US2172052A - Building construction - Google Patents
Building construction Download PDFInfo
- Publication number
- US2172052A US2172052A US239515A US23951538A US2172052A US 2172052 A US2172052 A US 2172052A US 239515 A US239515 A US 239515A US 23951538 A US23951538 A US 23951538A US 2172052 A US2172052 A US 2172052A
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- US
- United States
- Prior art keywords
- blocks
- concrete
- wall
- spaces
- building
- 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
- 238000009435 building construction Methods 0.000 title description 3
- 238000010276 construction Methods 0.000 description 5
- 239000011810 insulating material Substances 0.000 description 5
- 238000005192 partition Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000001788 irregular Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0295—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements of which the width is equal to the wall thickness
Definitions
- This invention relates to improvements in building constructions.
- Concrete building blocks of the kind now commonly used in the fabrication of wall structures 5 are designed primarily to provide left-in-place forms adapted to hold vertical columns of thermal insulating material.
- Wall structures made with concrete building blocks of this particular type have several disadvantages, the most objectionable of which is that their design or construction does not provide for adequate internal reenforcing. It is well known that a mass of concrete cast as a unitary structure is considerably stronger than an equal mass made up of a number of pre-cast units, and since it is not possible with the concrete building blocks now commonly used, to construct a wall having a unitary and integrally formed concrete structure throughout, the load bearing properties of such a wall are not adequate to meet certain building requirements. Until the present invention the vertical and horizontal joints or spaces occurring in walls fabricated with concrete blocks of the usual kind, required hand mortaring.
- Another object of my invention is to provide an improved rectangular-shaped building block having an open top and an open bottom, and provided internally with cells or Spaces for holding a section of concrete material and a section of thermal insulating material.
- Another object of my invention is to provide an improved building block having a construction, which in association with other similar blocks forming a wall structure, provides reenforcing means adapted to both reenforce the wall and at the same time seal the horizontal and vertical joints ordinarily located between the blocks.
- Fig. 1 is a perspective View of a building block embodying my invention
- Fig. 2 is a perspective View of a partly fabricated. wall made from a number of blocks of the kind illustrated in Fig. 1;
- Fig. 3 is a sideelevation of a wall constructed in accordance with my invention, showing a portion broken-away and incross section;
- Fig. 4 is a perspective View of a building block embodying a modified construction.
- Fig. 5 is a horizontal section of a portion of the completed wall taken on the line 5-5 of Fig. 3.
- the numeral l designates an open concrete building block of substantially rectangular shape having its two longest sides 2 and 3 separated one from another by a longitudinally disposed parallel partition 4.
- the partition divides the block into two cells or spaces 5 and 6 Which are approximately of the same width, but not necessarily so.
- the opposite ends of the cell 5 are enclosed by end members I and 8, while the opposite ends of the cell 6 are enclosed by end members 9 and Il), the latter being positioned inwardly from the end members l', thereby providing end spaces Il and l2 which are partly enclosed by the projecting ends of the side 3 and the partition 4 and by the end members l! and I
- the end members 1, 8, 9 and i!! are preferably disposed in parallel relation to one another.
- the combined lengths of the end spaces I I and I2 and the cell 6 are substantially the same as that of the cell 5.
- an enclosed space made up of the end space ll of one of the blocks and the end space l2 of the other which is adapted tocontain a body of concrete that seals the vertical joint between the two blocks.
- the block may be provided adjacent the opposite ends of the rear cell 6 with end spacers Il and I2 which have their inner walls semi-circular shape.
- the end members 9 and lil enclosing the ends of the cell 6 are of suitable thickness to provide for the formation of circular grooves which constitute the end spaces ll and l2'.
- the block illustrated in Fig. 4 is substantially the same as the block shown in Fig. 1;
- the blocks are arranged in overlapping formation one above another with the extreme ends of one block positioned midway between the ends of a block located directly beneath it, as illustrated in Figs, 2 and 3.
- Reenforcing steel rods I 3 are thereupon positioned in the aligned cells 6 of the blocks in such a manner that certain of them are disposed in vertical positions and others are inclined or slanted, as shown in Fig. 3.
- the dimensions of the cells 6 of the blocks being such that their widths are considerably less than their lengths, enables certain of the steel rods I3 to assume diagonal or slanting positions, thereby providing a reenforcing structure which possesses improved load-carrying properties.
