US576712A - bailey - Google Patents
bailey Download PDFInfo
- Publication number
- US576712A US576712A US576712DA US576712A US 576712 A US576712 A US 576712A US 576712D A US576712D A US 576712DA US 576712 A US576712 A US 576712A
- Authority
- US
- United States
- Prior art keywords
- beams
- bars
- ceiling
- floor
- wood
- 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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- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 40
- 239000002023 wood Substances 0.000 description 30
- 230000001681 protective Effects 0.000 description 28
- 229910052742 iron Inorganic materials 0.000 description 20
- 239000000463 material Substances 0.000 description 20
- 238000010276 construction Methods 0.000 description 12
- 239000011505 plaster Substances 0.000 description 12
- 210000000614 Ribs Anatomy 0.000 description 6
- 238000009435 building construction Methods 0.000 description 6
- 239000002184 metal Substances 0.000 description 6
- 229910052751 metal Inorganic materials 0.000 description 6
- 210000000282 Nails Anatomy 0.000 description 4
- 230000004075 alteration Effects 0.000 description 4
- 239000011449 brick Substances 0.000 description 4
- 238000005192 partition Methods 0.000 description 4
- 230000000284 resting Effects 0.000 description 4
- 210000003414 Extremities Anatomy 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 238000009408 flooring Methods 0.000 description 2
- 238000000638 solvent extraction Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
- E04B1/167—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with permanent forms made of particular materials, e.g. layered products
Definitions
- the essential objects ot' my invention are to construct floors generally so as to be more eifectively protected from fire, and to provide for piping and wiring to better advantage in the first place, and for being more accessible afterward for alterations and repairs, and my invention also comprises an improved construction of iireproof partitions, as hereinafter described, reference being made to the accompanying drawings, in which- Figure l represents transverse sections of iioors in which wood beams are used and a section of a iireproof partition.
- Fig. 2 is a transverse section of a ioor and ceiling according to my improvement with arched beam-filling.
- Fig. 3 is a transverse section of my improved floor and ceiling when the beam-iilling is iiat.
- Fig. 4 is a plan view of a iioor with parts in horizontal section.
- Fig. 5 is a section of part of a floor on line Figs. 2 and 4.
- Fig. l I represent the ordinary woodsupporting beams a, which are still preferred -in many forms of building, but in the other figures I represent the more modern construction, consisting, essentially, of metal beams b, with reproof filling between the beams supported on the lower ianges c of said beams.
- the wood flooring b is laid directly on the wood beams, and the ceiling of lath and plaster is attached directly to the under sides of the beams, whereby on the upper side the entire floor structure is directly exposed to fire and on the under side the plaster affords but little protection, and in the present ironbeam construction wood beams are placed on the iron beams transversely to receive the floor-boards d, which are thus laid parallel In case of ire' above the iioor the iron beams are directly exposed to heat and liable to bend and twist.
- I use wood or iron beams I provide a fireproof cover as f or g, of suitable thickness, above against burning the wood beams or overheating the iron beams, and on this cover I lay the wood floor d, and under the beams I suspend a substantial iireproof ceiling, as 7l.
- the protective cover f of fireproof material, for the wood beams may consist of any approved form of metallic support resting on the beams and carrying a layer of plaster or cement; but I prefer to use dovetail corrugated metallic sheets 0, covered on one or both sides with the protective material and supported at the extremities of the ribs on the beams.
- the protective plaster interlocks with the ribs and grooves of the sheets in a way to make substantial covering. IVhere it is desirable to nail the hoor-boards d, dovetail wood pieces p vmay be driven in the grooves of thev sheets to receive and hold the nails, or they can be nailed through the protective cover into the beams.
- any approved form of flanged bars as T-bars q or I-bars, having flanges on which to support slabs or plates of the protective material, which may be of any approved constructiombut for which I also prefer to use dovetail corrugated sheets o, covered with the protective material, which in this instance will be applied on both sides.
- terra-cotta or other bricks .s may be laid on supporting-bars t, arranged at intervals apart along the flanges of the bars q, which may also be readily removed in sections ⁇ for access to the piping and wires.
- the protective filling c between the metal beams may be supported on arched T or other flanged bars u or like straight bars r, placed 4at suitable intervals apart along the lower 'ilanges of the beams l), with dovetail corrugated sheet-metal plates n' resting on the bars to hold the protective iilling c above; but plain sheets may be used in lieu of the corrugated sheets, the sheets being sufficiently thicker for strength and the bars Au and r being placed closer together, or bricks or tiles may be used.
- YVhen straight bars, as r, are used, the ends maybe placed on short legs 1/, standing on the flanges c of the floor-beams to limit the thickness of the protective lling c for avoiding unnecessary weight of the same.
- beams, as z may be laid in the protective -filling parallel with the iron beams and wholly cover the iron beams with the protective material instead of placing the wood beams crosswise on the iron beams, and therebyT not onlyT protect the iron beams more effectually, but also have an economical advantage in the matter of the wood floors in buildings of com paratively narrow widths in which the iron beams traverse the building the shortestway from wall to wall, so that the floor-boards, being laid lengthwise in the longest dimension from wall to wall, will finish at the end with less waste of material to be cut oit on account of excess of length at the finish.
- a represents the metallic portion of the partition as dovetail corrugated sheets set with the ribs and grooves upright and extending from ceiling to ceiling and thereat arranged in channel-bars b', whereby the space between the floor and ceiling is also partitioned, asa means of preventing the spreading of fire in the space, and the partitions of the different stories are prefer ably placed one above another, so that the weight of the entire series of partitions is supported on the foundation and the iloors are relieved of it, whereby the weightsupportin g power of the floors may be further utilized for goods.
- the width of the corrugated partition-sheets is less than the height between ceilings, they will be spliced by means of I-bars c'.
- the partitions may, however, be supported on the floors, when desired.
- the sides of the partition-sheets c' will be plastered, as at d', the plaster being 'anchored in the dovetail grooves.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Description
'(No Model.) I 2 Sheets-Sheet 1. l T. BAILEY.
PIRBPROOF BUILDING CONSTRUCTION. No. 576.712.` hunted Peb. 9, 1897.
el@ L (No Model.) 2 sheets-sheet 2.
T. BAILEY. TIRBPROOP BUILDING ooNsTRUcTIolm N0 576.71.2- Patentedreb. 9,1897..
VV'WNESSES. l INYENTEIR.
with the beams.
UNITED STATES PATENT OEETCE.
THOMAS BAILEY, OF NEV YORK, N. Y.
FIREPROOF-BUILDINGCONSTRUCTION.
SPECIFICATION forming part of Letters Patent No. 576,712, dated February 9, 1897'. Application filed CI'annarylS, 1896. Serial No. 575,939. (No model.)
To all whom, t may con/067%:
Be it known that I, THOMAS BAILEY, a citizen of the United States, and a resident of New York city, in the county and State of New York, have invented certain new and useful Improvements in Fireproof-Building Construction, of which the following is a specification.
The essential objects ot' my invention are to construct floors generally so as to be more eifectively protected from fire, and to provide for piping and wiring to better advantage in the first place, and for being more accessible afterward for alterations and repairs, and my invention also comprises an improved construction of iireproof partitions, as hereinafter described, reference being made to the accompanying drawings, in which- Figure l represents transverse sections of iioors in which wood beams are used and a section of a iireproof partition. Fig. 2 is a transverse section of a ioor and ceiling according to my improvement with arched beam-filling. Fig. 3 is a transverse section of my improved floor and ceiling when the beam-iilling is iiat. Fig. 4 is a plan view of a iioor with parts in horizontal section. Fig. 5 is a section of part of a floor on line Figs. 2 and 4.
In Fig. l I represent the ordinary woodsupporting beams a, which are still preferred -in many forms of building, but in the other figures I represent the more modern construction, consisting, essentially, of metal beams b, with reproof filling between the beams supported on the lower ianges c of said beams.
As now constructed with wood beams a the wood flooring b is laid directly on the wood beams, and the ceiling of lath and plaster is attached directly to the under sides of the beams, whereby on the upper side the entire floor structure is directly exposed to fire and on the under side the plaster affords but little protection, and in the present ironbeam construction wood beams are placed on the iron beams transversely to receive the floor-boards d, which are thus laid parallel In case of ire' above the iioor the iron beams are directly exposed to heat and liable to bend and twist. Whether I use wood or iron beams I provide a fireproof cover as f or g, of suitable thickness, above against burning the wood beams or overheating the iron beams, and on this cover I lay the wood floor d, and under the beams I suspend a substantial iireproof ceiling, as 7l. or e', in any approved way, as by hooks j or `other means, said ceiling being suspended at a distance below the beams, affording ample space for circulation of air and for laying the water, gas, and other pipes, as 7e, and electric wires on, or suspending them above it under the beams, Where they can be run in any direction to better advantage than when laid between the beams, from which itis diflicult to direct them crosswise of the beams, as they must be in many cases, and the electric wires being laid on the iireproof ceiling will be free of contact with the wood beams and danger of fire will be greatly reduced without the necessity of incasin g them in tubes. Together with this provision for free circulation of air between the ceiling and the iioor inlet and outlet iiues l and m may be provided in the walls n in any suitable way, whereby cool air will constantly circulate between the ceilings and the iioor for the protection of the oorbeams even when the contents of the room may be burning.
The protective cover f, of fireproof material, for the wood beams may consist of any approved form of metallic support resting on the beams and carrying a layer of plaster or cement; but I prefer to use dovetail corrugated metallic sheets 0, covered on one or both sides with the protective material and supported at the extremities of the ribs on the beams. The protective plaster interlocks with the ribs and grooves of the sheets in a way to make substantial covering. IVhere it is desirable to nail the hoor-boards d, dovetail wood pieces p vmay be driven in the grooves of thev sheets to receive and hold the nails, or they can be nailed through the protective cover into the beams.
For the ceiling I will suspend any approved form of flanged bars, as T-bars q or I-bars, having flanges on which to support slabs or plates of the protective material, which may be of any approved constructiombut for which I also prefer to use dovetail corrugated sheets o, covered with the protective material, which in this instance will be applied on both sides.
the upper edges of the beams for protection IOO These slabs being thus made are very substantial and adapted for the support of work men while laying the pipes and wires in the lirst place before the beam-filling is pnt in, and they afford a sectional construction of the ceiling easily removable in sections from below when repairs or alterations of the pipes or wires may afterward be required, it being only required to break the coating of plaster applied under the slabs and bars for the iinish along said bars and at the meeting edges oi the corrugated plates. Instead of the above-described construction of the ceiling, terra-cotta or other bricks .smay be laid on supporting-bars t, arranged at intervals apart along the flanges of the bars q, which may also be readily removed in sections `for access to the piping and wires.
The protective filling c between the metal beams may be supported on arched T or other flanged bars u or like straight bars r, placed 4at suitable intervals apart along the lower 'ilanges of the beams l), with dovetail corrugated sheet-metal plates n' resting on the bars to hold the protective iilling c above; but plain sheets may be used in lieu of the corrugated sheets, the sheets being sufficiently thicker for strength and the bars Au and r being placed closer together, or bricks or tiles may be used. YVhen straight bars, as r, are used, the ends maybe placed on short legs 1/, standing on the flanges c of the floor-beams to limit the thickness of the protective lling c for avoiding unnecessary weight of the same. Then arched bars u are used, there will be little or no escess of this part of the filling. The weight of the lilling material being thus largely reduced as compared with the common arrangement, in which it is usually about the full depth of the beams, more of the weight-supporting power of the iloor may be utilized for goods upon the floor.
