US1259698A - Reinforced concrete. - Google Patents

Reinforced concrete. Download PDF

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US1259698A
US1259698A US14502617A US14502617A US1259698A US 1259698 A US1259698 A US 1259698A US 14502617 A US14502617 A US 14502617A US 14502617 A US14502617 A US 14502617A US 1259698 A US1259698 A US 1259698A
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block
slab
flange
ropes
concrete
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Walter Wilson
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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
    • E04B5/43Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/06Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced

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  • This invention relates to reinforced concrete for building structures of the kind in which the reinforcement of the concrete blocks, beams, joists, slabs, arches, etc., consists of one, or more, wire ropes or cables tightened and held under tension.
  • wire ropes, or cables it has been proposed to use steel lattice work, or wires, or wire netting, or the like, as an additional reinforcement.
  • the wire ropes or cables have been used in conjunction with wood or metal frames, or beams, or the like. It has also been proposed to make such slabs, blocks, etc., hollow with a thickened marginal edge or flange.
  • the blocks, slabs, etc. are not made in the usual way but are each cast, or formed, in a mold having the reinforcing, or main reinforcing, wire cable or cables secured therein so as to be near the edges of the finished block or slab which is made more or less hollow at the center, constituted by a thin web or part, while the sides or edges are thickened to such extent as may be found desirable or necessary to properly cover and embed the reinforcing, or main reinforcing cable, or cables.
  • These thickened edges constitute reinforced marginal ribs or flanges which give great strength to the blocks or slabs while serving as means whereby they can be readily secured together by means of bolts or otherwise.
  • the flanges or ribs would be reinforced by a main cable reinforcement while the thin central part would be reinforced by a subsidiary reinforcement composed of wires passed around or attached to the cables at the sides and (or) ends of the block or slab.
  • the outside walls and also partition or inner walls as Well if so desired, as the ceiling, or ceilings, and floor, or floors, of the building would be composed of concrete slabs, or blocks, preferably of rectangular formation and these would be bolted and keyed or otherwise fastened together, so as to form a strong and permanent structure while the window and door and other frames, etc., would be also molded and reinforced in the yard and then fitted in position and secured by bolting, keying, or otherwise.
  • reinforced concrete can be made into blocks ,or slabs of various shapes or forms to suit their places in the building and so that they can be readily and speedily fitted in place and secured, the ordinary expensive timbering dispensed with.
  • Figure 1 shows the mold. 'or frame in which the reinforced block-is made in the yard, a portion of the frame is broken away at the center.
  • Fig. 2 is a fragmentary section of the frame, taken on'the line as, m, Fig. 1. Th1s section is made to an enlarged scale so as to show the parts more clearly.v
  • Figs. 3, 4, and 5 are respectively, a side elevation, a plan, and a section (the section being taken on the line 3 3 Fig. 4) of the reinforced concrete slab or block after it has been molded, the reinforcement being indicated by dotted lines.
  • Fig. 6 is a fragmentary section of the block or slab taken on the line z, 2, Fig. 4.
  • I provide a metal or other foundation 1 upon which I mold or fit a die block 3, of a shape suitable to give the desired hollow formation to the finished slab.
  • this die block is made of cement.
  • I fit a rectangular wood or metal frame 2 which constitutes .the sides and ends of the mold.
  • I fix'into the foundation four upright pins or anchors 4, one being located near each corner of the frame.
  • These pins can be held in sockets in the foundation 1 or be otherwise rigidl supported. Having erected these pins slip upon each of them'a metal sleeve 5 (see Fig. 2) of the same height as the frame 2, although the ins 4 may project above it.
  • main wire rope or cable (indicated at 6, Figs. 2 and 3) and pass it round about the four ins and outside the sleeves thereof, the ends being brought together and secured by a screw coupling 7, or by other means.
  • a screw coupling is preferred as it can be readily ti htened up and the cable braced taut roumI about the upright pins.
  • the cable after being stralned, is, at the center, bent downward and further tightened as shown at Fig. 3, by means of cross tubes 8, weighted down by means of heavy weights app ied thereto or forced down by means of screws suitably applied, the idea being to stretch the cable 6 and maintain it under stron tension.
  • I may also pass round about the s eeves of the uprights an upper wire rope 9 and a correspondlng lower wire rope 10, these ropes being each joined by conlmgs or the like so as to be endless and being laid parallel to one another and to the top of the frame, as shown clearly at Fig. 2 and thereafter strained tight. I then brace the sides of the wire rope 9 together by means of diagonally arranged cross wires 11 which are pu led tight and then tied in. position and these constitute a subsidiary reinforcement for the thin central part of the slab.
  • the ropes 9 and 10 are or may also be 9 and 10 may be temporarily braced laterally to the wood framing by means of screws and nuts 14.
  • the concrete When the reinforcement has been properly arranged in the mold the concrete is filled in and thoroughly packed so as to fill up the spaces between the cement 3 and the wood framing 2, and, when the concrete sets it will have the wire cables or ropes and wires embedded therein in a state of tension.
  • the pins 4 When the concrete has thoroughly set, the pins 4 are removed and the slab is taken out of the mold with the ropes and wires embedded therein and also the sleeves 5 embedded therein. These sleeves appear as holes in the molded block, see Fi 3 and 4.
  • the cross tubes 8 are also embe ded in the block and are indicated by the holes 8, Figs. 3 and 5.
  • the block as it appears at Figs. 3 and 4, has two cross ribs 16 dividing'the hollow underside into three ortions as indicated b the dotted lines. It is thought prefera le to have these two cross ribs 16 as they give greater strength to the block under compressive stresses.
  • a sleeve 5 is seen and also the main cable 6 and the auxiliary wire ropes or cables 9, 10, together with the wire lattice work 13 and one of the tubes 8.
  • Fig. 6 shows clearly the two auxilia wire ropes or cables 9, 10 and the lattice wires 13 and longitudinal wires 12. 18 shows a portion of the hollow-space at the underside of the block.
  • the reinforcement is very complete and that the wires and cables extend through the material in all directions.
  • the sleeves 5 are very useful, as also are the tubes 8, as they form means whereby the slab can be readily raised or lifted by a crane or otherwise, and also in some-cases for bolting the slabs to ether.
  • the slabs may be interlocked. or keyed together when being fitted in position for a floor or a wall, or the like, they are, preferably, made with dovetail grooves on the sides and ends.
  • dovetail grooves One of these dovetail grooves is indicated at 17, Fig. 5, and at 17,
  • distance pieces 21 can be fitted at suitable positions between the ropes 9 and 10 to keep them apart.
  • the various cables, ropes, and wires are strained in the yard or other place of manufacture so as to be under tension when the concrete is filled into the mold and they remain under tension in the finished article, so that the building is made with blocks or slabs containing tensioned reinforcement. This obviates the necessity for any tensioning at the building site.
  • the wire bracing or lattice work may be used or not as desired.
  • a rectangular concrete slab, block, or the like, for structural work having a continuous marginal flange reinforced by means of tensioned wire ropes disposed in the flange and extending around same the ropes bein arranged one above the other in the dept of the flange and being retained in position by means of uprights in the flange.
  • a rectangular concrete slab, block, or the like, for structural work having a projecting flange extending continuously around the edge thereof the flange being reinforced by means of wire rope strained to tension around uprights disposed one at. each corner of the slab or block and located in the flange.
  • a rectangular concrete slab, block, or the like, for structural work having a flange extending continuously around the edge thereof, the flange belng reinforced by a plurality of wire ropes disposed one above the other and held in tension in the concrete of the flange.
  • a rectangular concrete slab, block, or the like having a flange extending around the edge thereof the flange being reinforced by a plurality of wire ropes disposed one above the other and held in tension, these ropes being connected together by latticed wires.
  • a rectangular concrete block or slab made with an external flange at each edge, wire ropes parallel to and above one another embedded in the flange and extending right around the block or slab, anchoring devices at each corner of the slab for said wire ropes and wires connecting and binding the parallel ropes together.
  • a rectangular concrete block or sl'ab made with an external marginal flange, superp'osed wire ropes parallel with one another embedded in the flange and extending right around the block or slab, anchoring devices at each corner of the slab for said wire ropes and a rope disposed between the parallel ropes and which is held inclined partially at each end and straight at the center and means for holding the intermediate wire rope in position arranged between the aforesaid ropes and extending around the said anchoring devices.
  • a rectangular concrete block or slab made with an external flange, two superposed wire ropes parallel with one another embedded in the flange and extendin right around the block or slab, anchoring evices at each corner of the slab for said wire ropes, a rope which is inclined at etch end and straight at the center arranged between the aforesaid ropes and extending around the said anchoring devices and means embedded in the concrete for retaining the last 'mentioned rope in position.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Rod-Shaped Construction Members (AREA)

Description

W. WILSON.
REINFORCED CONCRETE.
APPLICATION FILED JAN- 21. 1911.
1,259,698. A Patented Mar. 19, 1918.
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W. WILSON.
REINFORCED CONCRETE.
APPLICATION FILED JAN.27.1911.
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WALTER WILSON, OF DUNFERMLINE, SCOTLAND.
REINFORCED concnn'rn.
Specification of Letters Patent.
Patented Mar. 19, 1918.
Application filed January 27, 1917. Serial No. 145,026.
To all whom it may concern:
Be it known that I, WALTER WILSON, a
subject of the King of Great Britain, re-- siding at Dunfermline, Scotland, have invented certain new and useful Improvements Relating to Reinforced Concrete, of which the following is a specification.
This invention relates to reinforced concrete for building structures of the kind in which the reinforcement of the concrete blocks, beams, joists, slabs, arches, etc., consists of one, or more, wire ropes or cables tightened and held under tension. In conjunction with the wire ropes, or cables, it has been proposed to use steel lattice work, or wires, or wire netting, or the like, as an additional reinforcement. In many cases the wire ropes or cables have been used in conjunction with wood or metal frames, or beams, or the like. It has also been proposed to make such slabs, blocks, etc., hollow with a thickened marginal edge or flange.
Heretofore, with such structures, the work has generally been done in situ and, in consequence, shuttering or timbering has been necessary, the work being slow in execution and expensive to carry out. I make and reinforce the concrete blocks, slabs, partitions, frames, beams, etc., in the yard, or other eonvenlent place, where I mold each article to the desired shape or formation, ready for use, and then convey or transport it to the place where it is to be employed.
Under this invention, the blocks, slabs, etc., are not made in the usual way but are each cast, or formed, in a mold having the reinforcing, or main reinforcing, wire cable or cables secured therein so as to be near the edges of the finished block or slab which is made more or less hollow at the center, constituted by a thin web or part, while the sides or edges are thickened to such extent as may be found desirable or necessary to properly cover and embed the reinforcing, or main reinforcing cable, or cables. These thickened edges constitute reinforced marginal ribs or flanges which give great strength to the blocks or slabs while serving as means whereby they can be readily secured together by means of bolts or otherwise. Preferably the flanges or ribs would be reinforced by a main cable reinforcement while the thin central part would be reinforced by a subsidiary reinforcement composed of wires passed around or attached to the cables at the sides and (or) ends of the block or slab.
