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US1990155A - Joist - Google Patents

Joist Download PDF

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Publication number
US1990155A
US1990155A US532837A US53283731A US1990155A US 1990155 A US1990155 A US 1990155A US 532837 A US532837 A US 532837A US 53283731 A US53283731 A US 53283731A US 1990155 A US1990155 A US 1990155A
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US
United States
Prior art keywords
rods
joist
reinforcing
tie rods
young
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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US532837A
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.)
LEONIE S YOUNG
Original Assignee
LEONIE S YOUNG
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 LEONIE S YOUNG filed Critical LEONIE S YOUNG
Priority to US532837A priority Critical patent/US1990155A/en
Application granted granted Critical
Publication of US1990155A publication Critical patent/US1990155A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/20Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members

Definitions

  • Fig. 1 is a detail perspective view of a section of joist embodying my invention.
  • Fig. 2 is a detail side elevation of the reinforcement member of one-half of a joist, the position and relation of the concrete being indicated by dotted lines.
  • the joist is made up of a web portion 1 having reinforcing rod 21 and in the base a pair of reinforcing rods 31, 32 in spaced relation to each other.
  • Tie rods 4, 4 to resist the sheering strain are disposed in a plane vertically between the reinforcing rod 21 and the rods 31, 32.
  • the lower ends of these rods are disposed between the pairs of rods 31, 32 and are electrically welded in place.
  • Inclined tie rods 5 are spaced in close proximity to each other towards each end and-are widely spaced toward the center of the joist or beam. This results in great economy of the material and, owing to the fact that the rods are welded to- 8. head 2 and a base 3.
  • the cross section is not deformed and straight rods and tie rods are straight and the full value of the material is secured.
  • the pair of reinforcing rods at each side of the upwardly extending stay rod, a balanced structure is secured.
  • slightly varying the size of the rods it is possible to meet any specification requirement.
  • a pre-cast joist or beam of concrete with reinforcing consisting of a single rod in the head and a pair of rods in the base, and tie rods disposed and secured between the rods at the base and to the top rod by welding the end tie rods being at right angles and the intermediate tie rods being inclined upwardly and outwardly.
  • a pre-cast reinforced concrete beam or joist with a reinforcement comprising continuous longitudinal strands at top and bottom thereof with straighficross strands welded thereto the end tie rods being at right angles and the intermediate tie rods being inclined upwardly and outwardly from the center toward the ends of the 35 joist.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Reinforcement Elements For Buildings (AREA)

Description

H. F. YOUNG Feb. 5, 1935.
JOIST Filed April 25, 1951 ATTORNEY 5' Patented Feb. 5, 1935 UNITED STATES PATENT OFFICE one-half to L'eonie Mich; Leonie S. Young S. Young, Kalamazoo,
administratrix of said Howard F. Young, deceased Application April 25, 1931, Serial No. 532,837
2 Claims.
The objects of the invention are:
First, to provide an improved joist of concrete containing light weight aggregates such as Haydite, a vitrified aerated clay product, or cinder 5 or other light weight agregates, although' the invention is adapted to the production of concrete beams generally which, however, as ordinarily made, are so heavy as to be cumbersome.
Second, to provide a beam or joist with an im- 10 proved arrangement of reinforcing material.
Third, to provide an improved reinforcement for use in I-beams or joists.
Objects pertaining to details and economies of construction and operation will ,appear from the description to follow. I carryout my invention by the devices and means illustrated in the accompanying drawing, in which:
Fig. 1 is a detail perspective view of a section of joist embodying my invention.
Fig. 2 is a detail side elevation of the reinforcement member of one-half of a joist, the position and relation of the concrete being indicated by dotted lines.
The joist is made up of a web portion 1 having reinforcing rod 21 and in the base a pair of reinforcing rods 31, 32 in spaced relation to each other. Tie rods 4, 4 to resist the sheering strain are disposed in a plane vertically between the reinforcing rod 21 and the rods 31, 32. The lower ends of these rods are disposed between the pairs of rods 31, 32 and are electrically welded in place. Inclined tie rods 5 are spaced in close proximity to each other towards each end and-are widely spaced toward the center of the joist or beam. This results in great economy of the material and, owing to the fact that the rods are welded to- 8. head 2 and a base 3. In the head is disposed a gether, the cross section is not deformed and straight rods and tie rods are straight and the full value of the material is secured. By disposing the pair of reinforcing rods at each side of the upwardly extending stay rod, a balanced structure is secured. By slightly varying the size of the rods it is possible to meet any specification requirement.
The projecting ends of. the stay rods, of course, afiord additional bond where they project above and below the reinforcing rods, all accomplished with great economy of material.
This application for patent is a continuation in part of my application filed Dec. 9, 1929, Ser. No. 412,654.
I desire to claim the specific structure that I have illustrated and also to claim the invention broadly as pointed out in the appended claims.
Having thus described my invention, what I claim as new and desire to secure by Letters Pat- 2o ent is:
1. A pre-cast joist or beam of concrete with reinforcing consisting of a single rod in the head and a pair of rods in the base, and tie rods disposed and secured between the rods at the base and to the top rod by welding the end tie rods being at right angles and the intermediate tie rods being inclined upwardly and outwardly.
2. A pre-cast reinforced concrete beam or joist with a reinforcement comprising continuous longitudinal strands at top and bottom thereof with straighficross strands welded thereto the end tie rods being at right angles and the intermediate tie rods being inclined upwardly and outwardly from the center toward the ends of the 35 joist.
HOWARD F. YOUNG.
US532837A 1931-04-25 1931-04-25 Joist Expired - Lifetime US1990155A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US532837A US1990155A (en) 1931-04-25 1931-04-25 Joist

