US930160A - Fireproof structure. - Google Patents

Fireproof structure. Download PDF

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US930160A
US930160A US45819208A US1908458192A US930160A US 930160 A US930160 A US 930160A US 45819208 A US45819208 A US 45819208A US 1908458192 A US1908458192 A US 1908458192A US 930160 A US930160 A US 930160A
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studs
sections
stud
sheathing
extending
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US45819208A
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Charles W Denny
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    • 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
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • 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
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0297Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements of which the width is less than the wall thickness

Definitions

  • the rincipal objects of my invention are: to ac itate erection, tov conbine strength with lightness, to increase the fire resisting qualities, and to avoid the use of centering and framework.
  • the structure embraces studs composed of concrete sheathed in metal and a wall or walls of metallic lathing and plaster carried by the studs.
  • a part of my improvements relates to the construction of the studs whereby they may be erected with facility and the metallic lathing maybe easily and eifectively secured in place; another part relates .to 1 means for cross bracing the studs to enable fewer studs. to be used without unduly weakening the structure; another part relates to means for forming inclosed air spaces between the walls to increase the fire resisting properties, and yet another part relates to the connection of stud sections through different stories and to the su port by the studs of the floor beams.
  • Figure'l is a horizontal sectional view of a portlon of a fire-prodf Wall embodying my invention
  • Fig. 2 is a side elevation of the samewith part of the plaster removed fromthe lathing on'one side
  • Fig. 3 is a side elevation, with part in section, of the means for connecting and supportingthe studs between diiierent floors or stories
  • Fig. 4 is a plan view with part'in section of a modified form of the means'for connecting and supporting the studs
  • Fig. 5 is a perspective view of apart of one of the cross braces or horizontal partitions
  • Fig. 6 is a plan View of one of the supporting shoes for the studs
  • Fig. 7 is ahorizontal sectional view enlarged of part of one of the studsheaths.
  • the wall consists rimarily of vertical c0lumns or studs a and a artition b of lathing and plaster carried by t e studs on either or both sides.
  • the studs a consist of an outer tubular sheath of sheet'metal and These studs are provided with offsets to which the metalliclathing is secured. These ofi'sets are preferably longitudinal vertical ribs e. lprefer to form the tubular sheaths the following is a specificaconvenient cross section.
  • The'sheaths formed of the connected sections are arranged in upright ositions, at such distances apart as may e necessary to give the desired stren h, and are then filled with the concrete, as s own. Suitable means may be used, if required, for su porting the studsheaths at their ends an securing them at the top or bottom.
  • ribs e are preferably furnished with a series of holes e.
  • i are metal pieces arranged between the 'walls I) b and extending from stud to stud. These pieces both serve to brace the studs laterally, and thus enable them to be placed farther apart than would otherwise be possible, and also,'when constructed as partitions, and particularly when arranged one above another within thespacebetween the walls I) b, to form dead air spaces and thus increase the fire resisting properties of the entire structure.
  • Figs. 3 and. 4 I have shown means for connecting the stud-sheaths together between adjaoent stories to form a continuous stud and for supporting the floor beams on i yoke 7c and sheath ends, particularly before gated as shown to form a spring the studs.
