US20150315784A1 - 24" Center Hand Hold Block - Google Patents

24" Center Hand Hold Block Download PDF

Info

Publication number
US20150315784A1
US20150315784A1 US14/738,922 US201514738922A US2015315784A1 US 20150315784 A1 US20150315784 A1 US 20150315784A1 US 201514738922 A US201514738922 A US 201514738922A US 2015315784 A1 US2015315784 A1 US 2015315784A1
Authority
US
United States
Prior art keywords
cmu
standard
block
hand hold
center hand
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.)
Abandoned
Application number
US14/738,922
Inventor
David William Pfeffer
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to US14/738,922 priority Critical patent/US20150315784A1/en
Publication of US20150315784A1 publication Critical patent/US20150315784A1/en
Priority to US15/179,408 priority patent/US20160362889A1/en
Priority to US15/967,987 priority patent/US20180245345A1/en
Abandoned legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C1/00Building elements of block or other shape for the construction of parts of buildings
    • E04C1/39Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra
    • E04C1/397Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra serving for locating conduits
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C1/00Building elements of block or other shape for the construction of parts of buildings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/41Connecting devices specially adapted for embedding in concrete or masonry
    • 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
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/42Walls 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
    • E04B2/52Walls 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 the walls being characterised by fillings in some of the cavities forming load-bearing pillars or beams
    • 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
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/42Walls 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
    • E04B2/54Walls 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 the walls being characterised by fillings in all cavities in order to form a wall construction
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings

Definitions

  • the present invention related to construction materials, and more particularly to the way concrete masonry walls are constructed.
  • Concrete wall structures are fabricated using “Concrete Masonry Units” (CM's) or otherwise referred to as Concrete Blocks. They are placed in courses atop a foundation and connected from one to another by mortar.
  • CM's Conscrete Masonry Units
  • Concrete Blocks typically include a front and rear face shell with three spaced webs connecting the front and rear face shell. The webs define two equally sized cells which are used to reinforce the wall structure with steel and a concrete mixture, grout.
  • each proceeding course is laid up in a running bond manner ( FIG. 5 ) to afford maximum strength to the constructed wall.
  • Close attention by the mason must be used to maintain the cell alignment so as the proper reinforcing steel and grouting can be continuous from the bottom course to the top course.
  • FIG. 1 Shows the relationship between the 24′′ Center Hand Hold Block and Standard CMU—Block.
  • L- 1 indicates the length of the Standard CMU while L- 1 . 5 indicates 11 ⁇ 2 times the length of the Standard CMU.
  • H- 1 indicates the equal height of both units.
  • W- 1 indicates the width of both units in the 8′′ configuration. For clarity purposes the dimensional width of the 8′′ call size 75 ⁇ 8′′ actual size is referred to in FIG. 2 , FIG. 3 , FIG. 6 , and FIG. 7 .
  • W- 1 in the 6′′ call size configuration equals 55 ⁇ 8′′ actual size
  • W- 1 in the 10′′ call size configuration equals 95 ⁇ 8′′ actual size
  • W- 1 in the 12′′ call size configuration equals 115 ⁇ 8′′ actual size
  • FIG. 2 Shows the Top View of the 24′′ Center Hand Hold Block with the actual dimensions of a 8′′ ⁇ 8′′ ⁇ 24′′ block.
  • FIG. 3 Shows the Side View of the 24′′ Center Hand Hold Block w/Dimensions and a detail of the Center Hand Hold labeled Detail A.
  • FIG. 4 Shows how the 24′′ Center Hand Hold Block would be placed around rebar
  • FIG. 5 Shows how a typical running bond would be placed with the 24′′ Center Hand Hold Block and maintained by splitting the block equally into two parts.
  • FIG. 6 Shows the Top View of the 24′′ Center Hand Hold block in a split-able configuration with dimensions.
  • the splitable configuration is produced typically 1 out of every 2 or 3 times a CMU is produced depending manufacturing equipment. It allows for encapsulating the rebar while maintaining a running bond.
  • FIG. 7 Shows a cross sectional view of the 24′′ Center Hand Hold Block (Split able ked Detail B. This Detail would apply to all W- 1 width sizes.

Abstract

A multi-use component of a masonry wall (CMU) that works in place of, or with, standard 6″, 8″, 10″, 12″ wide×16″long block which allows for increased daily production. The composite block includes a pair of opposed and parallel masonry faceshell transversed with 3 webs creating two equal cells and two half cells, (FIG. 2) Cell alignment matches existing standard CMU configurations. The face shell and truss-web members have configured elements that integrate with the concrete mass thru mortar providing a permanent amalgamated bond. Portions of the cell alignment allow for continuous reinforcement with steel and grout. The assembled multi-component composite block wall is structurally stable, durable and thermally efficient.

