US1355657A - Post-cap - Google Patents

Post-cap Download PDF

Info

Publication number
US1355657A
US1355657A US368917A US36891720A US1355657A US 1355657 A US1355657 A US 1355657A US 368917 A US368917 A US 368917A US 36891720 A US36891720 A US 36891720A US 1355657 A US1355657 A US 1355657A
Authority
US
United States
Prior art keywords
post
cap
side plates
bolts
post cap
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
US368917A
Inventor
Sidney L Dryfoos
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.)
DUPLEX HANGER Co
Original Assignee
DUPLEX HANGER Co
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 DUPLEX HANGER Co filed Critical DUPLEX HANGER Co
Priority to US368917A priority Critical patent/US1355657A/en
Application granted granted Critical
Publication of US1355657A publication Critical patent/US1355657A/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
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604Connections specially adapted therefor
    • 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
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604Connections specially adapted therefor
    • E04B2001/2644Brackets, gussets or joining plates
    • YGENERAL 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
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00Joints and connections
    • Y10T403/44Three or more members connected at single locus
    • Y10T403/443All encompassed

Definitions

  • My Vinif'entioii relates to improvements iii ⁇ post caps ol' the type adapted to be constructed of steel plate and has for its Object the provision of a post cap which affords a greater initial and ultimate strength than is secured by any other like structure of the saine weight and'cos't Ot manufacture.
  • Another object orn my invention is the avoidance of the expense for labor and the delay in preparing the end of the supporting post, which necessarily is involved by the use or" the well known and commonly used sheet metal post cap of the prior art, disclosed in the patent to' Tuteur, No. 761,020, May 24th, iaei.
  • the post cap comprises two flat side plates united by lateral .bolts with an inverted Ll-shaped bearingplate.
  • Figure l is a view ink elevation showing a post cap of my invention with the supported girders and upper and lower posts in'position, but adjacently broken away.
  • Fig. 2 is avertical section on line 2 2 ofV Fig. l.
  • Fig. 3 and Fig. 5 respectively illustrate in perspective, the disassembled side plates
  • FIG. 4 similarly shows the associated supporting plate therefor.
  • Fig. 6 is a perspective view cut in vertical section illustrating the employment of my improved post cap.
  • Figs. 3, 4 and ⁇ 5 comprising twol side plates a, I), and an 'intermediate bearing member or supporting plate c' of substantially U-shape, which isl adapted to fit within the recesses of the side plates and .receive support along its depending edges throughout the lengths of the shoulders a, o.
  • Theseside rplates are readily out', shaped and punched from steelplate, Vwhile the bearing member 4may be similarly formed or it may be fabricated from suitable structural shapes or channel members.
  • a plurality Ot transverse bolts Z serve to connect the members of the post cap in the well known manner, but with the depending legs of the channel or Ushaped bearing plate irmly clamped within the recessed side portions intermediately of the side plates. It will be very readily understood that with the upper and lower posts j, c, inserted within the post cap, wherein they accurately fit., this bearing plate is substantially reinforced by the side plates lthroughout their respective length, so that the bolts are relieved from excessive strain of the weight carried upon girders g, 71,. In consequence, the post cap of my invention may be made of less length than that of the prior art, and still afford equal support oct. 12,519.20.
  • .I may also insertv rivets ,jjto
  • a post cap formedl from steelplate members comprising a bearingmemberhavling; ⁇ its side portions downwardly extending ⁇ V ⁇ at yright angles tothe bodyY thereof, Vside plates intermediately offset aboveand be- ⁇ Vlow vthe downturned side portions'of said bearing member suflici'ently to accommodate the saineand afforda iiush receptacle or cap for the supporting" post', and means for f uniting' said bearing member and side plates,
  • A' post capfformed v'from steel plate members comprising a bearingplate rectangularly bentdownward along both edges to the dimensions of the supporting post and substantially throughout r its entireV length, -twe side plates'intermediately offset to. accommodate the vdowntnrned, edges ofv substantially as set forth. l: f
  • iri'post cap comprising two steel plate sides intermediatelyV shaped to'form recesses affording supporting shoulders above and below, and a substantiallyU-shaped bearing member inserted between said side plates with its legs flush with the side walls, and. transverse bolts uniting s aiddsidev plates and securing the, bearing memberv within, their "recesses, substantially ,as vset forth.

Description

` s.l L. DRYFoos.
POST CAP.
. APPLICATION FILED MAR. 26, 1920- 1,355,657. Patented Oct. 12, 1920.
gUNITED STATES vPATENT OFFICE. -f
sIDNEY L. DRYEOOs,A Yor CLEVELAND, OHIO, assiGNoE To THE yDinrnitx'HANGER'- COMPANY, OE CLEVELAND, Omo7 A CORPORATION OE OHIO.
POST-CAD.
YApplicanam 1aed March 2s, i920.' serial No. 368,917.
Be it known that l, Sinner L. DRYroos, a citizen oi the TJnited States' of America, residing at Cleveland, inV the county of Cuyahoga and State of Ohio, have invented certain new and useful Improvements in Post-Caps, of which the following is a specitication. Y A
My Vinif'entioii relates to improvements iii` post caps ol' the type adapted to be constructed of steel plate and has for its Object the provision of a post cap which affords a greater initial and ultimate strength than is secured by any other like structure of the saine weight and'cos't Ot manufacture.
Another object orn my invention is the avoidance of the expense for labor and the delay in preparing the end of the supporting post, which necessarily is involved by the use or" the well known and commonly used sheet metal post cap of the prior art, disclosed in the patent to' Tuteur, No. 761,020, May 24th, iaei.
Referring to the structure therein set forth. it is seen that the post cap comprises two flat side plates united by lateral .bolts with an inverted Ll-shaped bearingplate.
liese bolts alone are depended upon in use, for transmitting the strain to the s ideA plates and said bolts, accordingly, are subjected to extreme shearing action. Moreover, the
vdepending legs of the U-shaped bearing dependently ot the connecting. bolts orV rivets, while the depending' side portions of said supporting plate are disposed iii re cesses formed in the side plates, so that they are flush with the major portions of the respective side vplates, andshaping or trimming of the supporting post is com-k pletely eliminated.
rl`he structural features of the post capV embodying my invention and its further ad* vantages may be best explained by making Specification of Letters Patent.
Patented reference to the accompanying drawings,'
wherein:
Figure l is a view ink elevation showing a post cap of my invention with the supported girders and upper and lower posts in'position, but adjacently broken away.
Fig. 2 is avertical section on line 2 2 ofV Fig. l.
Fig. 3 and Fig. 5 respectively illustrate in perspective, the disassembled side plates,
while Fig. 4 similarly shows the associated supporting plate therefor.
Fig. 6 is a perspective view cut in vertical section illustrating the employment of my improved post cap.
` Throughout the several igures of the drawings I have employed the same charaoter of reference to indicate similar parts, but it should .be noted that `for purposes 'of illustration, the cross section of the sheet rmetal has been somewhat exaggerated asv compared with the requirements of ordi-v nary practice.
' The several members of thefpost cap are shown in Figs. 3, 4 and`5, comprising twol side plates a, I), and an 'intermediate bearing member or supporting plate c' of substantially U-shape, which isl adapted to fit within the recesses of the side plates and .receive support along its depending edges throughout the lengths of the shoulders a, o. Theseside rplates are readily out', shaped and punched from steelplate, Vwhile the bearing member 4may be similarly formed or it may be fabricated from suitable structural shapes or channel members.
A plurality Ot transverse bolts Z serve to connect the members of the post cap in the well known manner, but with the depending legs of the channel or Ushaped bearing plate irmly clamped within the recessed side portions intermediately of the side plates. It will be very readily understood that with the upper and lower posts j, c, inserted within the post cap, wherein they accurately fit., this bearing plate is substantially reinforced by the side plates lthroughout their respective length, so that the bolts are relieved from excessive strain of the weight carried upon girders g, 71,. In consequence, the post cap of my invention may be made of less length than that of the prior art, and still afford equal support oct. 12,519.20.
for
supporting post'e is' apparent. VThis involves unnecessary expense for laborV and an appreciable reduction in the cross section, of the uper end of said post. Thus, in erecting'the building, theposts c, f may be in-V serted'in placewithout framing, and'held in their assembled relation `by lag screwsz', before placing said posts 1n position within' the structure. This materially advances v building operations, with a reduction in the cost of labor, when my improved postcap is used. Y Y
It will be appreciated that practically the same advantages are present inthe use of this post cap in inverted relation, .e., with the legs of the U-Shaped bearing member positioned above the level of saidv plate, and
Ihave employed Vthe terms herein and in the appended claims K relatively, vmerely .as
l.cap of my invention, I claim as new and" desire tosecure Vby Letters Patent, the' fol-. lowing:
descriptive of thepreferred position-i ofthe post cap. f
In order to ing member, .I may also insertv rivets ,jjto
gsupplement the bolts d; these serving to clamp thev depending edges yof the bearing member securely within thesupporting recesses, preferably adjacent to theY eXtreini# ties thereof.V Under ordinary lconditions I however, a plurality ofbolts. which insureV more vready assemblage of the post cap, are all that are required for connecting the respective members thereof.
Having now described the improved post l, A'post capconstru'cted vfrom steel plate, comprising a U-shaped bearing member, two
steel side plates respectively offset inter mediately to accommodate the lateral portions of ,said bearingmember and afford thetimbers and the load carried there- Y With the cited post cap ofthe priorart" the necessity for framing and fitting the afford additional initial sup` port for the engaging edges of the bear-l support therefor, and means for uniting said `side plates and bearing membeig substan-V tially as set forth. y V f K 2. A post cap formedl from steelplate members, comprising a bearingmemberhavling;` its side portions downwardly extending` V`at yright angles tothe bodyY thereof, Vside plates intermediately offset aboveand be- `Vlow vthe downturned side portions'of said bearing member suflici'ently to accommodate the saineand afforda iiush receptacle or cap for the supporting" post', and means for f uniting' said bearing member and side plates,
substantially as set forth. Y e,
3. A' post capfformed v'from steel plate members, comprising a bearingplate rectangularly bentdownward along both edges to the dimensions of the supporting post and substantially throughout r its entireV length, -twe side plates'intermediately offset to. accommodate the vdowntnrned, edges ofv substantially as set forth. l: f
5. iri'post cap comprising two steel plate sides intermediatelyV shaped to'form recesses affording supporting shoulders above and below, and a substantiallyU-shaped bearing member inserted between said side plates with its legs flush with the side walls, and. transverse bolts uniting s aiddsidev plates and securing the, bearing memberv within, their "recesses, substantially ,as vset forth.
In testimony whereof Ido 'now aiiX` my signature. v 1 SIDNEY L.` VDRYFOOS.v
ders, and meansV for gripping" said member between the side plates and therebyconnect,-` in'nj the several members of said post' cap,`
US368917A 1920-03-26 1920-03-26 Post-cap Expired - Lifetime US1355657A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US368917A US1355657A (en) 1920-03-26 1920-03-26 Post-cap

