US1035206A - Fireproof building construction. - Google Patents

Fireproof building construction. Download PDF

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Publication number
US1035206A
US1035206A US65754311A US1911657543A US1035206A US 1035206 A US1035206 A US 1035206A US 65754311 A US65754311 A US 65754311A US 1911657543 A US1911657543 A US 1911657543A US 1035206 A US1035206 A US 1035206A
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United States
Prior art keywords
plates
ribs
building construction
forks
bent
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Expired - Lifetime
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US65754311A
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Henry L Lewen
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INTERNATIONAL Corp OF MODERN IMPROVEMENTS
INTERNAT CORP OF MODERN IMPROVEMENTS
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INTERNAT CORP OF MODERN IMPROVEMENTS
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Priority to US65754311A priority Critical patent/US1035206A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/867Corner details

Definitions

  • Iy invention relates to certain new and useful improvements in fire-proof building construction and particularly to a novel means for anchoring together in spaced relation two specially formed plates, and the invention consists of the parts, and the constructions, arrangements and combinations of parts which I will hereinafter describe and claim.
  • Figure l is a perspective view of a building element constructed according to my invention and designed particularly for vertical reinforce- 'ment.
  • Fig. 1 is a similar view of a part of a building element or anchor designed for horizontal reinforcement.
  • Fig. 2 is a horizontal sectional view showing the anchoring element connecting two spaced ribbed plates 3
  • Fig. 3 is a perspective view showing anchors or building elements connecting spaced ribbed plates and showing horizontal reinforcing rods extending through the anchors, r u h: h api s:
  • ribs are made to project at right-an les from both sides of the plates, a thong it is evident from what Wlll hereinafter appear that the ribs ma extend from the inner side only in ord er that they may be successively en aged by an anchoring element which hol s the p ates spaced apart.
  • the ribs extend from both sides of the plates; the ribs of the outer side are shown of smaller size than those of the inner side,
  • the leading characteristic of the present improvement is in. the form of the element or anchor, 6, which serves as a spacer for the main plates, A, and as a means for properly anchoring said plates in either a horizontal or vertical position.
  • the anchoring element, 6, is formed from, a sheet of metal of appropriate thickness and of such width and length as may be desired for the particular purpose, the ends of the sheet being slitted longitudinallyfor a suitable distance to form independent forks, 7,
  • the anchoring element is formed with three forks, two ofwhich at each end are bent in one direction while the other or intermediate fork is bent in the opposite direction, the threev forks at each end of the anchor being designed.
  • anchors may be freely moved up andidown or lengthwise of the ribs of the main lates,.whereby their position ma be readi y adjusted to any point desire
  • length of these anchoring elements will depend upon the thickness or width of the proposed "partition, or of a floor or ceiling construction, said anchors holding the ribbed Lulu ner well known in this art, whereby a rein-- forced structure is produced.
  • the anchoring elements are provided with perforations, 8, and through these perforations pass suitable rods, 9, which serve as additional reinforcements for the structure.
  • the plate or anchoring element, (3, is slitted and bent in opposite directions as at 10, to form loops to receive a rod, 11, which willserve as a vertical reinforcement; in Fig. l the slitted end of the plate or element, 6, is bent to form alined loops, 12, through which pass a suitable wedge, 13, which when driven in place not only strengthens the plate, but also draws upon the forks thereof to cause thelatter to clench the longitudinal engaging rib of the contiguous plate, A. It will also be observed that wherever theconstruction calls for the same, other ribbed plates may extend at right angles to the plates first mentioned to produce a square or like form, as indicated in dotted lines, at A, in Fig.
  • the anchoring elements at their forked ends may connect these additional plates, in which case they extend above at right-angles to the correspondingelements which are spaced apart and anchor the plates,'A, it being understood that the interspaces between the plates and those inclosed by the ribs will'be filled, say when the plates are in the horizontal position, and that when set up the ribbed plates are held apart by the anchoring elements; the outside finishing plaster, 15, may then be applied to the outer faces of the ribbed plates, as shown in Fig. 3.
  • the space inclosed by the outside ribs, 2 is generally filled while the plates are in a horizontal position'and before assembled for walls or pillars. They are then roaaaoe ranged at right angles to the plates, and
  • said element having a length about equal to the distance between the inner face of opposite plates, said element having its ends slitted in a plurality of places to provide a central tongue and a tongue at each side thereof, said central tongue being bent oppositely to the tongues at each side of it and the tongues being fashioned to substantially conform to the cross-sectional form ofthe'ribs and being slidably mounted on said ribs, said element having a perforation through it, and a reinforcing rod passing through said perforation and forming a reinforcing connection between a plurality of spacing ele-. ments.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Piles And Underground Anchors (AREA)

