US1431086A - William hebmae attlt - Google Patents

William hebmae attlt Download PDF

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US1431086A
US1431086A US1431086DA US1431086A US 1431086 A US1431086 A US 1431086A US 1431086D A US1431086D A US 1431086DA US 1431086 A US1431086 A US 1431086A
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slab
bar
william
hebmae
attlt
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02Load-carrying floor structures formed substantially of prefabricated units
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement

Definitions

  • This invention relates to roofing slabs, and more particularly to whatl term a long span slab.
  • the primary object of the invention is to provide a slab ofconcrete or other suitable plastic material of comparatively great length having a reinforcing member associated with the slab in such manner as to effectually prevent sagging or breaking of the central portion of the slab.
  • a further object is to provide a slab and a reinforcing member both of which may be constructed of concrete or similar material provided with simple and eflicient means for securing the reinforcing member to the slab. the slab and reinforcing member being initially separate to facilitate shipping.
  • a further object is to provide a reinforcing member of comparatively light weight which is so constructed and reinforced as to be capable of with standing great strains. Further objects will appear from the detailed description.
  • Figurel is a side view of a slab showing a reinforcing member constructed in accord ance with my invention applied.
  • Figure 2 is an end view of the same.
  • Figure 3 is an underneath view of the reinforcing member.
  • Figure 4 is a section taken substantially on line 4-4 of Figure 1.
  • Slab 1 is formed of concrete in any known or preferred manner and is of uniform thickness, though it will be understood that anyother type of slab preferred may be em- 1 ployed.
  • This slab is adapted to be supported at its end portions upon I-beams a of a roof construction, in the known manner.
  • Concrete slabs employed for roofing purposes have to be comparatively short due to the fact that a long slab is subjected to such strains at its central portion as to ordinarily cause cracking or breaking of the slab. This necessitates placing the purlines or beams of the roofing construction comparatively closely together thus materially increasingthe cost of construction in addition to the increase in time required to placethe short slabs.
  • By making the slabs central portions I effect a saving in time and 111 the cost of construction of a roof.
  • reinforcing bar 2 which extends substantially the full length of slab 1 and is secured thereto at each end. This bar is in close contact with the underface of the slab and serves to effectively reinforce the central portion thereof thus permitting a slab of great length to be usedwhile eliminating breakage of the slab at its longitudinal central portion.
  • the reinforcing bar 2 is of substantially T-shape in cross-section, head 3 of this bar being in close contact with the underface of slab 1.
  • Stem or body 4: of the bar is integrally connected at each end to head 3 by relatively large end blocks 4?.
  • Each of these end blocks is provided with an opening 5 for reception of a securing bolt 6 passed through slab 1 and through the end block, a nut 7 being threaded on the lower end of this bolt, and the head of the bolt being countersunk in the slab.
  • the body 4 of bar 2 tapers from its central portion toward each end.
  • a brace rod 8 is embedded within body 4 of the bar adjacent to and parallel with the lower edge thereof, this bar being of steel or other suitable material.
  • the end portions of the bar extend into blocks 4: and are bent about openings 5 so as to form eyes 9 which encircle these openings and effectively reinforce the blocks at these points.
  • the eyes 9 also provide, in conjunction with bolts 6, anchors for the ends of rod 8, this rod being under tension and serving to greatly strengthen and reinforce the body 4: of bar 2.
  • the bar constructed in this manner may be quickly and easily secured to the slab l and, because of its comparatively light construction and great strength enables a slab of much greater length than the slabs at present use to be employed for roofing purposes.
  • slab 1 is provided with rein forcing rods 1 positioned beneath a washer 1" embedded within the slab, bolt 6 passing through this washer.
  • the washer and the rods serve to take up the strain to which the bolt is subjected and effectually prevent cracking or breaking of the slab at this point.
  • reinforcing bar of T crosssection the head of said .bar being. in contact with the slab and the body of the bar taperin from its center toward each end, said bar eing provided at each end with enlarged blocks connecting said headandbody and provided with bolt receiving openings, a reinforcing rod embedded in the body of the bar and disposed in substantial parallelism with the lower edge thereof, the end portions of said rod extending into the blocks and about said openings, and boltsv secured through the slab and the openings in said blocks.

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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

W. H. AULT.
LONG SPAN SLAB.
APPLICATION FILED FEB 5. 1921.
4 1 ,086 Patented Oct. 3, 1922.
INVENTOR ATTORN EY Patented Dot. 3, 1922.
UNITED starts WILLIAM HERE-Mud ATJ'LT, F NEVT CASTLE, PENNSYLV LoNasPAN SLAB.
Applieatioh filed February 5, 1921. Serial No. 442,702.
To all whom it may concern:
Be .it lrnown that WILLIAM. H RMAN Aura, a citizen of the United States, resid ing New Castle, in the county of Law rence and State of Pennsylvania. have invented new and useful Improvements in Long-Span Slabs, of which the following is a specification.
This invention relates to roofing slabs, and more particularly to whatl term a long span slab.
The primary object of the invention is to provide a slab ofconcrete or other suitable plastic material of comparatively great length having a reinforcing member associated with the slab in such manner as to effectually prevent sagging or breaking of the central portion of the slab. A further object is to provide a slab and a reinforcing member both of which may be constructed of concrete or similar material provided with simple and eflicient means for securing the reinforcing member to the slab. the slab and reinforcing member being initially separate to facilitate shipping. A further object is to provide a reinforcing member of comparatively light weight which is so constructed and reinforced as to be capable of with standing great strains. Further objects will appear from the detailed description.
In the drawings:
Figurel is a side view of a slab showing a reinforcing member constructed in accord ance with my invention applied.
Figure 2 is an end view of the same.
b Figure 3 is an underneath view of the reinforcing member.
Figure 4; is a section taken substantially on line 4-4 of Figure 1.
Slab 1 is formed of concrete in any known or preferred manner and is of uniform thickness, though it will be understood that anyother type of slab preferred may be em- 1 ployed. This slab is adapted to be supported at its end portions upon I-beams a of a roof construction, in the known manner. At present concrete slabs employed for roofing purposes have to be comparatively short due to the fact that a long slab is subjected to such strains at its central portion as to ordinarily cause cracking or breaking of the slab. This necessitates placing the purlines or beams of the roofing construction comparatively closely together thus materially increasingthe cost of construction in addition to the increase in time required to placethe short slabs. By making the slabs central portions I effect a saving in time and 111 the cost of construction of a roof.
To reinforce the slab I provide a reinforcing bar 2 which extends substantially the full length of slab 1 and is secured thereto at each end. This bar is in close contact with the underface of the slab and serves to effectively reinforce the central portion thereof thus permitting a slab of great length to be usedwhile eliminating breakage of the slab at its longitudinal central portion.
The reinforcing bar 2 is of substantially T-shape in cross-section, head 3 of this bar being in close contact with the underface of slab 1. Stem or body 4: of the bar is integrally connected at each end to head 3 by relatively large end blocks 4?. Each of these end blocks is provided with an opening 5 for reception of a securing bolt 6 passed through slab 1 and through the end block, a nut 7 being threaded on the lower end of this bolt, and the head of the bolt being countersunk in the slab. As will be noted more clearly from Figure 1, the body 4 of bar 2 tapers from its central portion toward each end. A brace rod 8 is embedded within body 4 of the bar adjacent to and parallel with the lower edge thereof, this bar being of steel or other suitable material. The end portions of the bar extend into blocks 4: and are bent about openings 5 so as to form eyes 9 which encircle these openings and effectively reinforce the blocks at these points. The eyes 9 also provide, in conjunction with bolts 6, anchors for the ends of rod 8, this rod being under tension and serving to greatly strengthen and reinforce the body 4: of bar 2. The bar constructed in this manner may be quickly and easily secured to the slab l and, because of its comparatively light construction and great strength enables a slab of much greater length than the slabs at present use to be employed for roofing purposes.
As will be noted more clearly from Figures 2 and 4, slab 1 is provided with rein forcing rods 1 positioned beneath a washer 1" embedded within the slab, bolt 6 passing through this washer. The washer and the rods serve to take up the strain to which the bolt is subjected and effectually prevent cracking or breaking of the slab at this point.
' ings What I claim is 1, In combination with a roofing slab, a. reinforcing bar of plastic material of T cross-section the headof the bar being in contact with the slab, said bar being provided at each end with bolt receivin opena reinforcing rod extending t rough the body of the bad and provided at each end with elements extending about said openings, and bolts secured through the slab and the openings of the bar.
2. In combination with a roofingslab, a
reinforcing bar of T crosssection, the head of said .bar being. in contact with the slab and the body of the bar taperin from its center toward each end, said bar eing provided at each end with enlarged blocks connecting said headandbody and provided with bolt receiving openings, a reinforcing rod embedded in the body of the bar and disposed in substantial parallelism with the lower edge thereof, the end portions of said rod extending into the blocks and about said openings, and boltsv secured through the slab and the openings in said blocks.
3. A concrete bar of T cross-section rovided at each end with an enlarged b ock connecting the body and the head of the bar, said blocks being provided with openings for reception of bolts for securing a slab to the bar, and a reinforcing rod embedded in and extendin throughout the length of the body of the l mr, the ends of said rod extending into the blocks and the rod being provided at its ends with eyes surrounding said openings.
In testimon whereof I afiix my si nature.
- WI LIAM HERMAN A LT.
US1431086D William hebmae attlt Expired - Lifetime US1431086A (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3090165A (en) * 1958-08-25 1963-05-21 Paul S Chiado Lightweight molded building slab
US3323263A (en) * 1964-04-27 1967-06-06 Robert K Adams Long-span prestressed beam structure
US3440791A (en) * 1967-04-24 1969-04-29 Arthur L Troutner Composite structural decking
US3848381A (en) * 1973-05-29 1974-11-19 Speed Fab Crete Corp Int Deck panel for roof and floor structures
US4620404A (en) * 1983-06-14 1986-11-04 Polyfab S.A.R.L. Building panel
US5125200A (en) * 1989-12-04 1992-06-30 Hilti Aktiengesellschaft Built-up support member

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3090165A (en) * 1958-08-25 1963-05-21 Paul S Chiado Lightweight molded building slab
US3323263A (en) * 1964-04-27 1967-06-06 Robert K Adams Long-span prestressed beam structure
US3440791A (en) * 1967-04-24 1969-04-29 Arthur L Troutner Composite structural decking
US3848381A (en) * 1973-05-29 1974-11-19 Speed Fab Crete Corp Int Deck panel for roof and floor structures
US4620404A (en) * 1983-06-14 1986-11-04 Polyfab S.A.R.L. Building panel
US5125200A (en) * 1989-12-04 1992-06-30 Hilti Aktiengesellschaft Built-up support member

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