- the interconnected spaces or cells I I, I2, and 6, throughout the height, length and breadth of the wall are filled with concrete or other suitable material.
- a unitary and integrally connected concrete structure I4 reenforced by vertical and slanting steel rods I3, is provided throughout the length and breadth of the wall.
- the interconnected spaces or cells 5 of the blocks are next lled with a suitable thermal insulating material I5.
- the sides, ends and partition of the blocks may be of considerably less thickness than is the case with concrete building blocks of the kind now commonly used.
- a plurality of substantially rectangular building blocks each open at its top and bottom and each being divided interiorly into two longitudinally disposed cells by a longitudinal partition disposed in parallel relation to the long sides of the block, the said blocks being arranged in horizontal rows with one row superimposed upon another row and the blocks of adjacent rows arranged in overlapping 4 positions so that the opposite ends oi one block are centrally positioned with respect to the two adjacent blocks supporting it, the said blocks of each row being arranged with a portion of their ends contiguous to one another, and each of the blocks having their contiguous ends of such an inwardly disposed irregular shape that the ends of one cell are positioned inwardly from the ends of the other cell whereby cells of different lengths are provided and whereby end spaces are provided adjacent the opposite ends of the shorter of the two cells, the said end spaces of adjacent blocks being so disposed that when filled with a body ofmaterial the vertical joints of the contiguous blocks are sealed, the said blocks when so arranged in horizontal superimposed rows providing two vertical material-holding forms each compris
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Acoustics & Sound (AREA)
- Building Environments (AREA)
Description
Sept- 5, l939- c. B. RoBBxNrs 2,l72,052
BUILDING CDNSTRUCTION Filed Nov. 1938 Patented Sept. 5, 1939 UNITED STATES PATENT OFFECE 2,172,052 BUILDING CONSTRUCTION Application November 8, 1938, Serial No. 239,515
1 Claim.
This invention relates to improvements in building constructions.
Concrete building blocks of the kind now commonly used in the fabrication of wall structures 5 are designed primarily to provide left-in-place forms adapted to hold vertical columns of thermal insulating material. Wall structures made with concrete building blocks of this particular type have several disadvantages, the most objectionable of which is that their design or construction does not provide for adequate internal reenforcing. It is well known that a mass of concrete cast as a unitary structure is considerably stronger than an equal mass made up of a number of pre-cast units, and since it is not possible with the concrete building blocks now commonly used, to construct a wall having a unitary and integrally formed concrete structure throughout, the load bearing properties of such a wall are not adequate to meet certain building requirements. Until the present invention the vertical and horizontal joints or spaces occurring in walls fabricated with concrete blocks of the usual kind, required hand mortaring.
Overcoming these disadvantages I have provided an improved building block oi novel shape and construction having internal spaces forv holding thermal insulating material as Well as concrete and Steel rod reenforcements.
Another object of my invention is to provide an improved rectangular-shaped building block having an open top and an open bottom, and provided internally with cells or Spaces for holding a section of concrete material and a section of thermal insulating material.
Another object of my invention is to provide an improved building block having a construction, which in association with other similar blocks forming a wall structure, provides reenforcing means adapted to both reenforce the wall and at the same time seal the horizontal and vertical joints ordinarily located between the blocks.
Other and further objects of my invention will be pointed out hereinafter, indicated in the appended claim, or will be obvious toone skilled in the art upon an understanding of the present disclosure. For the purpose of this application I have elected to show herein certain forms and details of building blocks representative of my invention; it is to be understood, however, that the embodiments of my invention herein shown and described are for the purposes of illustration only, and that therefore they are not to be regarded as exhaustive of the variations of the invention, norare they to be given interpretations such as might have the eiect vof limiting the claims, short of the true and most comprehensive scope of the invention in the art.
, In the accompanying drawing:`
Fig. 1 is a perspective View of a building block embodying my invention;
Fig. 2 is a perspective View of a partly fabricated. wall made from a number of blocks of the kind illustrated in Fig. 1;
Fig. 3 is a sideelevation of a wall constructed in accordance with my invention, showing a portion broken-away and incross section;
Fig. 4 is a perspective View of a building block embodying a modified construction; and
Fig. 5 is a horizontal section of a portion of the completed wall taken on the line 5-5 of Fig. 3.
