US1820897A - Lath structure - Google Patents

Lath structure Download PDF

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Publication number
US1820897A
US1820897A US340969A US34096929A US1820897A US 1820897 A US1820897 A US 1820897A US 340969 A US340969 A US 340969A US 34096929 A US34096929 A US 34096929A US 1820897 A US1820897 A US 1820897A
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United States
Prior art keywords
pockets
sheet
lath
rods
protuberances
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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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US340969A
Inventor
Herbert E White
Walter H Fishel
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Truscon Steel Co
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Truscon Steel Co
Priority date (The priority date 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 date listed.)
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Publication date
Application filed by Truscon Steel Co filed Critical Truscon Steel Co
Priority to US340969A priority Critical patent/US1820897A/en
Application granted granted Critical
Publication of US1820897A publication Critical patent/US1820897A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00Coverings or linings, e.g. for walls or ceilings
    • E04F13/02Coverings or linings, e.g. for walls or ceilings of plastic materials hardening after applying, e.g. plaster
    • E04F13/04Bases for plaster

Definitions

  • the object ofthe present invention is to provide a simple and effective structure for the purpose that can bey manufactured with expedition and will constitute a complete article of manufacture that is capable of being easily and quickly mounted on studding or other supporting means. 7
  • a further object is to provide a structure that will require a minimum amount of plaster to cover and constitutes an effective wall.
  • Figure 1 is a face view of a portion of the preferred embodiment of the invention.
  • Figure 2 is a vertical sectional View on the line 2-2 of Figure 1.
  • Figure 3 is a longitudinal sectional view on the line 3-.-3 of Figure 1.
  • Figure 4 is a View of a portion of the back i, of the structure.
  • a sheet 5 of relatively heavy cardboard orlike fabric is employed. Pressed rearwardly in thissheet are longitudinally disposed rows of elongated v the pockets or ribs of the adjacent rows.
  • the pockets and ribs ofone row are staggered with relation lto T ie portions between the ends of the pockets of each'row are pressed in an opposite direction or forwardly, thus producing on the front face elongated protuberances 8 between the ends of the pockets and in the rear face corresponding depressions 9.
  • Said protuberances have end ywalls forming end walls for the pockets as shown in Figure
  • the end walls of these protuberances 8 and pockets 9 are perforated, preferably at substantially the plane of the front face of the sheet, and through the perforations pass lath rods 10 that thus are held in place by the protuberances and longitudinally bridge the pockets 6, with their rear faces substantially in the plane of the front face of the sheet.
  • the lath rods are secured to the sheet by portions of the sheet itself, eliminating 'the necessity of v additional fastening elements, and are spaced from the bottom of the pockets as shown in Figure 2.
  • the sheet may have rearward depressionsll with rounded tops and substantially straight lower edges 12. ⁇ The lowerportions areslitted, thereby providing openings.y
  • the plaster When this structure is applied to studding or .other supports, and the front face plastered, the plaster willbond with the front face of thesheet, surround and thus be held by the lathy rods and will also be keyed to the sheet by passing downwardly behind the same through the slits 12.
  • the pockets of course produce short ribs on the rear side of the backing sheet that reinforce and stiffen the sheet and those ribs of one row bridging the space between those of the adjacent rows, said rows of ribs coacting in this stiffening or reinforcing action.
  • a plaster supporting structure compris- *Y to the backing sheet by passing through the i material of the backing sheet between the pockets, said material supporting the rods in spaced relation to the bottoms of the pockets.
  • a plaster supporting structure com-c prising a backing sheet having rows of rearwardly pressed spaced apart pockets and for-y wardly pressed protuberances orrnedA of the material of the backing sheet between the pockets and having end walls that are perforated, and lath rods passing through the perforations'in the end walls of vthe protuberances and bridging the pockets, being supported by theend walls in spaced relation to the bottoms of the pockets.
  • A' plaster supporting structure oomprising abacking sheet having rows of rearwardly pressed spaced apart elongated pockets and forwardly pressed rotubera-noes formed of the material of the lloackin sheet between the ends of the pockets and avng end walls thatare perforated, and lath rods passing through the perforations in the endwalls of the protuberanees and extending longitudinally of and over'the pockets, in spaced relation to the bottoms thereof.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Description

Aug 25, 193i. H. E. WHITE ET AL 1,820,897
LATH STRUCTURE Filed Feb. 18, 1929 Patented Aug. 25V, 1931 UNITED STATES "T OFFICE HERBERTI E. WHITE AND WALTER H. EIsHEL, r YoUNGsTwN, OHIO, ASSIGNoRs To v,
TRUscoN STEEL COMPANY, or YoUNesrowi-T, OHIO, AcoRroRAtrfIoN or MICHIGAN LATH sTauoTURE `i A The object ofthe present invention is to provide a simple and effective structure for the purpose that can bey manufactured with expedition and will constitute a complete article of manufacture that is capable of being easily and quickly mounted on studding or other supporting means. 7
A further object is to provide a structure that will require a minimum amount of plaster to cover and constitutes an effective wall.
In the accompanying drawings:
Figure 1 is a face view of a portion of the preferred embodiment of the invention.
Figure 2 is a vertical sectional View on the line 2-2 of Figure 1.
Figure 3 is a longitudinal sectional view on the line 3-.-3 of Figure 1.
Figure 4 is a View of a portion of the back i, of the structure. r
In the embodiment disclosed, a sheet 5 of relatively heavy cardboard orlike fabric is employed. Pressed rearwardly in thissheet are longitudinally disposed rows of elongated v the pockets or ribs of the adjacent rows.
pockets 6,`the pockets of each row being arranged end to end and spaced apart. As a consequence on the rear side of the sheet are produced rows of short ribs 7 that constitute stiffening agents. Moreover the pockets and ribs ofone row are staggered with relation lto T ie portions between the ends of the pockets of each'row are pressed in an opposite direction or forwardly, thus producing on the front face elongated protuberances 8 between the ends of the pockets and in the rear face corresponding depressions 9. Said protuberances have end ywalls forming end walls for the pockets as shown in Figure The end walls of these protuberances 8 and pockets 9 are perforated, preferably at substantially the plane of the front face of the sheet, and through the perforations pass lath rods 10 that thus are held in place by the protuberances and longitudinally bridge the pockets 6, with their rear faces substantially in the plane of the front face of the sheet.
As a consequence of this structure, the lath rods are secured to the sheet by portions of the sheet itself, eliminating 'the necessity of v additional fastening elements, and are spaced from the bottom of the pockets as shown in Figure 2. lIf desired between the pockets 6 and the rodslO the sheet may have rearward depressionsll with rounded tops and substantially straight lower edges 12.` The lowerportions areslitted, thereby providing openings.y
When this structure is applied to studding or .other supports, and the front face plastered, the plaster willbond with the front face of thesheet, surround and thus be held by the lathy rods and will also be keyed to the sheet by passing downwardly behind the same through the slits 12. The pockets of course produce short ribs on the rear side of the backing sheet that reinforce and stiffen the sheet and those ribs of one row bridging the space between those of the adjacent rows, said rows of ribs coacting in this stiffening or reinforcing action. Similarly when the plaster body has been applied and has hardened, that which fills the pockets form From the foregoing, it is thought that the construction, operation and many advantages of the herein described invention will be apparent to those skilled in the art without further description, and it will be understood that various changes in the size, shape, proy portion and minor details of construction may be resorted to without departing from the spirit or sacrificing any of the advantages of the invention.
What we claim, is:
ing a backing sheet having a. generally fiat face and provided at intervals with rear wardly recessed key-forming pockets and lath rods bridging said pockets and securedvv (,Onsequently though the finished wall may be vil() 1. A plaster supporting structure, compris- *Y to the backing sheet by passing through the i material of the backing sheet between the pockets, said material supporting the rods in spaced relation to the bottoms of the pockets. V 2. A plaster supporting structure, com-c prising a backing sheet having rows of rearwardly pressed spaced apart pockets and for-y wardly pressed protuberances orrnedA of the material of the backing sheet between the pockets and having end walls that are perforated, and lath rods passing through the perforations'in the end walls of vthe protuberances and bridging the pockets, being supported by theend walls in spaced relation to the bottoms of the pockets.
3. A' plaster supporting structure, oomprising abacking sheet having rows of rearwardly pressed spaced apart elongated pockets and forwardly pressed rotubera-noes formed of the material of the lloackin sheet between the ends of the pockets and avng end walls thatare perforated, and lath rods passing through the perforations in the endwalls of the protuberanees and extending longitudinally of and over'the pockets, in spaced relation to the bottoms thereof.
In testimony, whereof, we aiX our signatures.
' HERBERT E. WHITE.
WALTER H. FISHEL.
US340969A 1929-02-18 1929-02-18 Lath structure Expired - Lifetime US1820897A (en)

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Application Number Priority Date Filing Date Title
US340969A US1820897A (en) 1929-02-18 1929-02-18 Lath structure

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US340969A US1820897A (en) 1929-02-18 1929-02-18 Lath structure

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US1820897A true US1820897A (en) 1931-08-25

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Cited By (19)

* Cited by examiner, † Cited by third party
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
US11674322B2 (en) 2019-02-08 2023-06-13 Cfs Concrete Forming Systems Inc. Retainers for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures

Cited By (39)

* Cited by examiner, † Cited by third party
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
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
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
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
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
US9441365B2 (en) 2011-11-24 2016-09-13 Cfs Concrete Forming Systems Inc. Stay-in-place formwork with anti-deformation panels
US9206614B2 (en) 2011-11-24 2015-12-08 Cfs Concrete Forming Systems Inc. Stay-in-place formwork with engaging and abutting connections
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
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
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
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
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
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
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
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
US10731333B2 (en) 2015-12-31 2020-08-04 Cfs Concrete Forming Systems Inc. Structure-lining apparatus with adjustable width and tool for same
US11499308B2 (en) 2015-12-31 2022-11-15 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
US11821204B2 (en) 2017-04-03 2023-11-21 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
US11761220B2 (en) 2017-12-22 2023-09-19 Cfs Concrete Forming Systems Inc. Snap-together standoffs for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures
US11674322B2 (en) 2019-02-08 2023-06-13 Cfs Concrete Forming Systems Inc. Retainers for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures

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