US871606A - Ceiling construction. - Google Patents

Ceiling construction. Download PDF

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Publication number
US871606A
US871606A US28946005A US1905289460A US871606A US 871606 A US871606 A US 871606A US 28946005 A US28946005 A US 28946005A US 1905289460 A US1905289460 A US 1905289460A US 871606 A US871606 A US 871606A
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Prior art keywords
laths
filling
floor
metal
ceiling construction
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US28946005A
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Valentine Moeslein
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Priority to US28946005A priority Critical patent/US871606A/en
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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
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • E04B5/40Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs

Definitions

  • the invention relates to fire-proof struc tures, and its object is to provide a new and improved ceiling construction having metal laths supported by the cement or other concrete floor filling and forming a key for the reception and retention of the plaster, to ermit of forming an exceedingly strong and durable ceiling, not liable to fall, and having a smooth, uniform surface;
  • Figurelj a sectional perspective view of the improvement
  • Fig. 2 is a sectional side elevation of the same
  • Fig. 3 is a longitudinal sectional elevation of the same, on the line 3-3 of Fig. 2
  • Fig.' 4 is an enlarged lan view of part of one of the laths
  • 'ig is a sectional side elevation of the improvement, showing a modified form of the anchoring means for the metal lath.
  • the floorbeams When building a floor, the floorbeams are first placed in position in the usual manner, and then a temporary removable platform or like support B is erected below the floor for supporting metal laths C joined for covering the entire under surface of the lloor, and
  • Each of the metal laths C is provided with anchoringv means extending up to be embedded in the plastic filling material, so that when, the plastic filling material has set and,
  • each metal lath O is provided, at its sides, with upturned flanges 0 having sidewise struck-up lugs C both flanges C and lugs (1 being embedded in the filling D.
  • some of the laths C rest against the under side of the bases of the floor beams A, with the flanges C of these laths rising on opposite sides of the beams.
  • the anchoring means consist of hooks E hooking onto the laths C and extending upwardly, to be embedded with their up )er portions in the filling 1).
  • Each of the laths O is provided, at its under side, with a key (3, preferably in theform of struck-up lugs bent downwardly and slightly curved, as plainly indicated in Fig. 3, the key forming a support for holding the plaster F in position on the under side of the metal laths. It is understood that after the filling D has set and hardened and the lathe C are anchored to the said filling as above described, then the platform B is removed to allow of placing the plaster F in position -on the under side ofthe metal laths, the
  • each of said laths having at each side thereof a flange adapted to be embedded in the plastic material, the flanges of the adjacent laths abutting and having lateral struck-up lugs for looking with the plastic material, the surface of the said laths between the flanges being provided with depending struck-up permit of placing the laths conveniently and The flanges C of adjacent laths C abut to plaster being securely held in place by the 1.
  • a building construction comprising a each other.
  • each of said lathe having-at eae side thereof VALENTINE MflEgLElN.