Description

    BACKGROUND OF THE DISCLOSURE
  • 1. Field of the Background
  • The present invention related to construction materials, and more particularly to the way concrete masonry walls are constructed.
  • 2. Description of the Background
  • Typically concrete wall structures are fabricated using “Concrete Masonry Units” (CM's) or otherwise referred to as Concrete Blocks. They are placed in courses atop a foundation and connected from one to another by mortar. Typically concrete block include a front and rear face shell with three spaced webs connecting the front and rear face shell. The webs define two equally sized cells which are used to reinforce the wall structure with steel and a concrete mixture, grout. (FIG. 1)
  • Building a concrete block wall is a time consuming procedure that is best undertaken by a trained skilled Mason. The availability of a skilled mason applying mortar with a trowel becomes the limiting factor in how fast a masonry wall can be constructed.
  • After the foundation has been set, it is up to the mason to arrange the CMU's in a level and plumb manner. This process of construction is both complex and time consuming because the Mason uses mortar to position as well as bond the block to one another. Accuracy in positioning must be checked constantly leading to increased time.
  • After the primary base course is in the proper position and it has been properly leveled and plumbed, each proceeding course is laid up in a running bond manner (FIG. 5) to afford maximum strength to the constructed wall. Close attention by the mason must be used to maintain the cell alignment so as the proper reinforcing steel and grouting can be continuous from the bottom course to the top course.
  • BRIEF DESCRIPTION OF THE DRAWINGS
  • FIG. 1 Shows the relationship between the 24″ Center Hand Hold Block and Standard CMU—Block. L-1 indicates the length of the Standard CMU while L-1.5 indicates 1½ times the length of the Standard CMU. H-1 indicates the equal height of both units. W-1 indicates the width of both units in the 8″ configuration. For clarity purposes the dimensional width of the 8″ call size 7⅝″ actual size is referred to in FIG. 2, FIG. 3, FIG. 6, and FIG. 7.
  • W-1 in the 6″ call size configuration equals 5⅝″ actual size
  • W-1 in the 10″ call size configuration equals 9⅝″ actual size
  • W-1 in the 12″ call size configuration equals 11⅝″ actual size
  • FIG. 2 Shows the Top View of the 24″ Center Hand Hold Block with the actual dimensions of a 8″×8″×24″ block.
      • Note: Actual overall Length, Height, Width of blocks are ⅜″ less than call size to allow for the thickness of mortar joints.
  • FIG. 3 Shows the Side View of the 24″ Center Hand Hold Block w/Dimensions and a detail of the Center Hand Hold labeled Detail A.
  • FIG. 4 Shows how the 24″ Center Hand Hold Block would be placed around rebar,
  • FIG. 5 Shows how a typical running bond would be placed with the 24″ Center Hand Hold Block and maintained by splitting the block equally into two parts.
  • FIG. 6 Shows the Top View of the 24″ Center Hand Hold block in a split-able configuration with dimensions. The splitable configuration is produced typically 1 out of every 2 or 3 times a CMU is produced depending manufacturing equipment. It allows for encapsulating the rebar while maintaining a running bond.
  • FIG. 7 Shows a cross sectional view of the 24″ Center Hand Hold Block (Split able ked Detail B. This Detail would apply to all W-1 width sizes.

Claims (7)

1. A masonry (CMU) 24″ block component that when used in place of a standard (CMU) 16″ long block will allow the mason to complete a larger wall area with little or no extra effort.
2. The 24″ Center Hand Hold Block eliminates the need to apply mortar to one less end joint than standard laid in place 16″ CMU's.
3. The center hand hold, placed at the center point of the unit gives an equal weight distribution so as to allow ease of handling.
4. The cell alignment will match existing existing standard 16″ long CMU configurations, regardless of width, so as not to interfere with the steel reinforcement or grouting.
5. This exact length configuration could be applied to any standard 6″, 8″, 10″ and 12″ width. (FIG. 1) L1 vs L 1.5
6. The 24″ Center Hand Hold Block allows for ease of placing around rebar by eliminating the lifting process of Standard CMU's over said reinforcing. (FIG. 4)
7. As with all Standard Block configurations the 24″ Center Hand Hold Block will also be produced as a split able (FIG. 6) to help maintain the integrity of the cell as well as maintaining the typical running bond (FIG. 5) of the wall.
US14/738,922 2015-06-14 2015-06-14 24" Center Hand Hold Block Abandoned US20150315784A1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
US14/738,922 US20150315784A1 (en) 2015-06-14 2015-06-14 24" Center Hand Hold Block
US15/179,408 US20160362889A1 (en) 2015-06-14 2016-06-10 Masonry Block With Partial Cells
US15/967,987 US20180245345A1 (en) 2015-06-14 2018-05-01 Masonry Block With Partial Cells

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US14/738,922 US20150315784A1 (en) 2015-06-14 2015-06-14 24" Center Hand Hold Block

Related Child Applications (2)

Application Number Title Priority Date Filing Date
US15/179,408 Continuation US20160362889A1 (en) 2015-06-14 2016-06-10 Masonry Block With Partial Cells
US15/179,408 Continuation-In-Part US20160362889A1 (en) 2015-06-14 2016-06-10 Masonry Block With Partial Cells

Publications (1)

Publication Number Publication Date
US20150315784A1 true US20150315784A1 (en) 2015-11-05

Family

ID=54354867

Family Applications (3)

