US2237226A - Roof construction - Google Patents
Roof construction Download PDFInfo
- Publication number
- US2237226A US2237226A US312134A US31213440A US2237226A US 2237226 A US2237226 A US 2237226A US 312134 A US312134 A US 312134A US 31213440 A US31213440 A US 31213440A US 2237226 A US2237226 A US 2237226A
- Authority
- US
- United States
- Prior art keywords
- arches
- roof
- roofing
- segments
- braces
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/08—Vaulted roofs
Definitions
- Figure 4 is a detail view in perspective of one Patented Apr. 1, 1941 OFFICE ROOF CONSTRUCTION Thomas T. High, Miami, Fla. Application January z, 194e, Serial No. 312,134
- the present invention relates to new and useful improvements in steel roof or span constructions and has for its primary object to provide, in a manner as hereinafter set forth, a structure of this character of novel form whereby a comparatively large area may be covered without the necessity of using intermediate supports, such as posts, pillars, etc.
- Another very important object'of the invention is to provide a roof or span construction of the aforementioned character which may be expeditiously erected and taken down without the necessity of using special tools or machinery,
- Still another important object of the invention is to provide a roof or span structure of the character described which may be of any desired dimensions.
- Figure 1 is a view in side elevation of an embodiment of the invention.
- Figure 2 is an elevational view ofanend portion of therooi'.
- Figure 3 is a view in vertical sectionv through of the plates. 7
- Figure 5 is a cross sectional view through a portion of the roof.
- Figure 6 is a detail view in perspective of one of the arch brackets.
- Figure 7 is a detail view in perspective of one of the arch segments.
- struts I! are of sufli- Figure 8 is a detail view insperspectlve of one of the arch braces.
- Figure 9 is a detail view in elevation of one of the rings for the crossed arch braces.
- Figure 10 is a view in side elevation of a portion of another form of he invention.
- brackets 6 Rigidly secured at spaced points on the plates 2 are brackets 6.
- the reference numeral 1 designates generally a plurality of spaced arches of suitable metal which'are mounted on the brackets 6.
- Each arch 1 comprises a plurality of segments 8 having overlapping end portions rigidly secured together through the medium of bolts 9.
- the reference numeral l3 designates roofing mounted on the arches 1.
- the roofing conforms to the curvature of the arches I and, referring to Figure 5 of the drawings, it will be seen that the sections of said roofing are of 'sumcient width to extend between the adja-- cent arches.
- the roofing sections l3 comprise. overlapping marginal portions 2
- are provided with interlocked V portions II which extend adjacent the opposite sides of the arches I. Then, the
- roofing is firmly securedto the arches through tliemeciium of J bolts l5.
- Washers IQ of suitable material are provided beneath the bolt nuts I! for preventing leiikage around the bolts;
- the structure may be expeditiously erected without the use of special equipment. Further, the structure may betaken down if desired and there 'will- .be practically no-- loss of material.
- a structure of the class described comprising a plurality of spaced arches, roofing mounted on said'arches, said roofing comprising sections including overlapping marginal portions resting on the arches, said overlapping portions including substantially V-shaped interlocked portions on opposite sides of the arches, and means for anchoring the roofing sections on said arches.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Description
April 1, I941. 'r.- 1, HIGH 2,237,226
noor consmuc'nou Filed Jan. 2, 1940 s Sheets-Sheet 2 A itorneys April 1,1941 T. i. HlGH 22323226 1 ROOF CONSTRUCTION,
Filed Jan. 2, 1940 3 Shoots-Sheet .3
7 ZTJQHy/Y Atiorneys an intermediate portion of the roof." Figure 4 is a detail view in perspective of one Patented Apr. 1, 1941 OFFICE ROOF CONSTRUCTION Thomas T. High, Miami, Fla. Application January z, 194e, Serial No. 312,134
(or. i s-.4)
' is a tie rod 4 to prevent spreading, this tie rod 7 2 Claims.