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US532837A US1990155A (en) 1931-04-25 1931-04-25 Joist

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US1990155A true US1990155A (en) 1935-02-05

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US532837A Expired - Lifetime US1990155A (en) 1931-04-25 1931-04-25 Joist

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3856113A (en) * 1971-11-23 1974-12-24 Keijser & Co Ab C Framework construction
US4142340A (en) * 1977-07-11 1979-03-06 Howard Milton L Building enclosure made from standard construction unit in side walls and roof deck
US4817356A (en) * 1984-02-08 1989-04-04 Scott Christopher R Construction systems and elements thereof
US5022210A (en) * 1984-02-08 1991-06-11 Scott Christopher R Construction systems and elements thereof
WO1997028322A1 (en) * 1996-02-02 1997-08-07 Damjanic, Frano Precast lightweight concrete housing construction system
WO1997029252A1 (en) * 1996-02-09 1997-08-14 Damjanic, Frano Precast lightweight concrete halls construction system
WO1997035078A3 (en) * 1996-03-19 1997-10-30 Damjanic Frano Bearing elements of completely reinforced lightweight concrete structures
WO1997044539A3 (en) * 1996-05-22 1997-12-24 Damjanic Frano Completely reinforced lightweight concrete halls and houses construction system
US20050257336A1 (en) * 2004-05-19 2005-11-24 Reynolds Zachary M Enhanced girder system

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3856113A (en) * 1971-11-23 1974-12-24 Keijser & Co Ab C Framework construction
US4142340A (en) * 1977-07-11 1979-03-06 Howard Milton L Building enclosure made from standard construction unit in side walls and roof deck
US4817356A (en) * 1984-02-08 1989-04-04 Scott Christopher R Construction systems and elements thereof
US5022210A (en) * 1984-02-08 1991-06-11 Scott Christopher R Construction systems and elements thereof
WO1997028322A1 (en) * 1996-02-02 1997-08-07 Damjanic, Frano Precast lightweight concrete housing construction system
WO1997029252A1 (en) * 1996-02-09 1997-08-14 Damjanic, Frano Precast lightweight concrete halls construction system
WO1997035078A3 (en) * 1996-03-19 1997-10-30 Damjanic Frano Bearing elements of completely reinforced lightweight concrete structures
WO1997044539A3 (en) * 1996-05-22 1997-12-24 Damjanic Frano Completely reinforced lightweight concrete halls and houses construction system
US20050257336A1 (en) * 2004-05-19 2005-11-24 Reynolds Zachary M Enhanced girder system
US7448103B2 (en) * 2004-05-19 2008-11-11 Reynolds Zachary M Enhanced girder system
US20090025330A1 (en) * 2004-05-19 2009-01-29 Reynolds Zachary M Enhanced girder system
US7870628B2 (en) 2004-05-19 2011-01-18 Reynolds Zachary M Enhanced girder system

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