With these blocks or slabs I can construct a building, such, for instance, as a dwelling house, with little or no wood in its structure and without bricks, stonework, or iron beams, with the result that the construction is not only facilitated and expedited, but
the cost is very much reduced, and, moreover, a better and stronger building is produced. The outside walls and also partition or inner walls as Well if so desired, as the ceiling, or ceilings, and floor, or floors, of the building would be composed of concrete slabs, or blocks, preferably of rectangular formation and these would be bolted and keyed or otherwise fastened together, so as to form a strong and permanent structure while the window and door and other frames, etc., would be also molded and reinforced in the yard and then fitted in position and secured by bolting, keying, or otherwise. wholly or partially eliminated from the building while theusual wood or metal beams can be dispensed with as well as bricks and stonework unless in cases where these might be desired or found necessary, the idea being to make the building or structure, as far as possible, of the reinforced concrete slabs, or blocks, etc., alone. g
It will be understood that the reinforced concrete can be made into blocks ,or slabs of various shapes or forms to suit their places in the building and so that they can be readily and speedily fitted in place and secured, the ordinary expensive timbering dispensed with.
When making the reinforced blocks and slabs it is obvious a single mold may be used over and over again.
In order that the invention may be clearly understood I have hereunto appended ex planatory drawings whereon I have shown, merely by way of illustration or example, a reinforced concrete block or slab for use in the construction of a dwelling house, factory, or the like and the method of making the same in accordance with my invention.
In this way, woodwork may be i On the drawings:
Figure 1 shows the mold. 'or frame in which the reinforced block-is made in the yard, a portion of the frame is broken away at the center.
Fig. 2 is a fragmentary section of the frame, taken on'the line as, m, Fig. 1. Th1s section is made to an enlarged scale so as to show the parts more clearly.v
Figs. 3, 4, and 5, are respectively, a side elevation, a plan, and a section (the section being taken on the line 3 3 Fig. 4) of the reinforced concrete slab or block after it has been molded, the reinforcement being indicated by dotted lines. I
Fig. 6 is a fragmentary section of the block or slab taken on the line z, 2, Fig. 4.
I will now proceed to describe the mode I prefer to adopt in manufacturing a reinforced building slab or block, for instance,
I provide a metal or other foundation 1 upon which I mold or fit a die block 3, of a shape suitable to give the desired hollow formation to the finished slab. Preferably this die block is made of cement. Round about this block, and at a suitable distance therefrom, as shown, I fit a rectangular wood or metal frame 2 which constitutes .the sides and ends of the mold. I then fix'into the foundation four upright pins or anchors 4, one being located near each corner of the frame. These pins can be held in sockets in the foundation 1 or be otherwise rigidl supported. Having erected these pins slip upon each of them'a metal sleeve 5 (see Fig. 2) of the same height as the frame 2, although the ins 4 may project above it. I now take a ength of main wire rope or cable (indicated at 6, Figs. 2 and 3) and pass it round about the four ins and outside the sleeves thereof, the ends being brought together and secured by a screw coupling 7, or by other means. A screw coupling is preferred as it can be readily ti htened up and the cable braced taut roumI about the upright pins. Preferably the cable, after being stralned, is, at the center, bent downward and further tightened as shown at Fig. 3, by means of cross tubes 8, weighted down by means of heavy weights app ied thereto or forced down by means of screws suitably applied, the idea being to stretch the cable 6 and maintain it under stron tension. I may also pass round about the s eeves of the uprights an upper wire rope 9 and a correspondlng lower wire rope 10, these ropes being each joined by conlmgs or the like so as to be endless and being laid parallel to one another and to the top of the frame, as shown clearly at Fig. 2 and thereafter strained tight. I then brace the sides of the wire rope 9 together by means of diagonally arranged cross wires 11 which are pu led tight and then tied in. position and these constitute a subsidiary reinforcement for the thin central part of the slab. The ropes 9 and 10 are or may also be 9 and 10 may be temporarily braced laterally to the wood framing by means of screws and nuts 14.
When the reinforcement has been properly arranged in the mold the concrete is filled in and thoroughly packed so as to fill up the spaces between the cement 3 and the wood framing 2, and, when the concrete sets it will have the wire cables or ropes and wires embedded therein in a state of tension. When the concrete has thoroughly set, the pins 4 are removed and the slab is taken out of the mold with the ropes and wires embedded therein and also the sleeves 5 embedded therein. These sleeves appear as holes in the molded block, see Fi 3 and 4. The cross tubes 8 are also embe ded in the block and are indicated by the holes 8, Figs. 3 and 5.