The present invention relates to new and useful improvements in steel roof or span constructions and has for its primary object to provide, in a manner as hereinafter set forth, a structure of this character of novel form whereby a comparatively large area may be covered without the necessity of using intermediate supports, such as posts, pillars, etc.
Another very important object'of the invention is to provide a roof or span construction of the aforementioned character which may be expeditiously erected and taken down without the necessity of using special tools or machinery,
Still another important object of the invention is to provide a roof or span structure of the character described which may be of any desired dimensions. v
Other objects of the invention are to provide a roof or span construction which will be comparatively simple, strong, durable, light in weight and which may be manufactured and erectedat..
low cost.
All of the foregoing and still further objects and advantages of the invention will become apparent from a study of the following specification, taken in connection with the accompanying drawings wherein like characters of reference designate corresponding parts throughout the several views, and wherein:
Figure 1 is a view in side elevation of an embodiment of the invention. g c
Figure 2 is an elevational view ofanend portion of therooi'.
Figure 3 is a view in vertical sectionv through of the plates. 7
Figure 5 is a cross sectional view through a portion of the roof.
Figure 6 is a detail view in perspective of one of the arch brackets.
Figure 7 is a detail view in perspective of one of the arch segments.
will also be noted that the struts I! are of sufli- Figure 8 is a detail view insperspectlve of one of the arch braces.
Figure 9 is a detail view in elevation of one of the rings for the crossed arch braces.
Figure 10 is a view in side elevation of a portion of another form of he invention.
Referring now to the rawings in detail, it will be seen that thereference numeral l designates including turnbuckles I for tightening.
Rigidly secured at spaced points on the plates 2 are brackets 6. The reference numeral 1 designates generally a plurality of spaced arches of suitable metal which'are mounted on the brackets 6. Each arch 1 comprises a plurality of segments 8 having overlapping end portions rigidly secured together through the medium of bolts 9.
Extending between thearches l are pairs of. crossed braces III. The braces II are provided with eyes II on their ends which'accommodate the bolts 9. Thus, the same bolts which secure the segments I together also secure the braces II to the arches. Rings ll connect the crossed collapsing. The ends of the struts I! are secured to the joints of the arch segments 8. It
cientlength to skip several of the segments I of the archesiL The reference numeral l3 designates roofing mounted on the arches 1. Of course, the roofing it conforms to the curvature of the arches I and, referring to Figure 5 of the drawings, it will be seen that the sections of said roofing are of 'sumcient width to extend between the adja-- cent arches. The roofing sections l3 comprise. overlapping marginal portions 2| which rest on the arches I. The portions 2| are provided with interlocked V portions II which extend adjacent the opposite sides of the arches I. Then, the
roofing is firmly securedto the arches through tliemeciium of J bolts l5. Washers IQ of suitable material "are provided beneath the bolt nuts I! for preventing leiikage around the bolts;
It will thus be seen that a metallic roof or span has been provided of such construction as ,to obviate intermediate supporting pillars, etc.
It will also be observed that-the structure may be expeditiously erected without the use of special equipment. Further, the structure may betaken down if desired and there 'will- .be practically no-- loss of material.
/ inner and outer arches i8 and I9, respectively, 0
a pair of spaced walls. Mounted on the walls I are metallic plates 2 which are secured by anchors 3, Extending between the plates 2 on the walls I In Figure 10 of the drawings'there is illustrated a modification to be used when unusual strength is desired. This modification comprises which are spaced from each. other through the medium of braces 20." In other respects, this; modification issubstantially similar in construction to that form of the invention shown in Figs. 1 to 9, inclusive.
It is believed that the many advantages of a steel roof or span construction in accordance with the present invention will be readily understood and although preferred embodiments are as illustrated and described, it is to be underat their ends, in eyes engaged with the joints of the arch segments, securing elements passing 'through the eyes and the overlapping end portions of the segments for rigidly securing said segments and crossed braces together, and rings connecting the crossed braces at the points where they intersect.