Description

H. L. LEWEN. FIREPROOF BUILDING CONSTRUCTION.
' APPLIUATION FILED OCT. 30, 1911 Q n I J l,@Q O Patented Aug 13,1912.
2 SHEETS-SHEET l.
- IVIT JVESSES INVENTOR- g w hi Allarney v WITNESSES H. L. LEWEN.
FIREPROOI BUILDING CONSTRUCTION. APPLICATION PIL D 001'. so, 1911.
1,035,206. Patented Aug. 13,1912.
2 SHEETS-SHEET 2.
[NVENTOR UnrTnn sTaTas TaTnsT OFFZZQE,
HENRY L. LEWEN, OF NEltT YORK, N. 2., ASSIGNOB TO INTERNATIONAL CORPORATION OF MODERN IMPEOVEMEN TS, OF NEW YORK, N. Y., ACORPORATION OF NEW YORK.
FIREPROOF BUILDING CONSTRUCTION.
To all whom it may concern:
vBe it known that I, HENRY L. LEWEN, a citizen of the United States, residing at- New York, in the county of New York and State of New York, have invented certain new and useful Improvements in Fireproof Building Construction, of which the followin is a specification.
Iy invention relates to certain new and useful improvements in fire-proof building construction and particularly to a novel means for anchoring together in spaced relation two specially formed plates, and the invention consists of the parts, and the constructions, arrangements and combinations of parts which I will hereinafter describe and claim.
In the accompanying drawing forming part of this specification and in which simi Q lar reference characters indicate like parts throughout the several views ;Figure l, is a perspective view of a building element constructed according to my invention and designed particularly for vertical reinforce- 'ment. Fig. 1 is a similar view of a part of a building element or anchor designed for horizontal reinforcement. Fig. 2, is a horizontal sectional view showing the anchoring element connecting two spaced ribbed plates 3 Fig. 3 is a perspective view showing anchors or building elements connecting spaced ribbed plates and showing horizontal reinforcing rods extending through the anchors, r u h: h api s:
and tie-wires extending 5 of the ribs of said plates.
In the said drawings I have shown the present improvement in connection with suitable ribbed plates, A, which plates constitute reinforcing elements and are preferably in the form of sheet-metal rolled or otherwise provided with hollow ribs, 2, of
suitable design and preferably of the form shown in Figs. 2 and 3, which ribs are made to project at right-an les from both sides of the plates, a thong it is evident from what Wlll hereinafter appear that the ribs ma extend from the inner side only in ord er that they may be successively en aged by an anchoring element which hol s the p ates spaced apart.
In the form of plates shown in'Figs. 2 and 3, the ribs extend from both sides of the plates; the ribs of the outer side are shown of smaller size than those of the inner side,
, said ribs inclosing the space which is de- Specification of Letters Patent.
Application filed October 30, 1911.
Patented Aug, 13, 1912?. Serial No. 657,543.
form produced by the ribbed-plates. I This construction, except as to the difference in the size of the ribs on the plates is substan;
tially like what is disclosed in my former applications Serial Nos. 571,743, filed July 13/10; and 638,085, filed July 12/11.
The leading characteristic of the present improvement is in. the form of the element or anchor, 6, which serves as a spacer for the main plates, A, and as a means for properly anchoring said plates in either a horizontal or vertical position. The anchoring element, 6, is formed from, a sheet of metal of appropriate thickness and of such width and length as may be desired for the particular purpose, the ends of the sheet being slitted longitudinallyfor a suitable distance to form independent forks, 7,
7. The intermediate fork, 7, at each end of the plate is designed to be bent in one direction while the outer forks, 7, are to be bent in the opposite direction, said forks being fashioned to conform to the cross-sectional design of the rib on the plate, with L which the forks are to, engage, as shown par-1 'ticularly' in Fig.;3=, whene the plates are very. tically disposed} and the anchoring elements extend transversely from one, plate, to the other and the oppositely bent forks; at; the
