US1350493A - Knockdown building - Google Patents

Knockdown building Download PDF

Info

Publication number
US1350493A
US1350493A US262385A US26238518A US1350493A US 1350493 A US1350493 A US 1350493A US 262385 A US262385 A US 262385A US 26238518 A US26238518 A US 26238518A US 1350493 A US1350493 A US 1350493A
Authority
US
United States
Prior art keywords
sections
members
building
wall
roof
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
US262385A
Inventor
Chauncey M Goodrich
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to US262385A priority Critical patent/US1350493A/en
Application granted granted Critical
Publication of US1350493A publication Critical patent/US1350493A/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
    • E04B1/32Arched structures; Vaulted structures; Folded structures
    • E04B1/3205Structures with a longitudinal horizontal axis, e.g. cylindrical or prismatic structures
    • 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
    • E04B1/32Arched structures; Vaulted structures; Folded structures
    • E04B2001/3235Arched structures; Vaulted structures; Folded structures having a grid frame
    • E04B2001/3241Frame connection details
    • 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
    • E04B1/32Arched structures; Vaulted structures; Folded structures
    • E04B2001/3235Arched structures; Vaulted structures; Folded structures having a grid frame
    • E04B2001/3252Covering details

Definitions

  • his invention relates to Improvements In buildings of the knockdown, or ready to erect class in which the parts are constructed in multiple and adapted to be transported in crates, boxes or bundles to the locality where the building isto be erected and there assembled.
  • the principal object of the present invention is to improve and simplify the construction, decrease the time and labor required to erect the building, and increase the eiciency and utility of the same.
  • Another object ofthe invention is to provide a structure of this character which may be rendered completely sanitary for use as a hospital without material structural change.
  • Another object of the invention is to provide a structure of this character formed in sections so that the length may be increased or decreased by adding or detaching sections.
  • Fig. 2 is a sectional detail IllustratIng the construction of the oor and side walls.
  • Fig.'3 is a perspective view of the shoe for supporting the floor joist and the side and roof supports.
  • Fig. 4 is a view of the blank from which the shoe is constructed.
  • Figs. 5, 6 and 7 are sectional details illustrating the manner of fastening the purlin members, the roof covering and the inner wall or ceiling members in position.
  • Fig. 8 Is a detail side view of portions of the wall and ceiling members and a-portion of one of the 'oining strips, illustrating the3 manner of unIting and supporting the con fronting horizontal edges.
  • ig. 9 is a section on the line 9-9 of F ig. 8.
  • ⁇ igs. 10 and l1 are cross-sectional detail views.
  • the improved structure comprises in general longitudinally directed sill members in sections, joist members in sections and bearing at their ends upon the sills, side and roof supports in sections and preferably semioircular in outline, a plurality of purlin members in sections and extending transversely of the wall and roof supports, wall and roof sectIons engaging over the wall and roof supports, and a ceiling in sections and bearing upon the inner faces of the wall and roof supports.
  • the sill members are represented at 10 and extend longitudinally of the building at each side. Where the building is relatIvely short the sill members will each be in one piece, but for longer buildings the sill members will be in sections abutting end to end and the ends coupled by suitable means.
  • the joists are represented at 12 and bear at their ends over the inner portions of the sills, as shown. l
  • each joist will be in a single piece, but for wider buildings each joist will be in two or more sections abutting end to end with channel shaped coupling members 413 engaging and supporting the adjacent ends and secured thereto by bolts or rivets or other fastening devices.
  • the couplin members will be further supported by locks bearing upon the ground, if required.
  • the walls and roof supports are represented at 14 and formed of L bars arranged in pairs with the confronting webs at spaced intervals.
  • the portion of the plate at the opposite side of the clefts is formed with an intermediate recess 19 and the partsof the plate at opposite sides of the recess bent at ri ht angles to the plate to form wings 20.
  • T e lower ends of the lateral webs of the supporting members 14 are seated in the spaces between the wings 20 and 18 while the outstanding webs are located in the recess 19.
  • the bearing plates with their wings y18 and 20 form shoes or supports for the joist and the supporting members to effectually couple the joist and the supporting mem ers to the sill.
  • the oor of the building restsl upon the joists 12, but as the specific construction of the i'loor is the subject matter of a separate application it is not further described.
  • the lioor will preferablybe in sections corresponding in width to the wall sections.
  • the supporting members 14 will generally be spaced about 4 feet from center to center, and to facilitate the assembling of the units which form the com leted structure, the floor sections will pre erably correspond'in width to the spaces between the members 14.
  • a ceiling or inner covering preferably formed of sections 25 of laminated or wall board material.
  • the sections of wall material Will generally correspond in along the edges, the wall sections 25 are provided with recesses to receive clamp bolts 27, and bearing over the joints between the Wall sections are'binder strips 28.
  • the bolts 27 are headed at their outer ends as shown at 27 "to bear upon the webs 14, and extend at thelrinner ends through the binder strips 28 and threaded to receive clamp nuts 272.
  • the ceiling and wall members are secured in position and may be detached without disturbing the other por- -tions of the structure.
  • thls means the wall and ceiling supports and the inner wall or cover sections are firmly connected and supported with one set of the'bolts.
  • the roof portion of the improved structure is formed of plates 33 of corrugated sheet metal overlapping at their sides and ends and bearing upon the purlins 29 at their overlapping parts, and at intermediate points, if required.
  • the roof plates are coupled to the purlins by hook bolts 34 extending through the overlapping portions of the plates and engaging the purlins by their hooked ends, and secured in position by clamp nuts 34 bearing upon the roof members, as shown.
  • roof plates may be independently connected to the purlins and may be independently attached or detached without disturbing other portions of the structure.
  • the improved building is provided with suitable closures for the ends, not shown as they form no part of the present invention.
  • the wall and ceiling supports 14,-the roof section 33, the wall and ceiling members 25, and the floor. sections 21, are preferably of uniform width, so that the length of the building may be increased practically to an unlimited extent by simply multiplying the sections.
  • a building of any required length may be quickly erected and the parts as quickly disconnected, when re uired.
  • a knock down building vincluding joists, supports, and a connectingmember for securmg the supports to the jolsts com- .los
  • a connecting member comprising a body portion, wings formed along the longitudinal edges of the body portion and bent at right angles thereto to form with the body portion a. socket for the reception of an end of the joist and Wings formed at one end of the body portion and bent at right angles thereto, said Wings spaced from the first mentioned Wings to provide a space for the reception of the flanges of the sup- 25 ports.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

C. M. GOODRICH.
KNOCKDOWN BUILDING.
APPLICATION FILED Nov.1s. |918.
c. M. GOODRICH. KNOCKDOWN BUILDING.
APPLICATION FILED NOV. 13, 1918.
1,350,493. Patented Aug. 24, 1920.
4 SHEETS-SHEET 2.
` C. M. GOODRICH.
KNOCKDOWN BUILDING.
APPLICATION FILED NOV. 13, 1918.
1,350,493. PatentedAug. 24,192.0.
4 SHEES-SHEE] d.
C. IVI. GOODRICH.
KNOCKDOWN BUILDING.
APPLICATION FILED NOVl I3. 1918.
Patented Aug. 24, 1920.
4 SHEEIS-SHEEI 4.
5 nomi-$01.
Mm M
ommen n. Goonnrcn, or THE UNITED sums my.
' Imocxnown BUILDING. l
Specification or Letters Patent. Patented Aug. 24, 1920.
Application led November 13, 1918. Serial No. 262,385.
(FILED UNDER THE ACT F IARCH 3, 1888, 22 STAT. L., 625.)
To all whom z't may concern Y Be it known that I, -CHAUNCEY M. Goon- RICH, major of engineers, U. S. Army, a citizen of the United States, stationed at Washington, D. C., have invented an Improvement in Knockdown Buildings, of which the following is a specification.
The invention described herein may be used by the Government, or any of its oilicers or employees in prosecution of work for the Government, or by any other person in the United States, without payment of any royalty thereon.
his invention relates to Improvements In buildings of the knockdown, or ready to erect class in which the parts are constructed in multiple and adapted to be transported in crates, boxes or bundles to the locality where the building isto be erected and there assembled.
The principal object of the present invention is to improve and simplify the construction, decrease the time and labor required to erect the building, and increase the eiciency and utility of the same. p
Another object ofthe invention is to provide a structure of this character which may be rendered completely sanitary for use as a hospital without material structural change.
Another object of the invention is to provide a structure of this character formed in sections so that the length may be increased or decreased by adding or detaching sections.
With these and other objects in view the invention consists in certain new and useful improvements hereinafter described and specifically set forth in the claims, and in the drawings illustrative of the preferred embodiment of the invention- Figure 1 is a transverse section of theimproved structure.
Fig. 2 is a sectional detail IllustratIng the construction of the oor and side walls.
Fig.'3 is a perspective view of the shoe for supporting the floor joist and the side and roof supports.
Fig. 4 is a view of the blank from which the shoe is constructed.
Figs. 5, 6 and 7 are sectional details illustrating the manner of fastening the purlin members, the roof covering and the inner wall or ceiling members in position.
Fig. 8 Is a detail side view of portions of the wall and ceiling members and a-portion of one of the 'oining strips, illustrating the3 manner of unIting and supporting the con fronting horizontal edges.
ig. 9 is a section on the line 9-9 of F ig. 8.
`igs. 10 and l1 are cross-sectional detail views.
The improved structure comprises in general longitudinally directed sill members in sections, joist members in sections and bearing at their ends upon the sills, side and roof supports in sections and preferably semioircular in outline, a plurality of purlin members in sections and extending transversely of the wall and roof supports, wall and roof sectIons engaging over the wall and roof supports, and a ceiling in sections and bearing upon the inner faces of the wall and roof supports. f
The sill members are represented at 10 and extend longitudinally of the building at each side. Where the building is relatIvely short the sill members will each be in one piece, but for longer buildings the sill members will be in sections abutting end to end and the ends coupled by suitable means.
The joists are represented at 12 and bear at their ends over the inner portions of the sills, as shown. l
If the buildings are relatively narrow, the joists will each be in a single piece, but for wider buildings each joist will be in two or more sections abutting end to end with channel shaped coupling members 413 engaging and supporting the adjacent ends and secured thereto by bolts or rivets or other fastening devices. The couplin members will be further supported by locks bearing upon the ground, if required.
The walls and roof supports are represented at 14 and formed of L bars arranged in pairs with the confronting webs at spaced intervals.
When the side walls and roof are semicircular in outline the supports 14 are correspondingly curved as shown in Fig. 1, and in relatively large buildings the members 14 the outstanding we bs at each side of the building.
