US917859A - Reinforced-concrete slab. - Google Patents

Reinforced-concrete slab. Download PDF

Info

Publication number
US917859A
US917859A US46427308A US1908464273A US917859A US 917859 A US917859 A US 917859A US 46427308 A US46427308 A US 46427308A US 1908464273 A US1908464273 A US 1908464273A US 917859 A US917859 A US 917859A
Authority
US
United States
Prior art keywords
slab
concrete
reinforced
frame
concrete slab
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
US46427308A
Inventor
Warnie Albert Fusch
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 US46427308A priority Critical patent/US917859A/en
Application granted granted Critical
Publication of US917859A publication Critical patent/US917859A/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
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal

Definitions

  • the object of the present invention is to a fiooring for bridges and buildings.
  • the invention also -has for its object to Another object of the invention is to provide a slab of the kind stated which is strong and durable, and which 'can be easily and'
  • Figure 1 of the accompanying drawings is shown inperspective, a poi'tion of a bridge fioor, showing the application of the invention.
  • Fic'. 2 isV a perspective view4 of the frame of the slab, together with the reinforcing members.
  • Fig. 3j is a plan view partly broken away showing the corner fastening Fig. 4 ⁇ 1s a transverse section of the slab.
  • Fig. -5 is a plan lview of a modified ⁇ form of corner fittings.
  • the frame is rectangul ar in shape, and may be of any size desired.
  • the construction of the frame I employ channel beams, -the clearly 'shown in Fi 4 of the drawings.
  • the frame 5 is ed with concrete 7 which is embedded a reinforcing member 8 l Fig. 2.
  • Tongues or hooks 9 are punched in the Web of the channel frame at the sides and ends thereof, to Which tongues or hooks the ends of the wire netting used as al reinforcing are secured.
  • the several slabs are secured together at their corners by means of plates 10 which are set into horizontal slits 11 punched in the web of the channel frame at each corner.
  • the top flange of the channel, at each corner of the frame has an opening 12 to receive *a pin 13 which passes through a hole in the plate 10, whereby the slabs are securely fastened together.
  • the adjoining corners of the slabs at the end of the floor may also be coupled as herein dethat the slits of adjoining slabs register in i order that the coupling plates may be placed tliereinto.
  • TheV slab hereindescribed is strong and durable and can be easily and cheaply maiiufactured.
  • the outer lsurfaces of the filler are flush with the outer sul-faces of the flanges 6, whereby the slab is given asmooth surface.
  • the flanges 6 extend over the' corners of the filler. which protects the same and prevents the edges thereof from being broken or worn away, and it adds greatly t o the strength of the slab.
  • Any style of reinforcing can be used, and if desired the corner connection of the slabs may be a plate or ring 17 'with a hole 18 large enough in diame-.
  • slabs can be made of any size or shape desired, and after the concrete has 'become seasoned', they may beshipped to .the building site, and placed in position for iiniiiediate use, regardless of the state of the weather and without delayin travel/,if used for bridge fiooring.
  • the sla s can also 'be used in the construction of floors in buildings,
  • a concrete structure comprising a WVARNIE ALBERT FUSCH. closed metallic frame having hooks punched fitnessesz out from the body thereof and located on the GEo.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Floor Finish (AREA)

