US1276147A - Composite lath. - Google Patents
Composite lath. Download PDFInfo
- Publication number
- US1276147A US1276147A US86111614A US1914861116A US1276147A US 1276147 A US1276147 A US 1276147A US 86111614 A US86111614 A US 86111614A US 1914861116 A US1914861116 A US 1914861116A US 1276147 A US1276147 A US 1276147A
- Authority
- US
- United States
- Prior art keywords
- stone
- sheet
- reinforcement
- paper
- thread
- 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
Links
Images
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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Laminated Bodies (AREA)
Description
A. P. WHITE.
COMPOSITE LATH.
APPLICATION FILED SEPI. Io. 1914.
Patented Aug. 20, 19l8.
2 SHEETS-SHEET l A. P. WHITE.
COMPOSITE LATH.
APPLICATION FILED SEPT. IO. |914.
.Patented Aug. 20, 1918.
2 SHEETS-SHEET 2.
r1 umloz /f/e :r der 7.7%/ Zi QP l'huncp] 2 mig?, EEEEEW n EEEMEE@ w w EEEEEEE EEEEEEE cflf Wmme
hC/ ff/WM5@ ALEXANDER IP. WHITE, 0F CALDWEILANEW JERSEY.
Specification of Letters Patent. Patented Aug. 20, 1918.
Application filed September 10, 1914. Serial N o. 861,116.
To all whom 'it may concern.'
Be it known that I, ALEXANDER P. WHITE, a citizen of the United States, residin at Caldwell, in the county of Essex and Sgtate Iof New Jersey, have invented certain new and ,useful Improvements in Composite Laths, of which the following is aspecifica tion.
This invention relates to a novel building material to be used chieiy for lathing, and
- Vits object is to provide an improved and side thereof.
cheaper article of this nature thato can be readily handled and transported, and which possesses strength without great weight.
A special object` of the invention is to provide a composite lath construction having novel means for strengthenin the product in combination with an artiliclal stone body element, while at the same time imparting thereto improved facilityfor absorbing and assimilating excess moisture in-such a manner as to hold the body of the lath to proper form and condition during the setting of the plaster, thereby insuring the drying of the latter with an even surface, both on walls and ceilings.
Other objects will become apparent as the nature of the invention is better understood, and in order to illustrate the essential features thereof, a few practical embodiments are shown in the accompanying drawings, in
Fig. 2 is a view similar to Fig. l illustrating the thread-reinforcement as consisting of a sheet of coarsely woven fabric, such as cheese cloth, jute fabric, or burlap.
Fig. 3 is an enlarged sectional view of a piece of the completed material showing the stone body element incorporated or consolidated with -the fibrous body sheet and the fibrous thread-reinforcement.
Fig. 4f is a view similar to Figs. l and 2, illustrating a single-ply body sheet carrying the thread or fabric reinforcement upon one Fig. 5 is a sectional view of. a nished piece of the product showing the stone body 91611161113 consolidated with the elements shown in Fig. 4, the view also illustrating the feature of having the stone body element formed with projecting ribs upon one side of the product.
Fig. 6 is a plan view of a modification of the element wherein metal wall holding members or rods are employed, the view illustrating a single-ply body sheet, a threadreinforcement upon one side thereof, and the metal holding rods upon the thread-reinforcement. y l
Fig. 7 is a sectional view of a piece of the finished product Aembodying the construction of Fig. 6, and a part of which view illustrates the application thereof to a wall or ceiling.
Fig. 8 is a detail plan view illustratingy a modification that may be resorted to as to the form of the metallic elements or members of the article.
Like reference characters designate corresponding parts in the several figures of the drawings.
At present, a form of lathin which includes paper in sheet orm combined with an artificial stone substance, thus producing a composite body, and the present invention proposes to effect Van improveis made ment in lathin of this kind by combining f therewith a brous thread-reinforcement which not only strengthens thev product throughout and renders the same more iexible and tenacious, but also exercises a novel .mechanical function which assists in holding the lath to proper form and condition whilethe plaster is drying out. This combination of elements lgives to the new material structural characteristics which enable it to also withstand the shocksof transportationt and the rough handling to which all crude forms of building material are of necessity subjected.
., For illustrative purposes, reference'is now shownu in the drawings. In these drawings,
`the reference letter a designates the fibrous made to the embodiments of the invention rier for the stone body element, designated by the reference letter b. Thethread-reinforcement which is consolidated with these elements to make the composite lath is designated by the reference letter c, and may consist of single unwoven threads of fibrous t material such as cotton or jute, or may conslst of a sheet of coarsely woven fabrlc, such as commercial cheese cloth, jute fabric, or burlap. Both forms of this reinforcement are shownin the drawings, Fig. 1 illustrating single unwoven threads arranged in 5 close parallel relation and unconnected, and Fig. 2 showing a layer of the threads woven into a fabric, so it will be understood that the present invention is not limited to either of these forms of the thread-reinforcement,
it onlyT being essential for the purposes of' the present invention that fiber threads of such a character, and in such a number, be
employedto lend to the structure the intended additional reinforcement as well as providing means for absorbing excess mois` Y ture in a manner to relieve the paper material from the deleterious effects thereof.