Referring particularly to Figs. 17 2, 3 and 5 of thedrawing, the numeral l designates an open concrete building block of substantially rectangular shape having its two longest sides 2 and 3 separated one from another by a longitudinally disposed parallel partition 4. The partition divides the block into two cells or spaces 5 and 6 Which are approximately of the same width, but not necessarily so. The opposite ends of the cell 5 are enclosed by end members I and 8, while the opposite ends of the cell 6 are enclosed by end members 9 and Il), the latter being positioned inwardly from the end members l', thereby providing end spaces Il and l2 which are partly enclosed by the projecting ends of the side 3 and the partition 4 and by the end members l! and I The end members 1, 8, 9 and i!! are preferably disposed in parallel relation to one another. The combined lengths of the end spaces I I and I2 and the cell 6 are substantially the same as that of the cell 5. When two of the blocks are positioned end to end there is provided behind the two contiguous ends 1 and 8 an enclosed space (made up of the end space ll of one of the blocks and the end space l2 of the other) which is adapted tocontain a body of concrete that seals the vertical joint between the two blocks.
As shown in Fig 4, the block may be provided adjacent the opposite ends of the rear cell 6 with end spacers Il and I2 which have their inner walls semi-circular shape. In this modiiied construction the end members 9 and lil enclosing the ends of the cell 6 are of suitable thickness to provide for the formation of circular grooves which constitute the end spaces ll and l2'. In other respects the block illustrated in Fig. 4 is substantially the same as the block shown in Fig. 1;
In fabricating a wall in accordance with my invention the blocks are arranged in overlapping formation one above another with the extreme ends of one block positioned midway between the ends of a block located directly beneath it, as illustrated in Figs, 2 and 3. Reenforcing steel rods I 3 are thereupon positioned in the aligned cells 6 of the blocks in such a manner that certain of them are disposed in vertical positions and others are inclined or slanted, as shown in Fig. 3. The dimensions of the cells 6 of the blocks being such that their widths are considerably less than their lengths, enables certain of the steel rods I3 to assume diagonal or slanting positions, thereby providing a reenforcing structure which possesses improved load-carrying properties. After the reenforcing rods are placed as aforesaid, the interconnected spaces or cells I I, I2, and 6, throughout the height, length and breadth of the wall are filled with concrete or other suitable material. When the concrete has hardened in the usual manner, a unitary and integrally connected concrete structure I4, reenforced by vertical and slanting steel rods I3, is provided throughout the length and breadth of the wall. The interconnected spaces or cells 5 of the blocks are next lled with a suitable thermal insulating material I5.
Since the concrete structure I4 is interconnected in every direction throughout the length, breadth and height of the wall, thereby adequately reenforcing the latter, the sides, ends and partition of the blocks may be of considerably less thickness than is the case with concrete building blocks of the kind now commonly used.
After the wall has been completed, the vertical, as well as the horizontal, joints between the blocks are eiectively sealed by the body of concrete material I4 which fills the spaces II and I2 and the cells 6.
Having described my invention, what I claim is:
In a masonry wall structure, a plurality of substantially rectangular building blocks, each open at its top and bottom and each being divided interiorly into two longitudinally disposed cells by a longitudinal partition disposed in parallel relation to the long sides of the block, the said blocks being arranged in horizontal rows with one row superimposed upon another row and the blocks of adjacent rows arranged in overlapping 4 positions so that the opposite ends oi one block are centrally positioned with respect to the two adjacent blocks supporting it, the said blocks of each row being arranged with a portion of their ends contiguous to one another, and each of the blocks having their contiguous ends of such an inwardly disposed irregular shape that the ends of one cell are positioned inwardly from the ends of the other cell whereby cells of different lengths are provided and whereby end spaces are provided adjacent the opposite ends of the shorter of the two cells, the said end spaces of adjacent blocks being so disposed that when filled with a body ofmaterial the vertical joints of the contiguous blocks are sealed, the said blocks when so arranged in horizontal superimposed rows providing two vertical material-holding forms each comprising a series of interconnected cells, a body of concrete material located in one of the forms, and a body of insulating material located in the other form.