  • 91 a bracket to which the floor beams n are secured.
  • This bracket carries a yoke, k which embraces a tubular sleeve m extending into the ends of the adjacent studsheaths.
  • the sleeve-m is preferably corrusurface which will retain the sleeve in position in the the concrete is 'introduced.
  • Fig. 3 and. 4 I have shown means for connecting the stud-sheaths together between adjaoent stories to form a continuous stud and for supporting the floor beams on i yoke 7c and sheath ends, particularly before gated as shown to form a spring the studs.
  • the bracket is of double form having arms on both sides ofthe yoke 7c to support floor I i beams on both sides of the stud; in Fig. 4 the bracket has but a single arm.
  • the yoke 76 lies between the extremities of the sections of stud sheathin which-abut'against it and support itas is s own in Fig. 3; The ribs e which thus abut againstfthe yoke provide a strong support.
  • the combination-'jofafstud consisting of hollow tubular, sheathing of sheet metal filled with concretev and provided with offsets projecting from its 'metallic lathin surface and arranged at an angle to one another and' at a substantial distance apart, secured to said oflsets and forming an ang e or corner between them and extendmg in the opposite directions beyond said studs to for the body of the walls, and
  • a'stud consisting of hollow tubular sheathing of sheet metal filled with concrete and provided with offsets projecting from its surface and arranged at substantially right angles to one another, metallic lathin -secured to said offsets and forming an angle or corner between them and extending in the o posite directions beyond said studs to form t e body of the walls, and a body of plastic material carried by said lathing Y 3.
  • a stud for a fire roof strueture consisting of sectionsv of ho low tubular sheathdistensible tubular sheet metal sleeve extending within the ends of adjacent sectionsof sheathing and uniting them to-- gether, and a filling of concrete extending continuously through said sections of sheathing and sleeve-and uniting the portions of concrete in said sections of sheathing.
  • a stud for a fire roof structure consisting of sections of ho ow tubular sheathing,
  • a fireproof structure the combination of a stud composed of sections of hollow tubular sheathing, a distensible tubular sheet metal sleeve extending within the ends of ad jacent sections of sheathing and uniting them "horizonta l tween the walls and extending from stud'to and provided with offsets together, a filling of concrete extending cor tinuously through said sections of sheathingand the sleeve and uniting the ortio'ns of concrete in said sections of sheat 'g, and a yoke separate from but embracing said tu bular sleeve and located between the adja'-' contends of the sections of sheathing.
  • a st d composed of sections ofhollow tu-v bulars eathing having longitudinal projecting ribs, a distensible tubular" sheet metal sleeve extending within the ends of adjacent tremities ofthe ribs abutting against said i I,
  • a fireproof structure consisting of studs racket on composed of concrete columns sheathed in.
  • a fire proof stri-lcture consisting of studs composed of concrete columns sheathed in metal, inner and outer walls of metallic vlathing and plaster carried by said studs, said studs having longitudinal ribs extending from the sheathing in the space between said walls, and metal sheets carried by said ribs bridging the space between the Walls and eX- tending from stud to stud, and forming'incloseddead air spaces.
  • said studs having longitudinal ribs extending from the sheathing in the space between said Walls, and metal sheets carried by said ribs bridging the space between the walls and extending from stud to stud, and forming inclosed dead air spaces said m'etalsheets being bent into the central longitudinal ribs 1' notched at the ends to engage the longitunal ribs of the studs.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Building Environments (AREA)