- ends engage corresponding ribs on theiiinen faces 0 the opposed plates. By this construction the anchoring element is formed with three forks, two ofwhich at each end are bent in one direction while the other or intermediate fork is bent in the opposite direction, the threev forks at each end of the anchor being designed. to embrace the rib of the plate, A, as shown, and the construction being-such that the anchors may be freely moved up andidown or lengthwise of the ribs of the main lates,.whereby their position ma be readi y adjusted to any point desire It will be understood that the length of these anchoring elements will depend upon the thickness or width of the proposed "partition, or of a floor or ceiling construction, said anchors holding the ribbed Lulu ner well known in this art, whereby a rein-- forced structure is produced. The anchoring elements are provided with perforations, 8, and through these perforations pass suitable rods, 9, which serve as additional reinforcements for the structure.
In Fig. lthe plate or anchoring element, (3, is slitted and bent in opposite directions as at 10, to form loops to receive a rod, 11, which willserve as a vertical reinforcement; in Fig. l the slitted end of the plate or element, 6, is bent to form alined loops, 12, through which pass a suitable wedge, 13, which when driven in place not only strengthens the plate, but also draws upon the forks thereof to cause thelatter to clench the longitudinal engaging rib of the contiguous plate, A. It will also be observed that wherever theconstruction calls for the same, other ribbed plates may extend at right angles to the plates first mentioned to produce a square or like form, as indicated in dotted lines, at A, in Fig. 2, and that the anchoring elements at their forked ends may connect these additional plates, in which case they extend above at right-angles to the correspondingelements which are spaced apart and anchor the plates,'A, it being understood that the interspaces between the plates and those inclosed by the ribs will'be filled, say when the plates are in the horizontal position, and that when set up the ribbed plates are held apart by the anchoring elements; the outside finishing plaster, 15, may then be applied to the outer faces of the ribbed plates, as shown in Fig. 3. The space inclosed by the outside ribs, 2, is generally filled while the plates are in a horizontal position'and before assembled for walls or pillars. They are then roaaaoe ranged at right angles to the plates, and
having a length about equal to the distance between the inner face of opposite plates, said element having its ends slitted in a plurality of places to provide a central tongue and a tongue at each side thereof, said central tongue being bent oppositely to the tongues at each side of it and the tongues being fashioned to substantially conform to the cross-sectional form ofthe'ribs and being slidably mounted on said ribs, said element having a perforation through it, and a reinforcing rod passing through said perforation and forming a reinforcing connection between a plurality of spacing ele-. ments.
2. The combination with a pair of parallel plates having hollow ribs on their corresponding surfaces, of a spacing element extending edgewise from one plate to the other having its opposite ends slitted to form a plurality of forks, said forks at both ends being bent in opposite directions, and made to substantially conform to and embracethe ribs ofsaid plates, said spacing element having itsslitted portion formed with open loops, and wedges engaging said loops and holding the forked ends ofthe plate in clenching engagement with said rib.
In testimony whereof I alliX myisignature in presence of two witnesses. HENRY. L. LEWEN. Witnesses:
C. F. Home, E. F MOON.
flopies oi this patent may be obtained for five cents each, by addressing the Commissioner of Patents, Washington. I). C.
US65754311A 1911-10-30 1911-10-30 Fireproof building construction. Expired - Lifetime US1035206A (en)