Bearm upon the sillmembers and extending geneath each of the ends of the joists 1s a shoe device formed initially as shown in Figs. 3 and 4 of a plate of sheet metal includlng a central body portion 16 with clefts 17 whereby wings 18 are released at one side of the clefts and adapted to be bent at right angles to the body portion, the joist bearing upon the central or intermediate part 16 and the wings 18 bearing upon opposite sides of the'fjoist. The portion of the plate at the opposite side of the clefts is formed with an intermediate recess 19 and the partsof the plate at opposite sides of the recess bent at ri ht angles to the plate to form wings 20. T e lower ends of the lateral webs of the supporting members 14 are seated in the spaces between the wings 20 and 18 while the outstanding webs are located in the recess 19.
The bearing plates with their wings y18 and 20 form shoes or supports for the joist and the supporting members to effectually couple the joist and the supporting mem ers to the sill.
The oor of the building restsl upon the joists 12, but as the specific construction of the i'loor is the subject matter of a separate application it is not further described. The lioor will preferablybe in sections corresponding in width to the wall sections.
The supporting members 14 will generally be spaced about 4 feet from center to center, and to facilitate the assembling of the units which form the com leted structure, the floor sections will pre erably correspond'in width to the spaces between the members 14.
Attached to the inner faces of the supports 14 is a ceiling or inner covering, preferably formed of sections 25 of laminated or wall board material. The sections of wall material Will generally correspond in along the edges, the wall sections 25 are provided with recesses to receive clamp bolts 27, and bearing over the joints between the Wall sections are'binder strips 28. The bolts 27 are headed at their outer ends as shown at 27 "to bear upon the webs 14, and extend at thelrinner ends through the binder strips 28 and threaded to receive clamp nuts 272.
By this means the ceiling and wall members are secured in position and may be detached without disturbing the other por- -tions of the structure.
receive binding nuts 32 which engage the adjacent faces of the strips. By thls means the wall and ceiling supports and the inner wall or cover sections are firmly connected and supported with one set of the'bolts.
The roof portion of the improved structure is formed of plates 33 of corrugated sheet metal overlapping at their sides and ends and bearing upon the purlins 29 at their overlapping parts, and at intermediate points, if required.
The roof plates are coupled to the purlins by hook bolts 34 extending through the overlapping portions of the plates and engaging the purlins by their hooked ends, and secured in position by clamp nuts 34 bearing upon the roof members, as shown.
By the arrangement of parts shown the roof plates may be independently connected to the purlins and may be independently attached or detached without disturbing other portions of the structure.
The improved building is provided with suitable closures for the ends, not shown as they form no part of the present invention.
As before stated the wall and ceiling supports 14,-the roof section 33, the wall and ceiling members 25, and the floor. sections 21, are preferably of uniform width, so that the length of the building may be increased practically to an unlimited extent by simply multiplying the sections. Thus, given a plurality of the wall and floor sections and two sets of the end sections, a building of any required length may be quickly erected and the parts as quickly disconnected, when re uired.
n the higher class of buildings, or those in which a plurality of the Wall members 25 are required for each frame section, their contiguous ends will be coupled by rooved or channeled strips 46, as shown 1n igs. 8 and 9.
Having thus described the invention what is desired to secure by Letters' Patent is:
1. A knock down building, vincluding joists, supports, and a connectingmember for securmg the supports to the jolsts com- .los
ranged 1n pairs and joined together along;l
adjacent flanges to form substantially a T- beam, and a connecting member comprising a body portion, wings formed along the longitudinal edges of the body portion and bent at right angles thereto to form with the body portion a. socket for the reception of an end of the joist and Wings formed at one end of the body portion and bent at right angles thereto, said Wings spaced from the first mentioned Wings to provide a space for the reception of the flanges of the sup- 25 ports.
CHAUNCEY M. GOODRICH.
US262385A 1918-11-13 1918-11-13 Knockdown building Expired - Lifetime US1350493A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US262385A US1350493A (en) 1918-11-13 1918-11-13 Knockdown building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US262385A US1350493A (en) 1918-11-13 1918-11-13 Knockdown building