Description

W. A. FUSCH. REINPORGED coNoRE LED NO TB SLAB.
Patented Apr. 13, 1909.4 zvs MTs-SHEET 1.
W. A. FUSCH. EEINFORGED CONCRETE SLAB.
Patented Apr. 13, 1909.
2 SHBETS-SHEET 2.
.provide a reinforced concrete slab for use as reinforced concrete Which can be sliipped to IO provide novel means for joining the slabs,
aiid for fastening them to the joists.
` cheaply manufactured.
f ings, 5 denotes the metallic frame ofthe slab.
'consisting of wire netting as clearly shown in and Without delaying travel.
`of the sl abs.
vilanges 6 of which are inwardly directed as WARNIE ALBERT FUSCH,
PATENT oriiion.
orb DECATUR, iLLiNois.
I REINFORCED-CONCRETE SLAB.
Specification of Letters Patent.
v ratented April 13,1909.
Appiication fiied November 24, 1908. seriai No. 464,273,
To all 'whom 'it 'ma/y concern:
Be it known that I, WARNIE A. FUscH, a citizen of the United States, residing at Decatur, in the county of Macon and State of Illinois, have invented a new and useful Re-l inforced-Concrete Slab, of which the following is a specification.
The object of the present invention is to a fiooring for bridges and buildings.
Reinforced concrete is being used for bridge floors, and the usual-systein of building the same is by using a metal arcli the ends of which rest on the lower fiaiiges of the joists. The wet concrete is filled in above the arches to lthe desired height. ThisI method of constructing the fiooi'ing is ob-- jectionable because it cannot be employed during freezing weather with satisfactoi'y results. Another objection is that after thel concrete fioor has been completed, it is necessary that it should be seasoned before it can .be used for travel,I thus causing a delay to travel after the floor has been completed. My invention consists of a portable slab of the building site and placed in position for imiiiediate use, regardless of' the Weather,
The invention also -has for its object to Another object of the invention is to provide a slab of the kind stated which is strong and durable, and which 'can be easily and' In Figure 1 of the accompanying drawings is shown inperspective, a poi'tion of a bridge fioor, showing the application of the invention.. Fic'. 2 isV a perspective view4 of the frame of the slab, together with the reinforcing members. Fig. 3jis a plan view partly broken away showing the corner fastening Fig. 4 `1s a transverse section of the slab. Fig. -5 is a plan lview of a modified`form of corner fittings.
. Referring more-particularly to'the draw- The frame is rectangul ar in shape, and may be of any size desired. In the construction of the frame I employ channel beams,, -the clearly 'shown in Fi 4 of the drawings.
. The frame 5 is ed with concrete 7 which is embedded a reinforcing member 8 l Fig. 2. Tongues or hooks 9 are punched in the Web of the channel frame at the sides and ends thereof, to Which tongues or hooks the ends of the wire netting used as al reinforcing are secured. lThe several slabs are secured together at their corners by means of plates 10 which are set into horizontal slits 11 punched in the web of the channel frame at each corner. The top flange of the channel, at each corner of the frame has an opening 12 to receive *a pin 13 which passes through a hole in the plate 10, whereby the slabs are securely fastened together. The adjoining corners of the slabs at the end of the floor may also be coupled as herein dethat the slits of adjoining slabs register in i order that the coupling plates may be placed tliereinto. A
- TheV slab hereindescribed is strong and durable and can be easily and cheaply maiiufactured. The outer lsurfaces of the filler are flush with the outer sul-faces of the flanges 6, whereby the slab is given asmooth surface. The flanges 6 extend over the' corners of the filler. which protects the same and prevents the edges thereof from being broken or worn away, and it adds greatly t o the strength of the slab. Any style of reinforcing can be used, and if desired the corner connection of the slabs may be a plate or ring 17 'with a hole 18 large enough in diame-.
ter to receive the four pins as shown in Fig. 5. These slabs can be made of any size or shape desired, and after the concrete has 'become seasoned', they may beshipped to .the building site, and placed in position for iiniiiediate use, regardless of the state of the weather and without delayin travel/,if used for bridge fiooring. The sla s can also 'be used in the construction of floors in buildings,
I sar/,sae
lslabs thereon having horizontal slits at their inclosed by said frame, and reinforcing memcorners, the slits of adjoiningsiabs registering, I bers embedded in the concrete and secured a cou ling plate in said slits, and secured to to the hooks.
the s abs, and a plate secured in the slits I In testimon that I claim the foregoing 5 of theend siabs, and having a depending as my own, I ave hereto affixed my signa- 15;
flange overlapping the adjacent joist. ture m the presence of two Witnesses.
3. A concrete structure comprising a WVARNIE ALBERT FUSCH. closed metallic frame having hooks punched fitnessesz out from the body thereof and located on the GEo. A. CALDWELL,
10*4 inside' of the, frame, concrete filling the space G. B. MosBERGER.
US46427308A 1908-11-24 1908-11-24 Reinforced-concrete slab. Expired - Lifetime US917859A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US46427308A US917859A (en) 1908-11-24 1908-11-24 Reinforced-concrete slab.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US46427308A US917859A (en) 1908-11-24 1908-11-24 Reinforced-concrete slab.

Publications (1)

Publication Number Publication Date
US917859A true US917859A (en) 1909-04-13

Family

ID=2986294

Family Applications (1)

Application Number Title Priority Date Filing Date
US46427308A Expired - Lifetime US917859A (en) 1908-11-24 1908-11-24 Reinforced-concrete slab.

Country Status (1)

Country Link
US (1) US917859A (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2838299A (en) * 1955-07-29 1958-06-10 Toledo Scale Corp Weighbridge
US2921462A (en) * 1958-02-17 1960-01-19 Wilson Thomas Woodrow Interlocking pre-cast panels
US3090165A (en) * 1958-08-25 1963-05-21 Paul S Chiado Lightweight molded building slab
US3372519A (en) * 1965-10-23 1968-03-12 Lockheed Aircraft Corp Intersecting, modular barrier clamp joint
US3604174A (en) * 1968-11-25 1971-09-14 Thomas J Nelson Jr Lightweight structual panel
US3804050A (en) * 1971-10-21 1974-04-16 Exxon Research Engineering Co Permanent ballast arrangement for externally insulated tankers
US5342141A (en) * 1993-03-10 1994-08-30 Close Darrell R Movable surface paving apparatus and method for using the same
US20040020154A1 (en) * 2000-07-22 2004-02-05 Hubertus Greschbach Module for building platforms
US20090107060A1 (en) * 2007-10-27 2009-04-30 Ellis J Nigel Portable safety skylight replacement assembly
US20140306088A1 (en) * 2013-04-16 2014-10-16 Richard J. Dryburgh Concrete slab forming apparatus
US20150014886A1 (en) * 2012-02-17 2015-01-15 Lifting Point Pty Ltd. Preformed formwork for forming concrete floor slab for a height adjustable shipping container building sturcture

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2838299A (en) * 1955-07-29 1958-06-10 Toledo Scale Corp Weighbridge
US2921462A (en) * 1958-02-17 1960-01-19 Wilson Thomas Woodrow Interlocking pre-cast panels
US3090165A (en) * 1958-08-25 1963-05-21 Paul S Chiado Lightweight molded building slab
US3372519A (en) * 1965-10-23 1968-03-12 Lockheed Aircraft Corp Intersecting, modular barrier clamp joint
US3604174A (en) * 1968-11-25 1971-09-14 Thomas J Nelson Jr Lightweight structual panel
US3804050A (en) * 1971-10-21 1974-04-16 Exxon Research Engineering Co Permanent ballast arrangement for externally insulated tankers
US5342141A (en) * 1993-03-10 1994-08-30 Close Darrell R Movable surface paving apparatus and method for using the same
US20040020154A1 (en) * 2000-07-22 2004-02-05 Hubertus Greschbach Module for building platforms
US7398626B2 (en) * 2000-07-22 2008-07-15 Hubertus Greschbach Module for building platforms
US20090107060A1 (en) * 2007-10-27 2009-04-30 Ellis J Nigel Portable safety skylight replacement assembly
US8122673B2 (en) * 2007-10-27 2012-02-28 Ellis J Nigel Portable safety skylight replacement assembly
US20150014886A1 (en) * 2012-02-17 2015-01-15 Lifting Point Pty Ltd. Preformed formwork for forming concrete floor slab for a height adjustable shipping container building sturcture
US20140306088A1 (en) * 2013-04-16 2014-10-16 Richard J. Dryburgh Concrete slab forming apparatus
US9169643B2 (en) * 2013-04-16 2015-10-27 Richard J. Dryburgh Concrete slab forming apparatus

Similar Documents

Publication Publication Date Title
US917859A (en) Reinforced-concrete slab.
US1596284A (en) malmgren
US2270846A (en) Building construction
US2069755A (en) Building construction
US2462415A (en) Building construction
KR101566801B1 (en) Prefabricated construction using half slab
US1374356A (en) Reinforced concrete construction
US1079152A (en) Concrete construction.
US1863734A (en) Building structure
US1392402A (en) Building-wall construction
US1564264A (en) Concrete floor and ceiling construction
US1394550A (en) Concrete building-slab
US2885939A (en) Screed expansion joint
US2095422A (en) Truss beam
US1955584A (en) Plank construction system
US1589716A (en) Composition studding
US2015340A (en) Reenforced concrete road construction
US2505902A (en) Wall structure embodying panel units
US1017067A (en) Building-slab.
US2211667A (en) Joists and structural connections thereto
US2217675A (en) Concrete building structure
US1954891A (en) Building construction
US1013591A (en) Means and apparatus for concrete construction.
US1860398A (en) Building structure
US1275874A (en) Concrete lining for shafts.