US820246A - Lathing system. - Google Patents
Lathing system. Download PDFInfo
- Publication number
- US820246A US820246A US25952505A US1905259525A US820246A US 820246 A US820246 A US 820246A US 25952505 A US25952505 A US 25952505A US 1905259525 A US1905259525 A US 1905259525A US 820246 A US820246 A US 820246A
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- US
- United States
- Prior art keywords
- laths
- bars
- lathing
- tongues
- lath
- 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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-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/02—Coverings or linings, e.g. for walls or ceilings of plastic materials hardening after applying, e.g. plaster
- E04F13/04—Bases for plaster
Definitions
- My invention relates to lathing systems, and more particularly to those employing metal. Its principal objects are to provide a convenient lath and to furnish a simple and strong construction.
- Figure 1 is a broken top plan view of a lath made in accordance with my invention.
- Fig. 2 is a side elevation thereof.
- Fig. 3 illus trates the invention in connection with a ceiling or so-called flat arch.
- Fig. 4 is a broken front elevation of a vertical construction, as a wall or partition.
- Fig. 5 is a horizontal sectional detail therethrough, taken on the line 5 5 of Fig. 4; and Figs. 6 and 7 are similar view of other arrangements.
- openings are preferably cross-shaped, they having intersecting arms 18 13, which are shown as situated at right angles to one another.
- the key-openings are arranged in series or rows both longitudinally and transversely of the lath, and considering the transverse series the arms of each project between the corresponding arms of adjacent series, the openings being in staggered relation to one another. This disposition of key-openings gives the maximum area with the minimum reduction of strength of lath and furnishes a particularly effective interlocking of the plaster. Extending across each of the sections 11 are longitudlnal corrugations 14, which serve to strengthen the lath against distortion.
- the laths may be similarly bent, this being done upon lines which give the desired air-space. Then the laths may be either fixed in place by nails driven through the bottom of the depressions or they may surround furring strips or bars 21. To these they may be locked or clenched by alternately bendin the tongues 17 over the outer edges of the bars and into the spaces furnished by forcing back the opposite tongues,-
- Fig. 5 the outer series of said tongues is used, since the bars are of considerable width, or, as is shown in Fig. 6, the inner tongues may be bent over narrower bars 22 and similarly inserted through the opposite spaces.
- Fig. 7 still another arrangement is illustrated, the outer tongues being alternately turned across a narrow bar 23. It will be clear that if a still greater airspace is desired than would be furnished by the depressions formed from single spaces these depressions may be made to include the intermediate sections 11, the bending being done upon the index-marks at each side thereof.
- a lathing system comprising bars, and laths having portions surrounding and extending beyond the bars at one edge, and having interlocking engagement with similar portions of the laths.
- a lathing system comprising bars, and laths having portions cooperating with the bars, said laths .being provided with lookingtongues.
- a lathing system comprising bars, and laths having portions cooperating with the bars, said laths being provided with tongues extending over the bars.
- a lathing system comprising a series of laths each provided with cross-shaped keyopenings, the arms of each opening of one series having portions extending between those of an adjacent series, transverse corrugations extending between the key-o enings, longitudinal corrugations extending etween the series of key-openings, transverse indexmarks extending between the sets of openings, and a series of tongues extending transversely across the laths between the indexmarks, said laths having portions adapted to surround and extend beyond the edges of a supporting-bar and interlocking with each other.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Orthopedics, Nursing, And Contraception (AREA)
Description
E. NIDDS.
LATHING S EM.
APPLICATION FILED 9, 1905.
PATENTBD MAY 8, 1906.
2 SHEETS-SHEET 1.
WITNESSES:
ATTORNEYS PATENTE'D MAY 8, 1906.
z sums-sum z.
IIVI/E/VTOR Edward fiiczs ATTORNEYS wmimmwmm E I m B. NIDDS.
LATHING SYSTEM.
APPLICATION mum MAY 9, 1905.
, UNI ED STATES PATENT OFFICE.
EDWARD NIDDS, NEW YORK, N. Y., ASSIGNOR OF ONE-HALF TO MICHAEL H. OALLAN, OF BROOKLYN, NEW YORK.
LATHING SYSTEM.
Specification of Letters Patent.
Patented May 8, 1906.
. Application filed May 9, 1905- Serial No. 259,525.
T at whom it may concern.-
Be it known that I, EDWARD NIDDs, a citizen of the United States, and a resident of the city of New York, borough of Brooklyn, in the county of Kings and State of New York, have invented a new and Improved Lathing System, of which the following is a full, clear, and exact description.
My invention relates to lathing systems, and more particularly to those employing metal. Its principal objects are to provide a convenient lath and to furnish a simple and strong construction.