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Cited By (35)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3120047A (en) * 1961-05-04 1964-02-04 John M Crom Method of making a liquid impervious wall
US3583123A (en) * 1968-09-25 1971-06-08 Robertson Co H H Foamed-in-place double-skin building construction panel
US4846437A (en) * 1987-02-12 1989-07-11 Fitzgerald Leonard R Bracket for supporting concrete formwork
US5632126A (en) * 1995-03-22 1997-05-27 Agsten; Carl F. Wall system involving corrugated panels for making confinement cells
US5992114A (en) * 1998-04-13 1999-11-30 Zelinsky; Ronald Dean Apparatus for forming a poured concrete wall
US6219984B1 (en) * 1995-05-11 2001-04-24 Francesco Piccone Interconnectable formwork elements
US6247280B1 (en) * 1999-04-23 2001-06-19 The Dow Chemical Company Insulated wall construction and forms and method for making same
US6293067B1 (en) * 1996-11-26 2001-09-25 Allen Meendering Tie for forms for poured concrete
US6321497B1 (en) * 1999-02-02 2001-11-27 First Choice Manufacturing Ltd. Web for insulated concrete form
US6378261B1 (en) * 1999-07-13 2002-04-30 Carl F. Agsten Wall system involving panels
US20050028466A1 (en) * 2003-08-06 2005-02-10 Anthony Titishov Insulated concrete wall forming system and hinged bridging webs
US7007434B1 (en) * 1999-04-06 2006-03-07 Erik Danielsson Building structure element and stiffening plate elements for such an element
US20090013629A1 (en) * 2007-07-09 2009-01-15 Boeshart Patrick E Method and Apparatus for Using Foam Panels As Forms For Making Concrete Walls
US20090107074A1 (en) * 2007-07-09 2009-04-30 Boeshart Patrick E Method and Apparatus for Using Foam Panels as Forms for Making Concrete Walls
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
US20110099927A1 (en) * 2009-11-04 2011-05-05 Garcia Viar Luis Construction component and method for producing a construction component
US20110131914A1 (en) * 2009-04-27 2011-06-09 Richardson George David Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US20110197529A1 (en) * 2008-11-07 2011-08-18 Carlo Calisse Connection system for prefabricated thermal break panels
US8793953B2 (en) 2009-02-18 2014-08-05 Cfs Concrete Forming Systems Inc. Clip-on connection system for stay-in-place form-work
US20150135635A1 (en) * 2012-01-05 2015-05-21 Cfs Concrete Forming Systems Inc. Systems for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures with locatable stand-off components
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
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
US10125468B2 (en) * 2017-01-23 2018-11-13 Jose L. Henriquez Stay-in-place footing form assembly and method of use
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 (63)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3120047A (en) * 1961-05-04 1964-02-04 John M Crom Method of making a liquid impervious wall
US3583123A (en) * 1968-09-25 1971-06-08 Robertson Co H H Foamed-in-place double-skin building construction panel
US4846437A (en) * 1987-02-12 1989-07-11 Fitzgerald Leonard R Bracket for supporting concrete formwork
US5632126A (en) * 1995-03-22 1997-05-27 Agsten; Carl F. Wall system involving corrugated panels for making confinement cells
US6219984B1 (en) * 1995-05-11 2001-04-24 Francesco Piccone Interconnectable formwork elements
US6293067B1 (en) * 1996-11-26 2001-09-25 Allen Meendering Tie for forms for poured concrete
US5992114A (en) * 1998-04-13 1999-11-30 Zelinsky; Ronald Dean Apparatus for forming a poured concrete wall
US6321497B1 (en) * 1999-02-02 2001-11-27 First Choice Manufacturing Ltd. Web for insulated concrete form
US7007434B1 (en) * 1999-04-06 2006-03-07 Erik Danielsson Building structure element and stiffening plate elements for such an element
US6247280B1 (en) * 1999-04-23 2001-06-19 The Dow Chemical Company Insulated wall construction and forms and method for making same
US6378261B1 (en) * 1999-07-13 2002-04-30 Carl F. Agsten Wall system involving panels
US20050028466A1 (en) * 2003-08-06 2005-02-10 Anthony Titishov Insulated concrete wall forming system and hinged bridging webs
US7082732B2 (en) * 2003-08-06 2006-08-01 Canstroy International Inc. Insulated concrete wall forming system and hinged bridging webs
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
US20090013629A1 (en) * 2007-07-09 2009-01-15 Boeshart Patrick E Method and Apparatus for Using Foam Panels As Forms For Making Concrete Walls
US20090107074A1 (en) * 2007-07-09 2009-04-30 Boeshart Patrick E Method and Apparatus for Using Foam Panels as Forms for Making Concrete Walls
US20100050551A1 (en) * 2007-07-09 2010-03-04 Boeshart Patrick E Method and Apparatus for Using Foam Panels As Forms For Making Concrete Walls
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
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
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
US20110197529A1 (en) * 2008-11-07 2011-08-18 Carlo Calisse Connection system for prefabricated thermal break panels
US8910440B2 (en) * 2008-11-07 2014-12-16 Carlo Calisse Connection system for prefabricated thermal break panels
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EP3156562A1 (en) * 2009-01-07 2017-04-19 CFS Concrete Forming Systems Inc. Method 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
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
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
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
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
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
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
US8181411B2 (en) * 2009-11-04 2012-05-22 Luis García Viar Construction component and method for producing a construction component
US20110099927A1 (en) * 2009-11-04 2011-05-05 Garcia Viar Luis Construction component and method for producing a construction component
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
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
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
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US20150135635A1 (en) * 2012-01-05 2015-05-21 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
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US10125468B2 (en) * 2017-01-23 2018-11-13 Jose L. Henriquez Stay-in-place footing form assembly and method of use
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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