The block, as it appears at Figs. 3 and 4, has two cross ribs 16 dividing'the hollow underside into three ortions as indicated b the dotted lines. It is thought prefera le to have these two cross ribs 16 as they give greater strength to the block under compressive stresses.
In the section, Fig. 5, a sleeve 5 is seen and also the main cable 6 and the auxiliary wire ropes or cables 9, 10, together with the wire lattice work 13 and one of the tubes 8.
Fig. 6 shows clearly the two auxilia wire ropes or cables 9, 10 and the lattice wires 13 and longitudinal wires 12. 18 shows a portion of the hollow-space at the underside of the block.
It will be seen from the dotted lines, Figs. 3 and 4, the reinforcement is very complete and that the wires and cables extend through the material in all directions. The sleeves 5 are very useful, as also are the tubes 8, as they form means whereby the slab can be readily raised or lifted by a crane or otherwise, and also in some-cases for bolting the slabs to ether.
In or er that the slabs may be interlocked. or keyed together when being fitted in position for a floor or a wall, or the like, they are, preferably, made with dovetail grooves on the sides and ends. One of these dovetail grooves is indicated at 17, Fig. 5, and at 17,
plates 19 embedded in the ends and (or) sides and through which bolts 20 can be passed thereby also giving a continuous reinforcement.
If desired distance pieces 21 can be fitted at suitable positions between the ropes 9 and 10 to keep them apart.
With reinforced blocks, slabs, beams, etc., made as hereinbefore set forth it will, as aforesaid, be possible to build concrete building structures without the aid of the usual timber framing or centering or shuttering which is very expensive.
The various cables, ropes, and wires are strained in the yard or other place of manufacture so as to be under tension when the concrete is filled into the mold and they remain under tension in the finished article, so that the building is made with blocks or slabs containing tensioned reinforcement. This obviates the necessity for any tensioning at the building site.
The wire bracing or lattice work may be used or not as desired.
Having now fully described my invention what I claim and desire.to secure by Letters Patent is 1. A rectangular concrete slab, block, or the like, for structural work, having a continuous marginal flange reinforced by means of tensioned wire ropes disposed in the flange and extending around same the ropes bein arranged one above the other in the dept of the flange and being retained in position by means of uprights in the flange.
2. A rectangular concrete slab, block, or the like, for structural work, having a projecting flange extending continuously around the edge thereof the flange being reinforced by means of wire rope strained to tension around uprights disposed one at. each corner of the slab or block and located in the flange.
3. A rectangular concrete slab, block, or the like, for structural work, having a flange extending continuously around the edge thereof, the flange belng reinforced by a plurality of wire ropes disposed one above the other and held in tension in the concrete of the flange.
4. A rectangular concrete slab, block, or the like, having a flange extending around the edge thereof the flange being reinforced by a plurality of wire ropes disposed one above the other and held in tension, these ropes being connected together by latticed wires.
5. A concrete slab, block, or the like, made of concrete, which is hollow and thin at the center but has a thickened edge all around, wires or rods constituting a reinforcement for the center and wire ropes disposed one above the other in the flange and tensioned around supports therein, these external flange, tensioned wire ropes embedded in'the flange and forming a suspension support therefor means in the block or slab holding the ropes at tension and plates embedded in the flanges whereby adjacent blocks can be fastened together.
7. A concrete block or slab having an external flange, tensioned wire ropes embedded in the flange, means in the block or slab holding the ropes at tension, and plates in the flanges and bolts passing through said plates.
8. Arectangular concrete block or slab having an external marginal flange, wire ropes embedded one above the other in the flange, upright tubular devices embedded in the flange and extending the depth there of for holding the ropes in position and lattice wires connecting and binding together the ropes.
9. A rectangular concrete block or slab made with an external flange at each edge, wire ropes parallel to and above one another embedded in the flange and extending right around the block or slab, anchoring devices at each corner of the slab for said wire ropes and wires connecting and binding the parallel ropes together.