Description

- clear, and exact description.
PATENT OFFICE.
VALENTINE MOESLEIN,- OF ".VEIGIIAWKEN, NEW JERSEY.
CEILING CONSTRUCTION.
Specification of Letters Patent.
Patented Nov. 19, 1907.
Application filed November 28.1905. Serial No. 239,460
Hudson and State of-New Jersey, have invented a new and Improved Ceiling Construction, of which the following is a full,
The invention relates to fire-proof struc tures, and its object is to provide a new and improved ceiling construction having metal laths supported by the cement or other concrete floor filling and forming a key for the reception and retention of the plaster, to ermit of forming an exceedingly strong and durable ceiling, not liable to fall, and having a smooth, uniform surface;
The invention consists of novel features and parts and combinations of the same whichwill be more fully described hereinafter'and then pointed out in the claims.
A practical embodiment of the invention is represented in the accompanying drawings forming a part of this specification, in
which similar characters of reference indicate corresponding parts in all the views.
Figureljs a sectional perspective view of the improvement; Fig. 2 is a sectional side elevation of the same; Fig. 3 is a longitudinal sectional elevation of the same, on the line 3-3 of Fig. 2; Fig.' 4 is an enlarged lan view of part of one of the laths; and 'ig; 5 is a sectional side elevation of the improvement, showing a modified form of the anchoring means for the metal lath.
When building a floor, the floorbeams are first placed in position in the usual manner, and then a temporary removable platform or like support B is erected below the floor for supporting metal laths C joined for covering the entire under surface of the lloor, and
designed for supporting the floor filling D of cement, concrete or like material placed, while in a plastic-condition, between the said floor beams and onto the top surface of the metal laths supported by the platform B. Thus the weight of the plastic material and that of the laths C is carried by the platform B, which remains in position u'ntilthe filling I) has set and hardened.
' Each of the metal laths C is provided with anchoringv means extending up to be embedded in the plastic filling material, so that when, the plastic filling material has set and,
hardened, andtheplatforin B is removed.
then the metal laths are anchored to'and supported by the filling D. The anchoring means referred to may be of various forms. For instance, as shown in Figs. 1, 2, 3 and 4, each metal lath O is provided, at its sides, with upturned flanges 0 having sidewise struck-up lugs C both flanges C and lugs (1 being embedded in the filling D. As shown in Fig. 1, some of the laths C rest against the under side of the bases of the floor beams A, with the flanges C of these laths rising on opposite sides of the beams.
hold the lathe in proper alinement and to correctly in position on the support B. As illustrated in Fig. 5, the anchoring means consist of hooks E hooking onto the laths C and extending upwardly, to be embedded with their up )er portions in the filling 1).
Each of the laths O is provided, at its under side, witha key (3, preferably in theform of struck-up lugs bent downwardly and slightly curved, as plainly indicated in Fig. 3, the key forming a support for holding the plaster F in position on the under side of the metal laths. It is understood that after the filling D has set and hardened and the lathe C are anchored to the said filling as above described, then the platform B is removed to allow of placing the plaster F in position -on the under side ofthe metal laths, the
keys C Thus the metal laths are supported solely by. the filling D, and in turn su port the plaster F.
y 'the arrangement described an exceedingly strong, durable and reinforced floor is provided having a smooth plaster securely ield in place by the metal laths.
laving thus described my invention, I claim as new and desire to secure by Letters Patent-- floor having lloorbeams, and a filling of plastic material between the beams, metal laths beneath the said floor and the said floor beams and supported by the plastic filling,- each of said laths having at each side thereof a flange adapted to be embedded in the plastic material, the flanges of the adjacent laths abutting and having lateral struck-up lugs for looking with the plastic material, the surface of the said laths between the flanges being provided with depending struck-up permit of placing the laths conveniently and The flanges C of adjacent laths C abut to plaster being securely held in place by the 1. A building construction, comprising a each other.
2 Y same keys, said keys bei g arranged impairs, the, tweexa the fiangesbemg" pro'g'ified wkrith iemembers of the pans bemgcu'rved toward pendmg struelyu? keys, sald keys helpg I am anged 1n pane, the memhersof the pan'e lo 2. A bmldmg constructlon, compnsmg a bemg Curved towards each othea", anvi means flo'o'r having floor beams, and a filling of plasfor anchoring the lathe to the plastie I tie matefial'between the beams, metal lathe In testimony whereof I have signed my beneath the said floor and the said 'fioor ,name to this specification in the-presence of beams and supported'by the lastic filling, two subscribing A ltnesses.
each of said lathe having-at eae side thereof VALENTINE MflEgLElN.
a flange adapted to be embedded in the 1as-. Witnesses:
tie material, the flanges of the adjacent aths THEQ, G, HQSTER,
abutting, the surface of the said lathe be EVERARD B. MARsHALL.
US28946005A 1905-11-28 1905-11-28 Ceiling construction. Expired - Lifetime US871606A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5560150A (en) * 1995-02-15 1996-10-01 Professional Systems, Inc. Structure for telecommunications equipment enclosure
US20110146190A1 (en) * 2009-12-22 2011-06-23 Mitsubishi Heavy Industries, Ltd. Half precast slab and method for structuring half precast slab

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5560150A (en) * 1995-02-15 1996-10-01 Professional Systems, Inc. Structure for telecommunications equipment enclosure
US20110146190A1 (en) * 2009-12-22 2011-06-23 Mitsubishi Heavy Industries, Ltd. Half precast slab and method for structuring half precast slab
CN102449247A (en) * 2009-12-22 2012-05-09 三菱重工业株式会社 Half precast floor plank, and slab construction method using same
US8375676B2 (en) * 2009-12-22 2013-02-19 Mitsubishi Heavy Industries, Ltd. Half precast slab and method for structuring half precast slab
US8671641B2 (en) 2009-12-22 2014-03-18 Mitsubishi Heavy Industries, Co., Ltd. Half precast slab and method for structuring half precast slab
CN102449247B (en) * 2009-12-22 2014-05-21 三菱重工业株式会社 Half precast floor plank, and slab construction method using same

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