Reference is to be had to the accompanying drawings, which form a part of this specification, in which like reference characters indicate like parts in the several views.
Figure 1 is a broken top plan view of a lath made in accordance with my invention. Fig. 2 is a side elevation thereof. Fig. 3 illus trates the invention in connection with a ceiling or so-called flat arch. Fig. 4 is a broken front elevation of a vertical construction, as a wall or partition. Fig. 5 is a horizontal sectional detail therethrough, taken on the line 5 5 of Fig. 4; and Figs. 6 and 7 are similar view of other arrangements.
In Figs. 1 and 2 is shown one form of my improved lath, which is preferably stamped from sheet metal 10 and is of a length and width most convenient for the uses to which it is to be put. The former dimension is considerably greater, the laths thus being in comparatively long strips. Each lath is divided into a lurality of sections 11, in which are formed icy-openings 12 to receive and lock in place the plaster which is applied to the system in which the laths are employed.
These openings are preferably cross-shaped, they having intersecting arms 18 13, which are shown as situated at right angles to one another. The key-openings are arranged in series or rows both longitudinally and transversely of the lath, and considering the transverse series the arms of each project between the corresponding arms of adjacent series, the openings being in staggered relation to one another. This disposition of key-openings gives the maximum area with the minimum reduction of strength of lath and furnishes a particularly effective interlocking of the plaster. Extending across each of the sections 11 are longitudlnal corrugations 14, which serve to strengthen the lath against distortion. These corrugations are shown as four in number, there being one at each edge, and in these outside corrugations are formed slits 14", which furnish between them su porting-tongues 14 etween the sections 11 are s aces 15, across which extend transverse in ex-marks 16, here shown as consisting of small corrugations.) These furnish a guide by which the lath may be bent by the user to adapt it to various applications. Seven of these index-marks are illustrated in each group, and from opposite sides of those at each side of the center extend locking-tongues 17, which may be bent from the plane of the surrounding metal to engage supporting elements.
In the ceiling system (illustrated inFig. 3 of the drawings) beams 18 are provided having flanges 19, which support intermediate flat bars 20. The laths are bent upon the index-marks to furnish transverse depressions which surround these bars. In the present instance this bending is upon the center mark, the relation between the elements being'such that this causes the sections 11 to lie below the plane of the bottom flanges of the beams, and the laths being bent until the adjacent edges meet beneath the bars they furnish an uninterrupted surface to receive the plaster. It should be noted that the bars not only support the laths, but that the laths in turn malntain said bars against lateral displacement. The system thus eliminates all auxiliary securing means either for the laths or bars. Though I have shown only a flat ceiling construction, it will be obvious that the invention is equally applicable to segmental arches. In fact, the arrangements in which it may be used are limited only to the capabilities of bending the bars and conforming the lathing.
To furnish vertical surfaces to receive the plaster, the laths may be similarly bent, this being done upon lines which give the desired air-space. Then the laths may be either fixed in place by nails driven through the bottom of the depressions or they may surround furring strips or bars 21. To these they may be locked or clenched by alternately bendin the tongues 17 over the outer edges of the bars and into the spaces furnished by forcing back the opposite tongues,-
as is shown in Fig. 5.- Here the outer series of said tongues is used, since the bars are of considerable width, or, as is shown in Fig. 6, the inner tongues may be bent over narrower bars 22 and similarly inserted through the opposite spaces. In Fig. 7 still another arrangement is illustrated, the outer tongues being alternately turned across a narrow bar 23. It will be clear that if a still greater airspace is desired than would be furnished by the depressions formed from single spaces these depressions may be made to include the intermediate sections 11, the bending being done upon the index-marks at each side thereof. In addition to the support furnished by the nailing of the laths or by engagement of their locking-tongues they may be further maintained in the proper relation to one another by pressing outwardly in opposite directions the tongues 14* at the lower edge of each lath, so that they will straddle the upper edge of those below them, thus positively preventing displacement by one another.
Having thus described my invention, I claim as new and desire to secure by Letters Patent 1. A lathing system, comprising bars, and laths having portions surrounding and extending beyond the bars at one edge, and having interlocking engagement with similar portions of the laths.
2. A lathing system comprising bars, and laths having portions cooperating with the bars, said laths .being provided with lookingtongues.
3. A lathing system comprising bars, and laths having portions cooperating with the bars, said laths being provided with tongues extending over the bars.
4. A lathing system, comprising a series of laths each provided with cross-shaped keyopenings, the arms of each opening of one series having portions extending between those of an adjacent series, transverse corrugations extending between the key-o enings, longitudinal corrugations extending etween the series of key-openings, transverse indexmarks extending between the sets of openings, and a series of tongues extending transversely across the laths between the indexmarks, said laths having portions adapted to surround and extend beyond the edges of a supporting-bar and interlocking with each other.