10. A rectangular concrete block or sl'ab made with an external marginal flange, superp'osed wire ropes parallel with one another embedded in the flange and extending right around the block or slab, anchoring devices at each corner of the slab for said wire ropes and a rope disposed between the parallel ropes and which is held inclined partially at each end and straight at the center and means for holding the intermediate wire rope in position arranged between the aforesaid ropes and extending around the said anchoring devices.
11. A rectangular concrete block or slab made with an external flange, two superposed wire ropes parallel with one another embedded in the flange and extendin right around the block or slab, anchoring evices at each corner of the slab for said wire ropes, a rope which is inclined at etch end and straight at the center arranged between the aforesaid ropes and extending around the said anchoring devices and means embedded in the concrete for retaining the last 'mentioned rope in position.
In testimony whereof I aflix my signature in presence of two witnesses.
WALTER WILSON.
Witnesses:
THoMAs RUTHERFORD, R. RAYMOND HAYNES.
US14502617A 1917-01-27 1917-01-27 Reinforced concrete. Expired - Lifetime US1259698A (en)

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Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2419532A (en) * 1943-08-06 1947-04-29 James H Brown Shaping mold
US2420427A (en) * 1945-05-11 1947-05-13 William P Witherow Precast reinforced concrete members
US2423936A (en) * 1945-05-11 1947-07-15 William P Witherow Precast reinforced concrete member
US2587724A (en) * 1945-09-10 1952-03-04 Peoples First Nat Bank & Trust Precast reinforced concrete unit
US3041702A (en) * 1957-10-15 1962-07-03 United States Steel Corp Method of making a prestressed reinforced concrete structure
US3153302A (en) * 1958-10-27 1964-10-20 James E Wheeler Building construction
US3435567A (en) * 1966-08-18 1969-04-01 Kenneth A Tyson Wall construction
US3810339A (en) * 1972-09-05 1974-05-14 Russo Architectural Metals Inc Method and apparatus for forming construction element locating and mounting voids in a poured concrete structure
US4274242A (en) * 1977-01-14 1981-06-23 Pauling And Company Limited Building systems
US4569178A (en) * 1983-01-12 1986-02-11 Jozsef Kovacs Prefabricated plastered panels for housing
US5283999A (en) * 1991-06-14 1994-02-08 Novatek International, Inc. Prefabricated panel for building construction
US5881527A (en) * 1995-04-21 1999-03-16 Hasco, L.P. Portable precast concrete slabs for storage facility

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2419532A (en) * 1943-08-06 1947-04-29 James H Brown Shaping mold
US2420427A (en) * 1945-05-11 1947-05-13 William P Witherow Precast reinforced concrete members
US2423936A (en) * 1945-05-11 1947-07-15 William P Witherow Precast reinforced concrete member
US2587724A (en) * 1945-09-10 1952-03-04 Peoples First Nat Bank & Trust Precast reinforced concrete unit
US3041702A (en) * 1957-10-15 1962-07-03 United States Steel Corp Method of making a prestressed reinforced concrete structure
US3153302A (en) * 1958-10-27 1964-10-20 James E Wheeler Building construction
US3435567A (en) * 1966-08-18 1969-04-01 Kenneth A Tyson Wall construction
US3810339A (en) * 1972-09-05 1974-05-14 Russo Architectural Metals Inc Method and apparatus for forming construction element locating and mounting voids in a poured concrete structure
US4274242A (en) * 1977-01-14 1981-06-23 Pauling And Company Limited Building systems
US4569178A (en) * 1983-01-12 1986-02-11 Jozsef Kovacs Prefabricated plastered panels for housing
US5283999A (en) * 1991-06-14 1994-02-08 Novatek International, Inc. Prefabricated panel for building construction
US5881527A (en) * 1995-04-21 1999-03-16 Hasco, L.P. Portable precast concrete slabs for storage facility

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