For protection of the upper edges of the iron beams from fire of the wood floor and the wood beams on which the floor-boards are laid, beams, as z, may be laid in the protective -filling parallel with the iron beams and wholly cover the iron beams with the protective material instead of placing the wood beams crosswise on the iron beams, and therebyT not onlyT protect the iron beams more effectually, but also have an economical advantage in the matter of the wood floors in buildings of com paratively narrow widths in which the iron beams traverse the building the shortestway from wall to wall, so that the floor-boards, being laid lengthwise in the longest dimension from wall to wall, will finish at the end with less waste of material to be cut oit on account of excess of length at the finish.
The improvement which I have now made in the construction of ireproot partitions is illustrated in Fig. 1, wherein a represents the metallic portion of the partition as dovetail corrugated sheets set with the ribs and grooves upright and extending from ceiling to ceiling and thereat arranged in channel-bars b', whereby the space between the floor and ceiling is also partitioned, asa means of preventing the spreading of fire in the space, and the partitions of the different stories are prefer ably placed one above another, so that the weight of the entire series of partitions is supported on the foundation and the iloors are relieved of it, whereby the weightsupportin g power of the floors may be further utilized for goods. As the width of the corrugated partition-sheets is less than the height between ceilings, they will be spliced by means of I-bars c'. The partitions may, however, be supported on the floors, when desired.
The sides of the partition-sheets c' will be plastered, as at d', the plaster being 'anchored in the dovetail grooves.
l claim as my inventionl. The combination with a floor, of a eeil ing consisting ot a separate structure adapted for and having arranged thereon the usual systems of piping and wiring of buildings, and suspended at an appropriate distance from the VHoor therefor substantially as described.
2. The combination with a l'loor, of a ceiling consisting of a separate sectional structure adapted for removal of the sections separately, and also adapted for and having arranged thereon the usual systems of piping and wiring ot buildings, and suspended at an appropriate distance from the i'loor therefor substantially as described.
El. The combination with a floor, of a suspended ceiling consisting of a separate sectional structure composed of flanged suspended bars., transverse supports for protective material carried on the flanges of said suspended bars, and protective material earricd on the supports therefor substantially as described.
Il. The combination with a floor, of a suspended ceiling consisting of a separate sectional structure composed of langed suspended bars, transverse bars supported on the flanges ot' said suspended bars, and tiles or slabs of protective material supported on said transverse bars substantially as described.
5. The combination in llreproof-building construction of independent protected iloors and ceilings, the latter suspended below the beams, and ilreproot' partitions which extend upward from one ceiling to another through the i'loor for also partitioning the space between the licor and the suspended ceiling substantially as described.
Signed at New York city, in the county and State of New York, this Bist day of December, A. D. 1895.
THOMAS BAILEY.
lVitnesses:
W. J. MORGAN, A. P. THAYER.
IIO
IZO
Publications (1)
Publication Number | Publication Date |
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US576712A true US576712A (en) | 1897-02-09 |
Family
ID=2645403
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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US576712D Expired - Lifetime US576712A (en) | bailey |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2945328A (en) * | 1954-03-02 | 1960-07-19 | Websteel Framing Systems Inc | Floor joist and assembly |
US3110049A (en) * | 1956-03-01 | 1963-11-12 | Reliance Steel Prod Co | Bridge floor |
DE4427496A1 (en) * | 1994-08-03 | 1996-02-15 | Siemens Ag | NMR tomography appts. operation method |
-
0
- US US576712D patent/US576712A/en not_active Expired - Lifetime
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2945328A (en) * | 1954-03-02 | 1960-07-19 | Websteel Framing Systems Inc | Floor joist and assembly |
US3110049A (en) * | 1956-03-01 | 1963-11-12 | Reliance Steel Prod Co | Bridge floor |
DE4427496A1 (en) * | 1994-08-03 | 1996-02-15 | Siemens Ag | NMR tomography appts. operation method |
DE4427496C2 (en) * | 1994-08-03 | 1999-02-18 | Siemens Ag | Method for operating a magnetic resonance imaging device for obtaining at least two differently weighted images |
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