg Company | Storage rack construction |
US2984363A (en) * | 1958-07-24 | 1961-05-16 | Mechanical Handling Sys Inc | Adjustable rack |
US3685866A (en) * | 1970-04-15 | 1972-08-22 | Wilfrid J Patenaude | Connector for structural steel |
US3961383A (en) * | 1975-03-10 | 1976-06-08 | Spitz Melvin P | Bed frame having releasably interlocked side rails and crossbars |
US3984884A (en) * | 1975-03-10 | 1976-10-12 | Spitz Melvin P | Bed frame having releasably interlocked side rails and crossbars |
US4068964A (en) * | 1977-02-09 | 1978-01-17 | Stoker Robert J | End plate connection unit for beams |
US4472076A (en) * | 1981-08-24 | 1984-09-18 | Industrial Tool & Die Co. Inc. | Clip for anchoring cross members in telescoping shelf supports |
US4586300A (en) * | 1983-10-28 | 1986-05-06 | Mullin Edward L | Building construction |
US4797020A (en) * | 1987-12-07 | 1989-01-10 | Creative Structures, Inc. | Self-locking mortise and tenon joint |
US5244300A (en) * | 1991-02-28 | 1993-09-14 | Lehigh University | Structural connector approximating a cone of elliptical cross-section |
EP0843053A1 (en) * | 1996-11-15 | 1998-05-20 | Dyckerhoff & Widmann Ag | Frictional connection between column and beam or between beams |
US6371685B1 (en) * | 1998-01-05 | 2002-04-16 | Mpr Associates, Inc. | Wedge clamp for repairing boiling water reactor shroud |
US6464424B1 (en) | 1998-01-05 | 2002-10-15 | Mpr Associates, Inc. | Repaired shroud assembly for boiling water reactor |
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US20050066612A1 (en) * | 2001-08-30 | 2005-03-31 | Simmons Robert J. | Quick-set, full-moment-lock, column and beam building frame system and method |
US8745954B2 (en) | 2001-08-30 | 2014-06-10 | Conxtech, Inc. | Quick-set, full-moment-lock, assemblable and nondestructively disassemblable, column and beam frame system |
US8453414B2 (en) * | 2001-08-30 | 2013-06-04 | Conxtech, Inc. | Quick-set, full-moment-lock, column and beam building frame system and method |
US20070125031A1 (en) * | 2002-03-18 | 2007-06-07 | Simmons Robert J | Method of fabricating a building frame structure |
US20050040662A1 (en) * | 2003-01-27 | 2005-02-24 | Rice Michael R. | Overhead transfer flange and support for suspending a substrate carrier |
US7578647B2 (en) | 2003-01-27 | 2009-08-25 | Applied Materials, Inc. | Load port configurations for small lot size substrate carriers |
US7594789B2 (en) | 2003-01-27 | 2009-09-29 | Applied Materials, Inc. | Overhead transfer flange and support for suspending a substrate carrier |
US7611318B2 (en) * | 2003-01-27 | 2009-11-03 | Applied Materials, Inc. | Overhead transfer flange and support for suspending a substrate carrier |
US20090308030A1 (en) * | 2003-01-27 | 2009-12-17 | Applied Materials, Inc. | Load port configurations for small lot size substrate carriers |
US20080019810A1 (en) * | 2003-01-27 | 2008-01-24 | Applied Materials, Inc. | Overhead transfer flange and support for suspending a substrate carrier |
US20050232734A1 (en) * | 2003-01-27 | 2005-10-20 | Elliott Martin R | Small lot size substrate carriers |
US11346102B2 (en) | 2004-05-18 | 2022-05-31 | Simpson Strong-Tie Company Inc. | Moment frame links wall |
US20140311059A1 (en) * | 2004-05-18 | 2014-10-23 | Simpson Strong-Tie Company, Inc. | Moment frame links wall |
US20070193194A1 (en) * | 2006-02-02 | 2007-08-23 | Marlows Timber Engineering Ltd. | Joists and Floor Panels containing same |
US7941985B2 (en) * | 2007-05-30 | 2011-05-17 | Conxtech, Inc. | Halo/spider, full-moment, column/beam connection in a building frame |
US20080295443A1 (en) * | 2007-05-30 | 2008-12-04 | Conxtech, Inc. | Halo/spider, full-moment, column/beam connection in a building frame |
US9221301B1 (en) * | 2010-05-10 | 2015-12-29 | Joseph Pastore | System and method for a removable wheel device for a field game goal |
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