A structure of the class described comprising a plurality of spaced arches, roofing mounted on said'arches, said roofing comprising sections including overlapping marginal portions resting on the arches, said overlapping portions including substantially V-shaped interlocked portions on opposite sides of the arches, and means for anchoring the roofing sections on said arches.
THOMAS I. HIGH.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US312134A US2237226A (en) | 1940-01-02 | 1940-01-02 | Roof construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US312134A US2237226A (en) | 1940-01-02 | 1940-01-02 | Roof construction |
Publications (1)
Publication Number | Publication Date |
---|---|
US2237226A true US2237226A (en) | 1941-04-01 |
Family
ID=23210029
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US312134A Expired - Lifetime US2237226A (en) | 1940-01-02 | 1940-01-02 | Roof construction |
Country Status (1)
Country | Link |
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US (1) | US2237226A (en) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2802432A (en) * | 1952-03-31 | 1957-08-13 | Pont Henri Maclaine | Rafter principals for use in roofs of large span |
US3501876A (en) * | 1968-01-02 | 1970-03-24 | William H Engle | Modular structure |
US3656267A (en) * | 1970-03-23 | 1972-04-18 | Leslie I Parker | Structures of two basic elements |
FR2351220A1 (en) * | 1976-05-14 | 1977-12-09 | Lindblad Leif Ab | BUILDING STRUCTURE EASY TO ERIGATE AND TO DISASSEMBLE AND PROCESS FOR ITS ASSEMBLY |
US4173857A (en) * | 1977-11-22 | 1979-11-13 | Yoshiharu Kosaka | Double-layered wooden arch truss |
US4860504A (en) * | 1988-04-14 | 1989-08-29 | Lawrence Albert B R | Stressed structure shelter |
US6266932B1 (en) * | 1999-04-29 | 2001-07-31 | Harry Norman Van Tassel | Bow module portable modular structure |
US20080226846A1 (en) * | 2005-08-19 | 2008-09-18 | Contra Vision Limited | Structural Assembly With a Tied, Flexurally Deformed Panel |
US20100011641A1 (en) * | 2006-08-21 | 2010-01-21 | Contra Vision Limited | Structural assembly with a flexed, tied panel |
-
1940
- 1940-01-02 US US312134A patent/US2237226A/en not_active Expired - Lifetime
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2802432A (en) * | 1952-03-31 | 1957-08-13 | Pont Henri Maclaine | Rafter principals for use in roofs of large span |
US3501876A (en) * | 1968-01-02 | 1970-03-24 | William H Engle | Modular structure |
US3656267A (en) * | 1970-03-23 | 1972-04-18 | Leslie I Parker | Structures of two basic elements |
FR2351220A1 (en) * | 1976-05-14 | 1977-12-09 | Lindblad Leif Ab | BUILDING STRUCTURE EASY TO ERIGATE AND TO DISASSEMBLE AND PROCESS FOR ITS ASSEMBLY |
US4221100A (en) * | 1976-05-14 | 1980-09-09 | Lief Lindblad Entreprenend Ab | Method for erecting an easily erectable and dismountable building |
US4173857A (en) * | 1977-11-22 | 1979-11-13 | Yoshiharu Kosaka | Double-layered wooden arch truss |
US4860504A (en) * | 1988-04-14 | 1989-08-29 | Lawrence Albert B R | Stressed structure shelter |
US6266932B1 (en) * | 1999-04-29 | 2001-07-31 | Harry Norman Van Tassel | Bow module portable modular structure |
US20080226846A1 (en) * | 2005-08-19 | 2008-09-18 | Contra Vision Limited | Structural Assembly With a Tied, Flexurally Deformed Panel |
US8215041B2 (en) | 2005-08-19 | 2012-07-10 | Contra Vision Limited | Structural assembly with a tied, flexurally deformed panel |
US20100011641A1 (en) * | 2006-08-21 | 2010-01-21 | Contra Vision Limited | Structural assembly with a flexed, tied panel |
US8832980B2 (en) | 2006-08-21 | 2014-09-16 | Contra Vision Limited | Structural assembly with a flexed, tied panel |
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