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US379217A - Spiral girder - Google Patents

Spiral girder Download PDF

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Publication number
US379217A
US379217A US379217DA US379217A US 379217 A US379217 A US 379217A US 379217D A US379217D A US 379217DA US 379217 A US379217 A US 379217A
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Prior art keywords
spiral
girder
rods
cables
compression
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    • AHUMAN NECESSITIES
    • A47FURNITURE; DOMESTIC ARTICLES OR APPLIANCES; COFFEE MILLS; SPICE MILLS; SUCTION CLEANERS IN GENERAL
    • A47JKITCHEN EQUIPMENT; COFFEE MILLS; SPICE MILLS; APPARATUS FOR MAKING BEVERAGES
    • A47J43/00Implements for preparing or holding food, not provided for in other groups of this subclass
    • A47J43/04Machines for domestic use not covered elsewhere, e.g. for grinding, mixing, stirring, kneading, emulsifying, whipping or beating foodstuffs, e.g. power-driven
    • A47J43/07Parts or details, e.g. mixing tools, whipping tools
    • A47J43/0705Parts or details, e.g. mixing tools, whipping tools for machines with tools driven from the upper side
    • A47J43/0711Parts or details, e.g. mixing tools, whipping tools for machines with tools driven from the upper side mixing, whipping or cutting tools

Definitions

  • My invention relates to a novel manner of constructing a spiral girder, in which a spiral or hoop of metal is used to hold in position the various braces and tension rods or cables composing the spiral girder.
  • a spiral or hoop of metal is used to hold in position the various braces and tension rods or cables composing the spiral girder.
  • I attain this object by the mechanism illustrated in the accompanying drawings, in Which- Figure l is a side elevation of the spiral girder.
  • Fig. 2 shows in parta longitudinal section through the tension and compression rods or pipes of the girder.
  • Fig. 3 shows an end elevation of the brace-plates between which the spiral is confined.
  • A are the breast-plates, between which the spiral of girder is confined.
  • Bis aspiral composed of iron, and is instrumental in keeping the tension and comprese sion rods or pipes through which the whole strain of the girder is taken at their respective distances apart.
  • C are rods or cables extending the entire length of the girder, and bind the girder together.
  • D are the compression rods or pipes th rough which the compression strain ofgirder is taken.
  • E is a guy rod or cable, and is secured tothe breast-plates A at each end, the middle part oi' said guy-rod passing underneath the spiral of girder.
  • rl ⁇ he spiral B is secured to the breast-plates A by the rods or cables C and nuts c, the said rods or cables taking into the said breastplates.
  • the cables or rods C pass through the metal of spiral, and are secured at each end to the breast-plates A by nuts e.
  • Each individual compression rod or pipe D equals in length the 'distance between the suecessive helical surfaces of the spiral, and each conti nuous line of said compression pipes acts as one undivided length.
  • a cable C passing through the center of each individual compression-pipe, forms each of the said lines of compression-pipes into one, so that each of the said continuous lines acts as one incor-V porate whole.
  • the guy-rod E is of importance in certain cases that the girder may be placed in, notably when the girder is supported at each end. Vhen the girder is supported at the middle, such guy-rod is of no service; or, .if used, it should be placed diametrically opposite, or on the top side of girder.
  • the guy-rod E of which there may be several, sustains a similar strain as the tensionrods C ofthe gir-der, and also acts as a diagonal brace.
  • the spiral girder is applicable in all cases of ordinary girders, and the same form of girder is suitable to be used for masts of' vessels, lighthouses, or wherever a vertical column requires to be erected to agreat vertical height.

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Food Science & Technology (AREA)
  • Rod-Shaped Construction Members (AREA)

Description

Patented Mar. 13, 188s.
W. W'. GREEN.
SPIRAL GIRDER.
(No Model.)
UNITED STATES PATENT OFFICE.
WILLIAM WAREN GREEN,
OF CHICAGO, ILLINOIS.
SPIRAL GIRDER.
SPECIFICATION forming part of Letters Patent No. 379.217. dated March 13, 1888. Application filed September 22, 1886. Renewed August 1l. 18N. Serial No. 246,682. (No model. l
To aZZ whom it may concern:
Be it known that I, WILLIAM WAREN GREEN, of Chicago, Illinois, have invented a new and useful Spiral Gir-der, of which the following is a full, clear, and accurate description.
My invention relates to a novel manner of constructing a spiral girder, in which a spiral or hoop of metal is used to hold in position the various braces and tension rods or cables composing the spiral girder. I attain this object by the mechanism illustrated in the accompanying drawings, in Which- Figure l is a side elevation of the spiral girder. Fig. 2 shows in parta longitudinal section through the tension and compression rods or pipes of the girder. Fig. 3 shows an end elevation of the brace-plates between which the spiral is confined.
Similar letters of reference indicate corresponding parts throughout the several views.
A are the breast-plates, between which the spiral of girder is confined.
Bis aspiral, composed of iron, and is instrumental in keeping the tension and comprese sion rods or pipes through which the whole strain of the girder is taken at their respective distances apart.
C are rods or cables extending the entire length of the girder, and bind the girder together.
D are the compression rods or pipes th rough which the compression strain ofgirder is taken.
E is a guy rod or cable, and is secured tothe breast-plates A at each end, the middle part oi' said guy-rod passing underneath the spiral of girder.
rl`he spiral B is secured to the breast-plates A by the rods or cables C and nuts c, the said rods or cables taking into the said breastplates. The cables or rods C pass through the metal of spiral, and are secured at each end to the breast-plates A by nuts e.
Each individual compression rod or pipe D equals in length the 'distance between the suecessive helical surfaces of the spiral, and each conti nuous line of said compression pipes acts as one undivided length. A cable C, passing through the center of each individual compression-pipe, forms each of the said lines of compression-pipes into one, so that each of the said continuous lines acts as one incor-V porate whole.
The guy-rod E is of importance in certain cases that the girder may be placed in, notably when the girder is supported at each end. Vhen the girder is supported at the middle, such guy-rod is of no service; or, .if used, it should be placed diametrically opposite, or on the top side of girder.
The guy-rod E, of which there may be several, sustains a similar strain as the tensionrods C ofthe gir-der, and also acts as a diagonal brace.
The spiral girder is applicable in all cases of ordinary girders, and the same form of girder is suitable to be used for masts of' vessels, lighthouses, or wherever a vertical column requires to be erected to agreat vertical height.
Having thus described my invention, what I claim as new and original, land desire to secure by Letters Patent, is as follows:
1. rPhe combination, in a spiral gil-der, of the spiral B, extending from and connecting with the breastplates A, the tension rods or cables C, passing through each successive helix of the spiral B and connecting with 'the breast-plates A, and the compression pipes or rods D, which reach from helix to helix of spiral B, substantially as shown and described.
2. The combination, in a spiral girder, With the guy rods or cables E, extending from breastplate to breast plate of the spiral P, and coinpression-pipes D, reaching from helix to helix of spiral, ot the rods or cables C, secured to the breast-plates A by nuts c, substantially as shown and described.
WILLIAM WAREN GREEN.
Vitnesses:
WM. H. Ross, E. D. GREEN.`
US379217D Spiral girder Expired - Lifetime US379217A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2511974A (en) * 1950-06-20 Hangar tent
US5730556A (en) * 1992-07-01 1998-03-24 Keller Limited Removable ground anchor
US8201294B1 (en) * 2010-01-28 2012-06-19 Haewon Lee Triple helix horizontal spanning structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2511974A (en) * 1950-06-20 Hangar tent
US5730556A (en) * 1992-07-01 1998-03-24 Keller Limited Removable ground anchor
US8201294B1 (en) * 2010-01-28 2012-06-19 Haewon Lee Triple helix horizontal spanning structure

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