Description

0. W. DENNY. FIREPROOF STRUCTURE. APPLICATION FILED OOT. 17,1908.-
. 9 O 9 1 g H A d w n .w P
wammu G. W. DENNY. FIREPROOF STRUCTURE. APPLICATION FILED OUT. 17,1908.
Patented Aug. 3 1909.
2 sums-MEET 2.
avmemtoz cnAsL-Es w. :onnnr, or PHILADELPHIA, PENNSYLVANIA.-
rmnrndor srnuo'runn.
I in. 930,160-
Specification of Letters Patent. Application" filed October l'l, 1908. Serial No. 458,192.
- To all whom it may concern:
T Be it knownthat I, CHARLES W. DENNY, a resident of the city and county of Philadelphia and State 'of Pennsylvania, have invented an 1m rovement in Fireproof Structures, of whic tion. y a
The rincipal objects of my invention are: to ac itate erection, tov conbine strength with lightness, to increase the fire resisting qualities, and to avoid the use of centering and framework. n
I The structure embraces studs composed of concrete sheathed in metal and a wall or walls of metallic lathing and plaster carried by the studs. i
A part of my improvements relates to the construction of the studs whereby they may be erected with facility and the metallic lathing maybe easily and eifectively secured in place; another part relates .to 1 means for cross bracing the studs to enable fewer studs. to be used without unduly weakening the structure; another part relates to means for forming inclosed air spaces between the walls to increase the fire resisting properties, and yet another part relates to the connection of stud sections through different stories and to the su port by the studs of the floor beams.
In t e drawings: Figure'l is a horizontal sectional view of a portlon of a fire-prodf Wall embodying my invention; Fig. 2 is a side elevation of the samewith part of the plaster removed fromthe lathing on'one side; Fig. 3 is a side elevation, with part in section, of the means for connecting and supportingthe studs between diiierent floors or stories; Fig. 4 is a plan view with part'in section of a modified form of the means'for connecting and supporting the studs; Fig. 5 is a perspective view of apart of one of the cross braces or horizontal partitions; Fig. 6 is a plan View of one of the supporting shoes for the studs; and Fig. 7 is ahorizontal sectional view enlarged of part of one of the studsheaths.
The wall consists rimarily of vertical c0lumns or studs a and a artition b of lathing and plaster carried by t e studs on either or both sides. The studs a, as shown, consist of an outer tubular sheath of sheet'metal and These studs are provided with offsets to which the metalliclathing is secured. These ofi'sets are preferably longitudinal vertical ribs e. lprefer to form the tubular sheaths the following is a specificaconvenient cross section.
of sections ofslieet metal 0, a, a, 0 having their edges lap-seamed to form the vertica ribs e. This is shown in detail in Fig. 7 where the longitudinal edge f of one section 0. is lapped over the flange f of the next section 0. These stud-sheaths may be of any In Figs. land 2 Patented Aug. 3, 1909.
I have shown one sheath cylindrical, forming a cylindrical stud, and another sheath square forming a square stud. The'sheaths formed of the connected sections are arranged in upright ositions, at such distances apart as may e necessary to give the desired stren h, and are then filled with the concrete, as s own. Suitable means may be used, if required, for su porting the studsheaths at their ends an securing them at the top or bottom. For this purpose, I have shown the shoes g, ada ted to be secured to the base or roof, an provided with the tongues g extending into the end of the sheath. After the studs have been put in place the lathing h is fastened. This is laid vertically in sheets over the studs resting on the'ofisets or ribs (3, to which the sheets are fastened in any convenient manner, as by wires h l To facilitate the fastening of the lathing after the studs have been erected, the
ribs e are preferably furnished with a series of holes e.
i are metal pieces arranged between the 'walls I) b and extending from stud to stud. These pieces both serve to brace the studs laterally, and thus enable them to be placed farther apart than would otherwise be possible, and also,'when constructed as partitions, and particularly when arranged one above another within thespacebetween the walls I) b, to form dead air spaces and thus increase the fire resisting properties of the entire structure. For eonvenience l prefer to form the artition' t of sheet metfal j bent at the mid le into a 'rib i,which is'nbtched or split at the ends, as at 1' to engage the intermediate ribs e e of the studs to which such split ends are secured, as by the wires i Providing the stud-sheaths with four ribs e at 90 from one anothermor.e or less-both enables the lathing to be attached at right angles to form a corner, .as shown in Fig. 1, and also provides the means for securing the cross-braces or partitions i between adjacent studs=.
In Figs. 3 and. 4 I have shown means for connecting the stud-sheaths together between adjaoent stories to form a continuous stud and for supporting the floor beams on i yoke 7c and sheath ends, particularly before gated as shown to form a spring the studs. 91s a bracket to which the floor beams n are secured. This bracket carries a yoke, k which embraces a tubular sleeve m extending into the ends of the adjacent studsheaths. The sleeve-m is preferably corrusurface which will retain the sleeve in position in the the concrete is 'introduced. In Fig. 3 the bracket is of double form having arms on both sides ofthe yoke 7c to support floor I i beams on both sides of the stud; in Fig. 4 the bracket has but a single arm. The yoke 76 lies between the extremities of the sections of stud sheathin which-abut'against it and support itas is s own in Fig. 3; The ribs e which thus abut againstfthe yoke provide a strong support. v
What I claim is as follows:
Lina fire-proof structure, the combination-'jofafstud consisting of hollow tubular, sheathing of sheet metal filled with concretev and provided with offsets projecting from its 'metallic lathin surface and arranged at an angle to one another and' at a substantial distance apart, secured to said oflsets and forming an ang e or corner between them and extendmg in the opposite directions beyond said studs to for the body of the walls, and
a'body of plastic material carried'by said lathing.
2. In a fire-proof structure, the combination of a'stud consisting of hollow tubular sheathing of sheet metal filled with concrete and provided with offsets projecting from its surface and arranged at substantially right angles to one another, metallic lathin -secured to said offsets and forming an angle or corner between them and extending in the o posite directions beyond said studs to form t e body of the walls, and a body of plastic material carried by said lathing Y 3., A stud for a fire roof strueture consisting of sectionsv of ho low tubular sheathdistensible tubular sheet metal sleeve extending within the ends of adjacent sectionsof sheathing and uniting them to-- gether, and a filling of concrete extending continuously through said sections of sheathing and sleeve-and uniting the portions of concrete in said sections of sheathing.
, 4. A stud for a fire roof structure consist ing of sections of ho ow tubular sheathing,
a "longitudinally, corrugated tubular sheet metal sleeve extending withinthe ends of adjacent sections of sheathing and uniting them together, and a filling of concrete extending through said sections of sheathing and sleeve. 9
.5. In a fireproof structure the combination ofa stud composed of sections of hollow tubular sheathing, a distensible tubular sheet metal sleeve extending within the ends of ad jacent sections of sheathing and uniting them "horizonta l tween the walls and extending from stud'to and provided with offsets together, a filling of concrete extending cor tinuously through said sections of sheathingand the sleeve and uniting the ortio'ns of concrete in said sections of sheat 'g, and a yoke separate from but embracing said tu bular sleeve and located between the adja'-' contends of the sections of sheathing. Y 6. In a fireproof structure the combination of a st d composed of sections ofhollow tu-v bulars eathing having longitudinal projecting ribs, a distensible tubular" sheet metal sleeve extending within the ends of adjacent tremities ofthe ribs abutting against said i I,
yoke.
7. of astud composed of sections of hollow tubular sheathing, adistensible tubular sheet In afireproof structure the combination metal sleeve extending within the ends of adjacent sections of sheathing and uniting them together and 1a filling of concrete extending continuously through said sections of sheathing and the sleeve and uniting the portions of concrete insaid sections of sheathing, and a I yoke separate from but embracing said tubular sleeve and located between the adjacent ends ofthe sections of sheathing and, pro
vided with a supporting arm or bracket.
8. In a fireproof structure the combination of .a stud composed of sections of hollow tu-.
bular sheathing, adistensible tubular sheet metalsleeve extending within the ends of adjacent sections of sheathing-and uniting them continuously through said sections of sheathing and the sleeve and uniting the portions of concrete insaid sections of sheathing, and a oke'. separate from but embracing said tubuar'sleeve and located between the adjacent ends of the sections of -'sheathin and provided with a supporting arm ml; each side. I 1
9. A fireproof structure consisting of studs racket on composed of concrete columns sheathed in.
metal, innerand outer (walls of metallic lathing and partitions bridging the space bestud',.forming inclosed dead air spaces. 10. In a fire-proof structure, the combinasheathing of sheet "metal filled with concrete rejecting from their surface, one of saidstu s having offsets arranged at an angle .to one another,metallic lathingsecured to said offsets and'extending from stud to stud, said metallic lathing forming an angle or corner in'the space between laster carried by saidstuds, and
'tion of studs consisting of hollow-tubular 1 I05 together and afilling of concrete extending theoflsets located at an angle with reference to one another on, one of said studs, and a body of plastic material carried by said lath- '1ng.
11. A fire proof stri-lcture consisting of studs composed of concrete columns sheathed in metal, inner and outer walls of metallic vlathing and plaster carried by said studs, said studs having longitudinal ribs extending from the sheathing in the space between said walls, and metal sheets carried by said ribs bridging the space between the Walls and eX- tending from stud to stud, and forming'incloseddead air spaces.
lathing and plaster carried bysaid studs,
said studs having longitudinal ribs extending from the sheathing in the space between said Walls, and metal sheets carried by said ribs bridging the space between the walls and extending from stud to stud, and forming inclosed dead air spaces said m'etalsheets being bent into the central longitudinal ribs 1' notched at the ends to engage the longitunal ribs of the studs. v
In testimony of which invention, I have hereunto set my hand.
Witnesses:
' ERNEST HOWARD HUNTER,"
R. M KELLY.
cnAs, DENNY.
US45819208A 1908-10-17 1908-10-17 Fireproof structure. Expired - Lifetime US930160A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4125973A (en) * 1977-03-28 1978-11-21 Realsources, Inc. Form assembly for building framework

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4125973A (en) * 1977-03-28 1978-11-21 Realsources, Inc. Form assembly for building framework
WO1980000723A1 (en) * 1977-03-28 1980-04-17 Realsources Inc Form assembly for building frame work

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