In testimony whereof I have signed my name to this specification in the presence of two subscribing witnesses. I
EDWARD NIDDS.
Witnesses:
HENRY W. SCHAEFER, DANIEL SEGER, Jr.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US25952505A US820246A (en) | 1905-05-09 | 1905-05-09 | Lathing system. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US25952505A US820246A (en) | 1905-05-09 | 1905-05-09 | Lathing system. |
Publications (1)
Publication Number | Publication Date |
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US820246A true US820246A (en) | 1906-05-08 |
Family
ID=2888727
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US25952505A Expired - Lifetime US820246A (en) | 1905-05-09 | 1905-05-09 | Lathing system. |
Country Status (1)
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US (1) | US820246A (en) |
Cited By (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20040010994A1 (en) * | 2000-03-29 | 2004-01-22 | Francesco Piccone | Apertured wall element |
US20100050552A1 (en) * | 2007-04-02 | 2010-03-04 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for providing linings on concrete structures |
US20100251657A1 (en) * | 2007-11-09 | 2010-10-07 | Cfs Concrete Forming Systems Inc. A Corporation | Pivotally activated connector components for form-work systems and methods for use of same |
US20100325984A1 (en) * | 2008-01-21 | 2010-12-30 | Richardson George David | Stay-in-place form systems for form-work edges, windows and other building openings |
US20110131914A1 (en) * | 2009-04-27 | 2011-06-09 | Richardson George David | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
US8793953B2 (en) | 2009-02-18 | 2014-08-05 | Cfs Concrete Forming Systems Inc. | Clip-on connection system for stay-in-place form-work |
US9206614B2 (en) | 2011-11-24 | 2015-12-08 | Cfs Concrete Forming Systems Inc. | Stay-in-place formwork with engaging and abutting connections |
US9273479B2 (en) | 2009-01-07 | 2016-03-01 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
US9315987B2 (en) | 2012-01-05 | 2016-04-19 | Cfs Concrete Forming Systems Inc. | Systems for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures with locatable stand-off components |
US9441365B2 (en) | 2011-11-24 | 2016-09-13 | Cfs Concrete Forming Systems Inc. | Stay-in-place formwork with anti-deformation panels |
US9453345B2 (en) | 2012-01-05 | 2016-09-27 | Cfs Concrete Forming Systems Inc. | Panel-to-panel connections for stay-in-place liners used to repair structures |
US9783991B2 (en) | 2013-12-06 | 2017-10-10 | Cfs Concrete Forming Systems Inc. | Structure cladding trim components and methods for fabrication and use of same |
US9982444B2 (en) | 2014-04-04 | 2018-05-29 | Cfs Concrete Forming Systems Inc. | Liquid and gas-impermeable connections for panels of stay-in-place form-work systems |
US10022825B2 (en) | 2010-07-06 | 2018-07-17 | Cfs Concrete Forming Systems Inc. | Method for restoring, repairing, reinforcing, protecting, insulating and/or cladding a variety of structures |
US10151119B2 (en) | 2012-01-05 | 2018-12-11 | Cfs Concrete Forming Systems Inc. | Tool for making panel-to-panel connections for stay-in-place liners used to repair structures and methods for using same |
US10731333B2 (en) | 2015-12-31 | 2020-08-04 | Cfs Concrete Forming Systems Inc. | Structure-lining apparatus with adjustable width and tool for same |
US11180915B2 (en) | 2017-04-03 | 2021-11-23 | Cfs Concrete Forming Systems Inc. | Longspan stay-in-place liners |
US11512483B2 (en) | 2017-12-22 | 2022-11-29 | Cfs Concrete Forming Systems Inc. | Snap-together standoffs for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures |
-
1905
- 1905-05-09 US US25952505A patent/US820246A/en not_active Expired - Lifetime
Cited By (36)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20040010994A1 (en) * | 2000-03-29 | 2004-01-22 | Francesco Piccone | Apertured wall element |
US8458985B2 (en) | 2007-04-02 | 2013-06-11 | Cfs Concrete Forming Systems Inc. | Fastener-receiving components for use in concrete structures |
US20100050552A1 (en) * | 2007-04-02 | 2010-03-04 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for providing linings on concrete structures |
US20100071304A1 (en) * | 2007-04-02 | 2010-03-25 | Richardson George David | Fastener-receiving components for use in concrete structures |
US8844241B2 (en) | 2007-04-02 | 2014-09-30 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for providing linings on concrete structures |
US9080337B2 (en) | 2007-11-09 | 2015-07-14 | Cfs Concrete Forming Systems Inc. | Connector components for form-work systems and methods for use of same |
US8555590B2 (en) | 2007-11-09 | 2013-10-15 | Cfs Concrete Forming Systems Inc. | Pivotally activated connector components for form-work systems and methods for use of same |
US20100251657A1 (en) * | 2007-11-09 | 2010-10-07 | Cfs Concrete Forming Systems Inc. A Corporation | Pivotally activated connector components for form-work systems and methods for use of same |
US10280636B2 (en) | 2007-11-09 | 2019-05-07 | Cfs Concrete Forming Systems Inc. | Connector components for form-work systems and methods for use of same |
US8458969B2 (en) | 2008-01-21 | 2013-06-11 | Cfs Concrete Forming Systems Inc. | Stay-in-place form systems for form-work edges, windows and other building openings |
US20100325984A1 (en) * | 2008-01-21 | 2010-12-30 | Richardson George David | Stay-in-place form systems for form-work edges, windows and other building openings |
US12037801B2 (en) | 2009-01-07 | 2024-07-16 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
US11512484B2 (en) | 2009-01-07 | 2022-11-29 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
US9359780B2 (en) | 2009-01-07 | 2016-06-07 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
US10662661B2 (en) | 2009-01-07 | 2020-05-26 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
US9273479B2 (en) | 2009-01-07 | 2016-03-01 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
US9879436B2 (en) | 2009-01-07 | 2018-01-30 | Cfs Concrete Forming Systems Inc | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
US8793953B2 (en) | 2009-02-18 | 2014-08-05 | Cfs Concrete Forming Systems Inc. | Clip-on connection system for stay-in-place form-work |
US9273477B2 (en) | 2009-02-18 | 2016-03-01 | Cfs Concrete Forming Systems Inc. | Clip-on connection system for stay-in-place form-work |
US20110131914A1 (en) * | 2009-04-27 | 2011-06-09 | Richardson George David | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
US8943774B2 (en) | 2009-04-27 | 2015-02-03 | Cfs Concrete Forming Systems Inc. | Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete |
US10022825B2 (en) | 2010-07-06 | 2018-07-17 | Cfs Concrete Forming Systems Inc. | Method for restoring, repairing, reinforcing, protecting, insulating and/or cladding a variety of structures |
US9206614B2 (en) | 2011-11-24 | 2015-12-08 | Cfs Concrete Forming Systems Inc. | Stay-in-place formwork with engaging and abutting connections |
US9441365B2 (en) | 2011-11-24 | 2016-09-13 | Cfs Concrete Forming Systems Inc. | Stay-in-place formwork with anti-deformation panels |
US10151119B2 (en) | 2012-01-05 | 2018-12-11 | Cfs Concrete Forming Systems Inc. | Tool for making panel-to-panel connections for stay-in-place liners used to repair structures and methods for using same |
US9315987B2 (en) | 2012-01-05 | 2016-04-19 | Cfs Concrete Forming Systems Inc. | Systems for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures with locatable stand-off components |
US9790681B2 (en) | 2012-01-05 | 2017-10-17 | Cfs Concrete Forming Systems Inc. | Panel-to-panel connections for stay-in-place liners used to repair structures |
US9784005B2 (en) | 2012-01-05 | 2017-10-10 | Cfs Concrete Forming Systems Inc. | Systems for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures with locatable stand-off components |
US9453345B2 (en) | 2012-01-05 | 2016-09-27 | Cfs Concrete Forming Systems Inc. | Panel-to-panel connections for stay-in-place liners used to repair structures |
US9783991B2 (en) | 2013-12-06 | 2017-10-10 | Cfs Concrete Forming Systems Inc. | Structure cladding trim components and methods for fabrication and use of same |
US9982444B2 (en) | 2014-04-04 | 2018-05-29 | Cfs Concrete Forming Systems Inc. | Liquid and gas-impermeable connections for panels of stay-in-place form-work systems |
US10450763B2 (en) | 2014-04-04 | 2019-10-22 | Cfs Concrete Forming Systems Inc. | Liquid and gas-impermeable connections for panels of stay-in-place form-work systems |
US10731333B2 (en) | 2015-12-31 | 2020-08-04 | Cfs Concrete Forming Systems Inc. | Structure-lining apparatus with adjustable width and tool for same |
US11053676B2 (en) | 2015-12-31 | 2021-07-06 | Cfs Concrete Forming Systems Inc. | Structure-lining apparatus with adjustable width and tool for same |
US11180915B2 (en) | 2017-04-03 | 2021-11-23 | Cfs Concrete Forming Systems Inc. | Longspan stay-in-place liners |
US11512483B2 (en) | 2017-12-22 | 2022-11-29 | Cfs Concrete Forming Systems Inc. | Snap-together standoffs for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures |
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