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US368917A US1355657A (en) 1920-03-26 1920-03-26 Post-cap

Publications (1)

Publication Number Publication Date
US1355657A true US1355657A (en) 1920-10-12

Family

ID=23453290

Family Applications (1)

Application Number Title Priority Date Filing Date
US368917A Expired - Lifetime US1355657A (en) 1920-03-26 1920-03-26 Post-cap

Country Status (1)

Country Link
US (1) US1355657A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2840014A (en) * 1956-10-12 1958-06-24 Mckinley Joint for a wooden truss
FR2470892A1 (en) * 1979-12-06 1981-06-12 Guillaumond Gabriel Coupling plates for assembly of beams - has tongued channel-shaped elements fitted to ends of beams and joined by U=shaped element
GB2516776B (en) * 2011-10-18 2016-07-27 Simpson Strong-Tie Company Inc Portal frame
US11155977B2 (en) 2017-04-27 2021-10-26 Simpson Strong-Tie Company, Inc. Portal frame with lap joint for moment resistance

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2840014A (en) * 1956-10-12 1958-06-24 Mckinley Joint for a wooden truss
FR2470892A1 (en) * 1979-12-06 1981-06-12 Guillaumond Gabriel Coupling plates for assembly of beams - has tongued channel-shaped elements fitted to ends of beams and joined by U=shaped element
GB2516776B (en) * 2011-10-18 2016-07-27 Simpson Strong-Tie Company Inc Portal frame
US9759005B2 (en) 2011-10-18 2017-09-12 Simpson Strong-Tie Company, Inc. Portal frame
US11155977B2 (en) 2017-04-27 2021-10-26 Simpson Strong-Tie Company, Inc. Portal frame with lap joint for moment resistance

Similar Documents

Publication Publication Date Title
DE1271335B (en) Detachable connection of shelf supports to posts of storage racks, shelves or the like.
DE2608788A1 (en) WALL CLOTHING CAN BE BOND-OFF DUE TO PRESSURE DIFFERENCES IN AND OUT
US1355657A (en) Post-cap
DE1609485A1 (en) Prefabricated folded structure
DE102015200105A1 (en) Concrete construction in modular design
DE2114494C3 (en) Prefabricated reinforced concrete double shell for the production of reinforced concrete walls
CH294607A (en) Detachable construction.
US913402A (en) Fence post and wire fastener.
US620594A (en) Edmund ketchum
US3099468A (en) Structural connector
US1884333A (en) Truck body
EP3026199B1 (en) Cavity wall anchor
DE923243C (en) Polygon expansion for mine sections
DE420312C (en) Wooden mast
US1149632A (en) Tie.
US1678177A (en) Bracket for shores
DE963684C (en) Multi-part foot for track expansion profiles
DE578208C (en) Pit stamp
DE512875C (en) Stockless anchor
DE2308901C3 (en) Light metal crane girder of an overhead traveling crane in triangular construction
US825036A (en) Plate and stake structure for gondola cars.
US619952A (en) Carline
DE399325C (en) Carrying iron for concrete ceilings
DE1052660B (en) Roof construction made of curved shells, especially double-curved reinforced concrete shells
DE1946947A1 (en) Large-capacity container such as a transportable cabin