CARL B. ROBBINS.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US239515A US2172052A (en) | 1938-10-24 | 1938-11-08 | Building construction |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US236707A US2172051A (en) | 1938-10-24 | 1938-10-24 | Building construction |
US239515A US2172052A (en) | 1938-10-24 | 1938-11-08 | Building construction |
Publications (1)
Publication Number | Publication Date |
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US2172052A true US2172052A (en) | 1939-09-05 |
Family
ID=26930043
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US239515A Expired - Lifetime US2172052A (en) | 1938-10-24 | 1938-11-08 | Building construction |
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US (1) | US2172052A (en) |
Cited By (31)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2635450A (en) * | 1948-05-20 | 1953-04-21 | Agnes W Orzel | Building construction and slab therefor |
US3158963A (en) * | 1959-09-08 | 1964-12-01 | Quigley Co | Block wall structure for furnaces |
US4185434A (en) * | 1977-02-03 | 1980-01-29 | Winstone Limited | Building block |
US4263765A (en) * | 1978-09-13 | 1981-04-28 | One Design Inc. | High mass wall module for environmentally driven heating and cooling system |
US4324080A (en) * | 1979-12-17 | 1982-04-13 | Mullins Wayne L | Thermally insulative cementitious block modules and method of making same |
US5735090A (en) * | 1995-08-08 | 1998-04-07 | Papke; William | Modular foundation construction and method |
US5740648A (en) * | 1996-05-14 | 1998-04-21 | Piccone; Francesco | Modular formwork for concrete |
US5983585A (en) * | 1997-02-04 | 1999-11-16 | Spakousky; John | Building block with insulating center portion |
US6148576A (en) * | 1998-08-19 | 2000-11-21 | Janopaul, Jr.; Peter | Energy conserving wall unit and method of forming same |
WO2001017739A2 (en) | 1999-09-07 | 2001-03-15 | Pentstar Corporation | Composite building block with connective structure |
US6435471B1 (en) | 1997-10-17 | 2002-08-20 | Francesco Piccone | Modular formwork elements and assembly |
US6694692B2 (en) | 1998-10-16 | 2004-02-24 | Francesco Piccone | Modular formwork elements and assembly |
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 |
US9016019B2 (en) | 2012-03-29 | 2015-04-28 | Kerry VonDross | Composite masonry block and method of making the same |
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 |
-
1938
- 1938-11-08 US US239515A patent/US2172052A/en not_active Expired - Lifetime
Cited By (54)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2635450A (en) * | 1948-05-20 | 1953-04-21 | Agnes W Orzel | Building construction and slab therefor |
US3158963A (en) * | 1959-09-08 | 1964-12-01 | Quigley Co | Block wall structure for furnaces |
US4185434A (en) * | 1977-02-03 | 1980-01-29 | Winstone Limited | Building block |
US4263765A (en) * | 1978-09-13 | 1981-04-28 | One Design Inc. | High mass wall module for environmentally driven heating and cooling system |
US4324080A (en) * | 1979-12-17 | 1982-04-13 | Mullins Wayne L | Thermally insulative cementitious block modules and method of making same |
US5735090A (en) * | 1995-08-08 | 1998-04-07 | Papke; William | Modular foundation construction and method |
US5740648A (en) * | 1996-05-14 | 1998-04-21 | Piccone; Francesco | Modular formwork for concrete |
US5983585A (en) * | 1997-02-04 | 1999-11-16 | Spakousky; John | Building block with insulating center portion |
US6978581B1 (en) | 1997-02-04 | 2005-12-27 | Pentstar Corporation | Composite building block with connective structure |
US6435471B1 (en) | 1997-10-17 | 2002-08-20 | Francesco Piccone | Modular formwork elements and assembly |
US6148576A (en) * | 1998-08-19 | 2000-11-21 | Janopaul, Jr.; Peter | Energy conserving wall unit and method of forming same |
US6694692B2 (en) | 1998-10-16 | 2004-02-24 | Francesco Piccone | Modular formwork elements and assembly |
WO2001017739A2 (en) | 1999-09-07 | 2001-03-15 | Pentstar Corporation | Composite building block with connective structure |
US20100071304A1 (en) * | 2007-04-02 | 2010-03-25 | Richardson George David | 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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
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 |
US9016019B2 (en) | 2012-03-29 | 2015-04-28 | Kerry VonDross | Composite masonry block and method of making the same |
US9364973B2 (en) | 2012-03-29 | 2016-06-14 | Kerry VonDross | Composite masonry block and method of making the same |
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 |
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 |
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 |
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 |
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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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