Publications (1)

Publication Number Publication Date
US1350493A true US1350493A (en) 1920-08-24

Family

ID=22997272

Family Applications (1)

Application Number Title Priority Date Filing Date
US262385A Expired - Lifetime US1350493A (en) 1918-11-13 1918-11-13 Knockdown building

Country Status (1)

Country Link
US (1) US1350493A (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2590588A (en) * 1946-09-07 1952-03-25 David A Wallace Structure
US2627949A (en) * 1946-09-16 1953-02-10 Corwin D Willson Demountable shelter
US2666233A (en) * 1949-01-12 1954-01-19 Edwin O Klemm Prefabricated building construction
US3079025A (en) * 1961-07-03 1963-02-26 Leslie E Herman Knockdown box or pallet bin
DE1163524B (en) * 1958-03-17 1964-02-20 Aluminium Walzwerke Singen A vaulted cross-section made of two panels that meet at the apex
FR2351220A1 (en) * 1976-05-14 1977-12-09 Lindblad Leif Ab BUILDING STRUCTURE EASY TO ERIGATE AND TO DISASSEMBLE AND PROCESS FOR ITS ASSEMBLY
US5060426A (en) * 1986-04-18 1991-10-29 Hypertat Corporation Building structure
US6360492B1 (en) 2000-06-15 2002-03-26 James M. Ross Portable shade shelter for small aircraft
US6524722B2 (en) 2001-03-15 2003-02-25 Contech Technologies, Inc. Corrugated structural metal plate
US20100018598A1 (en) * 2006-12-19 2010-01-28 Ashimori Industry Co., Ltd. Conduit repair structure
US20100266349A1 (en) * 2009-02-27 2010-10-21 Jennmar Corporation Impact Resistant Lagging, Method For Designing Impact Resistant Lagging, and Apparatus for Testing Impact Resistant Lagging

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2590588A (en) * 1946-09-07 1952-03-25 David A Wallace Structure
US2627949A (en) * 1946-09-16 1953-02-10 Corwin D Willson Demountable shelter
US2666233A (en) * 1949-01-12 1954-01-19 Edwin O Klemm Prefabricated building construction
DE1163524B (en) * 1958-03-17 1964-02-20 Aluminium Walzwerke Singen A vaulted cross-section made of two panels that meet at the apex
US3079025A (en) * 1961-07-03 1963-02-26 Leslie E Herman Knockdown box or pallet bin
FR2351220A1 (en) * 1976-05-14 1977-12-09 Lindblad Leif Ab BUILDING STRUCTURE EASY TO ERIGATE AND TO DISASSEMBLE AND PROCESS FOR ITS ASSEMBLY
US5060426A (en) * 1986-04-18 1991-10-29 Hypertat Corporation Building structure
US6360492B1 (en) 2000-06-15 2002-03-26 James M. Ross Portable shade shelter for small aircraft
US6524722B2 (en) 2001-03-15 2003-02-25 Contech Technologies, Inc. Corrugated structural metal plate
US20100018598A1 (en) * 2006-12-19 2010-01-28 Ashimori Industry Co., Ltd. Conduit repair structure
US8327886B2 (en) * 2006-12-19 2012-12-11 Ashimori Industry Co., Ltd. Conduit repair structure
US20100266349A1 (en) * 2009-02-27 2010-10-21 Jennmar Corporation Impact Resistant Lagging, Method For Designing Impact Resistant Lagging, and Apparatus for Testing Impact Resistant Lagging
US9249663B2 (en) * 2009-02-27 2016-02-02 Fci Holdings Delaware, Inc. Impact resistant lagging, method for designing impact resistant lagging, and apparatus for testing impact resistant lagging

Similar Documents

Publication Publication Date Title
US1350493A (en) Knockdown building
US2180317A (en) Metal decking
US3037590A (en) Interlocked panel structure
US3414300A (en) Structural connection
US3651612A (en) Floor joist
US3330087A (en) Long span, high load, composite truss joist
US3066771A (en) Prefabricated bridge deck panels
US3185267A (en) Interlocked panel structure
US2638637A (en) Building frame construction
US2840014A (en) Joint for a wooden truss
US1652612A (en) Building joist and beam coupling
US2200159A (en) Construction element
US2717664A (en) Metal panel construction
RU2546703C1 (en) Dome
US2736397A (en) Long span arch rib buildings
US2295248A (en) Refabricated plywood panel unit
US3541749A (en) Metal truss
US2205725A (en) Beam structure
US2647475A (en) Knockdown arch structure
US3229333A (en) Building frame bracket
US3019491A (en) Composite truss deck
US2101073A (en) Structural building element and building made therefrom
US3537224A (en) Truss joist with case-connected web members
US2407252A (en) Prefabricated building
US1413828A (en) Metallic studding