It is also proposed to combine the threadreinforcement with the paper body sheet in such a manner thatthe artificial stone substance may be deposited on both sides of the reinforced body sheet, and the stone surface coating on one side of the article united through the Ibody sheet and the meshes of the thread-reinforcement, with the stone surface coating on the opposite side of the article, thereby forming a homogeneous stone body element.
In explanation of the methods which may be pursuedin making the new article, it will be observed by reference to Figs. 1, 2 and 3 of the drawings that the fibrous body sheet a preferably consists of paper in sheet form v of a strong variety, as well as being porous so as to be permeable to the stone-solution.
On one face of this fibrous body sheet is placed the thread-reinforcement c consisting of the connected or unconnected brous threads referred to, and in order to provide a firm attachment of the said reinforcement to the body sheet a suitable adhesive is employed for this purpose,such .for example as Y silicate of soda containing say five per cent.
of oxid of zinc. Then, over the thread-reinforcement c is superimposed a second paper or equivalent body sheet a, 'and after breaking up the unit or body thus formed by a multiplicity of perforations d, the same has applied thereto an artificial stone compound by either immersing the body in a /stone solution or applying the latter with a spray. If necessary, the consolidation or union of these various elements with the artiicial stone may be assisted by mechanical pressure in a press or between rolls or otherwise, the result being a composite sheet having the-quality of a flexible stone.
Various substances and compounds may j be employed for the stone body element of the material, and it is therefore to be understood that the general designation or terms stone compound or stone element employed herein are intended to include any suitable cementitious compound or substance which is used in a plastic or soft state, and
will on drying and setting become hard and take the nature of stone. Many of the artiicial stone substances, well known, are available for the purpose. For instance, a mixture ofvsilicate of soda, infusorial earth, and oxid of iron will answer. To make this compound, ordinary commercial liquid silicate of soda is mixed with equal parts of iron oxid and infusorial earth forming a paste of the consistency of ordinary molasses. The mixture may be improved by a slight quantity of zinc oxid, say five lper cent., and when the zinc is used the iron may be omitted. It will of course be understood that other artificial stone compositions may be satisfactorily employed to form the stone body element.
As already indicated, the unit or body formed Iby combining the thread reinforcement with a paper body sheet is broken up by a number of perforations, which not only provide ke ing means' for .the plaster but also lessen t e tendency of the paper to swell and warp when the wet plaster 1s applied. This tendency of the pa er to distortion is very materially reduce by breaking up the surfacethereof with the perforations, since the expansive capabilities of the small or divided areas are notnearly so great as if the paper material was left unbroken or intact. Furthermore, the provision of the perforations in the paper sheet enables the stone substance to ll into the same and integrally unite the stone coatings on opposite sidesof the sheet, and in thus completely enveloping the reinforced paper body sheet, the stone substancewill render the paper substantially moisture-proof or better adapted to resist the undesirable effects of moisture. Nevertheless, in order to more l efectually safeguard the product against the action of moisture on the paper body sheet or sheets, the present invention includes the thread-reinforcement which mechanically takes care of any fugitive or excess moisture as well as directly contributing to the strength of the product. In explanation of this mechanical action of the thread-reinforcement, it will be noted that when the wet plaster is applied to the lath,
such moisture as may penetrate the pores of the stone or laper will likewise reach the iibrous threa s. This moisture will cause the paper fibers to swell, but it will also cause the chords of the thread-reinforcement to shorten or contract, thereby drawing suchreinforcement taut and maintaining a flat even surface until the plaster has f set and hardened by the departure of the moisture. In short, if 'by reason. of the moisture there is any tendency in the paper layer or layers toswell or sag, the tightening of the thread-reinforcement will correct the same and thus maintain the article in proper form and condition.
To illustrate more fully the general scope of the invention reference is made to Figs. A and 5 of the drawings wherein is shown a form of lath consisting of a single ply paper body sheet a to one side of which is adhesively fastened the fibrous thread-reinforcement c, the same being lled and covcred by the stone body element b in the manner and for the purpose already explained. Fig. 5 is also illustrative of a detail of construction that may be employed to advantage, namely the formation of the stone body element with integral projections c forming external stone ribs which impart added strength to the article, as well as increasing the e'ective plaster holding area thereof. It is noted in this connection that owing to the stone character of the surfaces of the product, plaster will tenaciously adhere to it without the necessity of providing the locking and attaching means commonly known as keys. At the same time the material, when used for lathing, can be fastened to the studding or furring by nails, as shown in Fig. 7 of the drawings.
In making the new material, the same may also be combined with metal wall-holding members f as shown in Figs. 6 and 7 of the drawings. These wall holding members preferably consist of metal rods of suitable gage arranged at distances of from three to ve inches apart and extending parallel from one end of the sheet to the other. The said holding members or rods f may be temporarily held to the reinforced body sheet by staples or equivalent fastening means g prior to the application of the stone substance thereto, but then lbecome an intimate part of the structure giving added strength thereto as well as constituting permanent wall-holding members after being placed in position on a wall or ceiling and the plaster applied. In using the metal holding members or rods f, the same may be combined with key openings h which entirely pierce the lath adjacent the rods so as to permit the plaster to pass throu h said openings and engage about the ro s. To more eli'ectually accomplish this result, the key openings h may be in the form of slots and the metal rods arranged in a manner to cross a number of these slots so as to be dil rectly exposed to the plaster entering the same. This is plainly shown in Figs. 6 and 7 of the drawings.
Although for the purpose of clearness, certain steps for the production of the new material 'have been explained in detail, it is obvious that the desired results can be accomplished in other ways. For instance, instead of using the paper `in the convenient sheet form and cementing together two separate sheets with the thread reinforcement between them, the paper may be used in the plastic form and have the thread-reinforcement incorporated therein before being worked into sheets. But regardless of the particular process employed and the order Lof the steps thereof, the essential features of the invention will remain the same in the novel combination of the paper body sheet, the threadfreinforcement therefor, and the stone body element, withlor without the feature of metal holding rods carried therewith. Also, with respect to the metallic elements of the article, these may be'arranged in different ways without affecting the invention, for example as shown in Fig. 8 of the drawings.
From the foregoing, it is thought that the novel features of the invention will be readily understood without further description, and that various changes in the use ofmaterials and their arrangement, such as fall within the scope of the appended claims, may be resorted to without departing from the spirit or sacrificing any of the advantages of the invention.
I claim:
1. A building lath composed of a fibrous body sheet, absorbent reinforcing threads extending throughout the structure and united with the body sheet, and an artiiicial stone element having a bonding engagement with both the body sheet and said threads.
2. A structure for lathing consisting of a perforated paper sheet, ibrous reinforcing threads extending throughout the structure and exposed at the perforations, and an articial stone element covering the sheet and extending through the perforations.
3. A structure for lathing consisting of metallic holding members for the plaster or equivalent material, a perforated fibrous sheet carried with said members, fibrous reinforcing threads extending throughout the structure and united with the sheet, and an artificial stone element covering and engaging the metallic members and fibrous sheet and extending through the perforations of the latter.
In testimony whereof I hereunto aliix my signature in the presence of two witnesses.
ALEXANDER P. WHITE.
Witnesses:
C. N. FARME, J. A. CLARKE.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US86111614A US1276147A (en) | 1914-09-10 | 1914-09-10 | Composite lath. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US86111614A US1276147A (en) | 1914-09-10 | 1914-09-10 | Composite lath. |
Publications (1)
Publication Number | Publication Date |
---|---|
US1276147A true US1276147A (en) | 1918-08-20 |
Family
ID=3343751
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US86111614A Expired - Lifetime US1276147A (en) | 1914-09-10 | 1914-09-10 | Composite lath. |
Country Status (1)
Country | Link |
---|---|
US (1) | US1276147A (en) |
Cited By (20)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2903880A (en) * | 1951-09-22 | 1959-09-15 | Pittsburgh Steel Co | Reinforcement fabric for concrete structures |
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 |
-
1914
- 1914-09-10 US US86111614A patent/US1276147A/en not_active Expired - Lifetime
Cited By (40)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2903880A (en) * | 1951-09-22 | 1959-09-15 | Pittsburgh Steel Co | Reinforcement fabric for concrete structures |
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 |
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 |
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 |
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 |
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 |
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 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US1276147A (en) | Composite lath. | |
US4948647A (en) | Gypsum backer board | |
US2313990A (en) | Wallboard joint system | |
US2739092A (en) | Manufacture of reinforced paper and product | |
US20060134371A1 (en) | Building panels with aesthetic edges | |
US2587985A (en) | Wall and method of making it | |
US2070527A (en) | Flexible wood-faced material | |
US2064785A (en) | Sealed joint | |
US1703667A (en) | Wall-board-joint system | |
US2332703A (en) | Cement-fiber board | |
US1824082A (en) | Metal lathing | |
US1719726A (en) | Wall board | |
US1474657A (en) | Plaster board | |
US1609938A (en) | Waterproofing system and method of producing the same | |
US2261480A (en) | Building structure | |
US1776254A (en) | Sheathing | |
JP2968170B2 (en) | Sheet-shaped plastering finishing material, its manufacturing method and its on-site construction method | |
US1875735A (en) | Floor covering and method of making the same | |
US1015919A (en) | Bituminous structural material. | |
US2003618A (en) | Method of and means for waterproofing buildings | |
US2143600A (en) | Gummed tape | |
US1770521A (en) | Metal-reenforced fiber board | |
US2120644A (en) | Plasterboard | |
US1503783A (en) | Plaster board | |
US1062725A (en) | Coated fabric. |