Application Number Title Priority Date Filing Date
US14/738,922 Abandoned US20150315784A1 (en) 2015-06-14 2015-06-14 24" Center Hand Hold Block
US15/179,408 Abandoned US20160362889A1 (en) 2015-06-14 2016-06-10 Masonry Block With Partial Cells
US15/967,987 Abandoned US20180245345A1 (en) 2015-06-14 2018-05-01 Masonry Block With Partial Cells

Family Applications After (2)

Application Number Title Priority Date Filing Date
US15/179,408 Abandoned US20160362889A1 (en) 2015-06-14 2016-06-10 Masonry Block With Partial Cells
US15/967,987 Abandoned US20180245345A1 (en) 2015-06-14 2018-05-01 Masonry Block With Partial Cells

Country Status (1)

Country Link
US (3) US20150315784A1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109947962A (en) * 2019-03-13 2019-06-28 中民筑友科技投资有限公司 A kind of generation method, device and the computer readable storage medium of component number
WO2020107313A1 (en) * 2018-11-29 2020-06-04 陈韦丞 Combination wall formed by reinforced bricks
USD990714S1 (en) * 2019-04-24 2023-06-27 Takching Chan Brick

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107923179A (en) * 2015-07-16 2018-04-17 Y·塔纳密 Construct the wall construction of building block including the construction building block and for the construction building block and the manufacture method of the wall construction
WO2020107300A1 (en) * 2018-11-29 2020-06-04 陈韦丞 Brick for post-embedding of rebars
CN111794406A (en) * 2020-07-18 2020-10-20 温州远协电子科技有限公司 Ribbed wall structure and building method thereof

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US837572A (en) * 1905-08-14 1906-12-04 Ernest V Johnson Building-block.
US1495439A (en) * 1923-06-14 1924-05-27 George D Reagan Tile brick or building tile
US4186540A (en) * 1975-04-30 1980-02-05 Mullins Wayne L Interlocking cementitious building blocks
US4182089A (en) * 1977-10-31 1980-01-08 Cook Harry M Interlocking building block
US4527373A (en) * 1980-04-17 1985-07-09 Cruise Thomas E Insulated concrete masonry unit with low density heat bridges
US4335549A (en) * 1980-12-01 1982-06-22 Designer Blocks, Inc. Method, building structure and side-split block therefore
US4833852A (en) * 1984-05-14 1989-05-30 West Earl L Insulating system for building blocks
US6233897B1 (en) * 1997-01-09 2001-05-22 Dean Jurik Landscaping block
US6240688B1 (en) * 1997-12-12 2001-06-05 Bradley S. Dressler Holder for adjustable positioning of reinforcing rods
US20080163575A1 (en) * 2006-11-22 2008-07-10 Pratt Daniel J Masonry block and associated methods

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020107313A1 (en) * 2018-11-29 2020-06-04 陈韦丞 Combination wall formed by reinforced bricks
CN109947962A (en) * 2019-03-13 2019-06-28 中民筑友科技投资有限公司 A kind of generation method, device and the computer readable storage medium of component number
USD990714S1 (en) * 2019-04-24 2023-06-27 Takching Chan Brick

Also Published As

Publication number Publication date
US20160362889A1 (en) 2016-12-15
US20180245345A1 (en) 2018-08-30

Similar Documents

Publication Publication Date Title
US20150315784A1 (en) 24" Center Hand Hold Block
US8099918B2 (en) Special and improved configurations for unitized post tension block systems for masonry structures
CN203113552U (en) Constructional column with formwork building blocks
CN103953114A (en) Steel frame-reinforced masonry shear wall composite structure and construction method thereof
CN203821591U (en) Steel frame-reinforcement brickwork shear wall combined structure
US20130219808A1 (en) Building block, system and method
US20180363296A1 (en) Components for Masonry Construction
US5702627A (en) Uninsulated and insulated concrete building structure production in situ
CN202416897U (en) Shock-proof reinforcing steel ring beam for masonry house
US749812A (en) Fireproof building construction
CN204531173U (en) A kind of precast concrete foundation girder construction
GB2140053A (en) Building system
CN203795424U (en) Engineering combined pile with stable structure
US9045893B2 (en) Cut stone construction and masonry method
RU2460855C1 (en) Reinforced stone socle of small light building with basement
WO2017187452A1 (en) System for connecting a precast column to a precast beam and method therefor
WO2017126996A3 (en) Method and tools for constructing a structural framework such as a load-bearing wall used to build conventional houses
US2235603A (en) Building houses of artificial stone
RU2377370C1 (en) Method of construction of monolithic frame-house
AU2013234352B2 (en) Multi. Use. Brick.
WO2016036354A1 (en) Cut stone construction and masonry method
BR102020020737A2 (en) Light structural block and construction system
SE529294C2 (en) Building elements for walls comprising cement-bonded wood wool, process for making such a building element, molding and method for construction of buildings
RU2607327C2 (en) Erection method of structural elements of the building/construction of monolithic reinforced concrete (versions)
Lámer Building constructions and structures part II. Structural changes in the framework of buildings

Legal Events

Date Code Title Description
STCB Information on status: application discontinuation

Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION