US1875242A - Building construction - Google Patents
Building construction Download PDFInfo
- Publication number
- US1875242A US1875242A US306137A US30613728A US1875242A US 1875242 A US1875242 A US 1875242A US 306137 A US306137 A US 306137A US 30613728 A US30613728 A US 30613728A US 1875242 A US1875242 A US 1875242A
- Authority
- US
- United States
- Prior art keywords
- lath
- indentations
- laths
- building construction
- plastic material
- 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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Classifications
-
- 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
- y ⁇ invention relatesto building constructions',"' and A'more particularly to lathing vwhereby a great bonding or clinching power is provided for has set, which materiall may be applied in the usual manner, either by hand or a pressure gun, as in practice desired.
- the plastic material usually results in the cracking of the set material, or even the dropping thereof, especially after a hard rain, or the overflow of bath tubs or the like, since the bond or key thus provided for the set material is l slight and easily broken, even when not subjected to accidental soaking of water. Moreover, the laths are frequently set too close together or too far apart, in both cases resulting in an ineffective key or bond to hold the set plastic material to the lathing.
- Fig. 2 is a cross-sectional view, taken on the line, 2 2, Fig.r l, looking in the direction of the arrows,
- Fig. 3 is a fragmentary side elevational view of a lath showing oneform of indentations
- Fig.V 4 is a cross-sectional view, taken on the line 4 4, Fig. 3, and
- Fig. 5 is a View similar to Fig. 3, but illustrating alath equipped with diagonal indentations. i
- lath as used in the specification and claim is of the standard type, such as used in practice, which is substantially from 82 to 48 long, ML to /g thick and l to 11/8 in width.
- 2 incidates a lath, preferably of wood, adapted to be secured to the studs 4 by nails or any other preferred 3 .
- Y 45 indentation formsan eii'ectivekey or clinch,
- a lath provided with Vsetso shallow indentations on both sides thereof, which indentations are adapted to lbreakthe grainr .mV
- a lath provided on both sides thereof f with ,setsv of shallow indentations .of varying depth and positioned in said lath in suchV a v 4manner.tli'atathe grain vin the materialsof said lath lWill be broken to compensate for Vexpansion and contraction thereof soV said lath may o y. v.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Finishing Walls (AREA)
Description
5 y@ N Ym www 4 Mwl /M/ TN. www. .ms ...HmmmV /Z .In WF 4 Aug. 30, 1932.
Patented Aug. 30, A1932 i fi*- UNirEDsrres PATENr ori-ICE f HARLOW H.' HATHAWAY, OF LOS ANGELES, CALIFORNIA BUILDING CONSTRUCTION y.Application :filed September 15, 1928. SeriaI 110.306,137.
y` invention relatesto building constructions',"' and A'more particularly to lathing vwhereby a great bonding or clinching power is provided for has set, which materiall may be applied in the usual manner, either by hand or a pressure gun, as in practice desired.
As is well known, when the conventional wooden lath is used in building constructions, either on the inside or the outside of the building, it is necessary to soak the laths thoroughly with water to swell the same, so that after the plastic material is applied the lath will not swell and break the clincher and a more thorough clinching or bonding action is attained when said material sets and the lath dries.
If this manner is not applied the plastic material usually results in the cracking of the set material, or even the dropping thereof, especially after a hard rain, or the overflow of bath tubs or the like, since the bond or key thus provided for the set material is l slight and easily broken, even when not subjected to accidental soaking of water. Moreover, the laths are frequently set too close together or too far apart, in both cases resulting in an ineffective key or bond to hold the set plastic material to the lathing. In wetting the laths, also, the character of the wood used, with its hard grain, prevents said laths from readily absorbing the water, causing said laths to buckle, making a bump in ,l the wall, which by a sudden j ar of the wall '35 will cause the material to fall, which is frequently dangerous to the person or persons standing close by. By the use of my invention all of these deleterious results are i.' eectively overcome.
It is accordingly an object of my invention to provide a novel form of lathing having means on the edges thereof, which may be in the form of grooves of any preferred shape or form, the outer edges of said grooves either overlapping each other or being flush, said grooves functioning to receive and hold the water so the laths may be thoroughly soaked, the face of said laths, if desired being also provided with indentations, grooves,
in staggered relation, diagonally positioned a plastic material, after it` or otherwise, to receive the water, and later the plastic material, which, after it has set forms an effective key or bond to prevent the set material from cracking or falling, Vsaid laths, if desired being also provided with means whereby they maybe secured in place on the building.
The aboveA and further objects and advantages of my invention as will hereinafter more fully appear, I attain by the construction described in the specification and illustrated on the'drawing, forming a part of my application;
Reference Y is had to the accompanying drawing, in which similar reference characters denote similar parts. In the drawlngi i Fig. 1 is a fragmentary front elevational view showing the laths in place, the plastic material being cut away to disclose same,
Fig. 2 is a cross-sectional view, taken on the line, 2 2, Fig.r l, looking in the direction of the arrows,
Fig. 3 is a fragmentary side elevational view of a lath showing oneform of indentations,
Fig.V 4 is a cross-sectional view, taken on the line 4 4, Fig. 3, and
Fig. 5 is a View similar to Fig. 3, but illustrating alath equipped with diagonal indentations. i
Describing my invention more in detail, while I preferably employ wood to form my novel' form oflath, it is clear that other material may be used, the wood being preferably sawed or cut to the regulation size, and
provided vwith grooves, holes, and indentations, to `hold the water a sufficient time to soak the lath, and to break the hard grains which cause practically all the buckling, and enables the set plastic material to make a perfect clinch or bond. y
It is to bevunderstood that the term lath as used in the specification and claim is of the standard type, such as used in practice, which is substantially from 82 to 48 long, ML to /g thick and l to 11/8 in width.
As seen in the drawing, 2 incidates a lath, preferably of wood, adapted to be secured to the studs 4 by nails or any other preferred 3 .Y 45 indentation formsan eii'ectivekey or clinch,
1 my invention it is imPO'Sble not'ftohforrn "a Y pressions-may (be formed inthe lathing 2, on
one Vorion both sides,
may bezused, y otherwise, so long v fore the" plastic 3'0 more Water the laths `In putting quently `place spacedapa/rt, thelworlrmen do noti apply suf` e indicated by t Y `preferred jfarrangement .of said l indentations fastening means, said lat-hs having cut-away or formed/ on the edges thereof grooves 6,* which may be V-shaped in form, curved or of other shape. Y
' on lathing, the Workmen frethem too clos-e together or too far apart, With the result thatV no clinch at all is torinetl for theplastic material,1or when spacedtoo far apart the material is tooheavy and drops o, moreover, even vvhen'properly ticient Jforce to form a key. Ey the usesof roper key, irrespective of the character of the ylabor of the Workman.
Als-seen inthe. drawing, indentations or dey y said indentations jbeing he reference'numeral 11i. "Any veither diagonally, staggered or as the grain` ,is broken. 'Y *.The". ,chiara/eter of' the indentations, also,
maybe varied, as well as theirfpositiogns as e' 1n practice desired.`
i' f After vhelathingj has 'been secured in ipo# Siton., Waterk is always.
sprayed thereon bel absorb thejbetterrestilts. Will be' obtained., hardj'grains runningftherethrough, it does not readily absorb the Water. This feature is taken care of by theindentations,and. aftery thesvvet plastic material is applied, Ythe hardI grains slovvly talle up the Water/,and cause the lathing .to buckle, with the results Bergstrom described. .When .theiathing dries, -it assumes its original position, and y theplastic material drops o ii'; f Y
` Thev indentations, as s liovvn and .described provide an eective means for insuringthat the lathijn'g bethoroughly soaked before the plastic material is applied,y Moreoventhere, isi-a vgreatgsaving. of Vmaterial inth'at every andfthere is'no dropping and consequent loss OYmateral. i l
By the'use4 of inyinventionhe'avy rains orv i' the verfiewi of Sinks, bah tubs andthe like hav vnoeifect uponthe tight holdfof the'plas' tic.,material` asijnstv described.V -There is no breaking oli" ofjfmaterial Vforming a; clinch' backof tlieflathing. 1 Y Y 'Whnejrhave time maritalA niy intenti@ vvvithigreat particularity, If'dovnot vpropose to k.beliinit'ed tothe exact detailsoi construction'shovvny and described, but reserve the fshtn cations thereof that vfall Within the: appended claims. Iielainn as inyi'nvention; Y f T1. A vlath provided with sets vo-f staggered the. scope i shall-ovryindentations to out the grain of said lath,.extending-only 'part vvvay into said lathi said rlath 4vvill yprevented material is applied, and the` Wilma@ Woodies Y bucklingV When Aassociated vvithV a building construction'.
2. A lath provided with Vsetso shallow indentations on both sides thereof, which indentations are adapted to lbreakthe grainr .mV
of the material of said lath so that expan-r sion and contraction` thereofwwill be pompen? sated'for When plaster islappl'iedj tplprevent y saidplaster from cracking "or ffalling.
'3. A lath provided on both sides thereof f with ,setsv of shallow indentations .of varying depth and positioned in said lath in suchV a v 4manner.tli'atathe grain vin the materialsof said lath lWill be broken to compensate for Vexpansion and contraction thereof soV said lath may o y. v.
be nailedto a building construction ,aL-any point thereof Without weakening 's id "lath",
this'speciiication;y V `f mitofvv 4n,Ine ifi-rait?Ar 1;.
practice to-'make any and all Inodi-v i
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US306137A US1875242A (en) | 1928-09-15 | 1928-09-15 | Building construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US306137A US1875242A (en) | 1928-09-15 | 1928-09-15 | Building construction |
Publications (1)
Publication Number | Publication Date |
---|---|
US1875242A true US1875242A (en) | 1932-08-30 |
Family
ID=23183999
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US306137A Expired - Lifetime US1875242A (en) | 1928-09-15 | 1928-09-15 | Building construction |
Country Status (1)
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US (1) | US1875242A (en) |
Cited By (20)
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 |
US20180347191A1 (en) * | 2017-06-01 | 2018-12-06 | 9360-4742 Quebec Inc. | Prefabricated concrete slab floor and method of fabricating the same |
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 |
-
1928
- 1928-09-15 US US306137A patent/US1875242A/en not_active Expired - Lifetime
Cited By (41)
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 |
US20100071304A1 (en) * | 2007-04-02 | 2010-03-25 | Richardson George David | Fastener-receiving components for use in concrete structures |
US8458985B2 (en) | 2007-04-02 | 2013-06-11 | Cfs Concrete Forming Systems Inc. | 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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
US9273477B2 (en) | 2009-02-18 | 2016-03-01 | Cfs Concrete Forming Systems Inc. | Clip-on connection system for stay-in-place form-work |
US8793953B2 (en) | 2009-02-18 | 2014-08-05 | Cfs Concrete Forming Systems Inc. | Clip-on connection system for stay-in-place form-work |
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 |
US20110131914A1 (en) * | 2009-04-27 | 2011-06-09 | Richardson George David | 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 |
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 |
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 |
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 |
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 |
US11499308B2 (en) | 2015-12-31 | 2022-11-15 | 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 |
US20180347191A1 (en) * | 2017-06-01 | 2018-12-06 | 9360-4742 Quebec Inc. | Prefabricated concrete slab floor and method of fabricating the same |
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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