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US20120124929A1 - Concrete armored joint form that provides one step installation and thermal transfer prevention as well as seating for joint filler - Google Patents

Concrete armored joint form that provides one step installation and thermal transfer prevention as well as seating for joint filler Download PDF

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Publication number
US20120124929A1
US20120124929A1 US12/927,664 US92766410A US2012124929A1 US 20120124929 A1 US20120124929 A1 US 20120124929A1 US 92766410 A US92766410 A US 92766410A US 2012124929 A1 US2012124929 A1 US 2012124929A1
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United States
Prior art keywords
joint
concrete
armored
provides
steel
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
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US12/927,664
Inventor
Paul Allison O'Connor
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Individual
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Individual
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Publication date
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Priority to US12/927,664 priority Critical patent/US20120124929A1/en
Publication of US20120124929A1 publication Critical patent/US20120124929A1/en
Abandoned legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/12Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
    • E04F15/14Construction of joints, e.g. dividing strips
    • E04F15/142Dividing strips or boundary strips
    • E04F15/145Dividing strips or boundary strips adjustable in height

Definitions

  • this invention eliminates these steps by providing a one step set and alignment of the armor joint.
  • the form is left in place and requires no additional labor to remove conventional wooden forming materials.
  • This invention also prevents thermal transfer for temperature differential between floor slabs, by example if the conditions of installation is required for a specific room operating at a temperature of ( ⁇ 20 degrees) adjoining a room separated by a wall but has a door way in said wall for conveyance of product and operating at +35 degrees this invention provides a total thermal break between the two slabs.
  • This also provides a “seat” for the joint filler thereby solving the industry issue of joint fill failure in the armor joint. This feature minimizes the continuing floor maintenance expenses as well as accelerated fork lift maintenance and replacement.
  • This invention eliminates wooden forming labor and material that is required for the installation of conventional steel armor joints.
  • This invention is a one step, set in place and leave in place product.
  • the armor joint is fully adjustable to compensate for undulations in the substrate or if used on an insulated freezer floor.
  • the product provide a complete thermal break at the door locations between temperature differentials in defined rooms, such as a freezer floor to a dock area.
  • the base and upright provide a “seat” for the joint filler that will be applied after the floors have cured and the armor joint separates, thus providing a permanent base for the joint filler, therefore reducing the need to reapply the joint filler.
  • FIG. 1 shows the base plate which is a 3 ⁇ 8′′ thick HDPE Plastic sheet to which the piece 2 is attached.
  • FIG. 2 shows an isometric view of the piece 2 which is a plastic plank with 3 each slotted holes designated 12 .
  • FIG. 3 shows the screw used for attaching piece 1 and piece 2 together.
  • FIG. 4 shows an isometric view of the assembled invention. Whereas piece 1 is attached to piece 2 by means of piece 3 as referenced in
  • FIG. 3 This shows the armor joint pieces 7 and 11 in the assembled position. This also shows the pieces 8 and 9 which are used to adjust and stabilize the armor joint.
  • the armor joint is shown with piece 4 attached to the pieces 7 and 11 at a 30 degree angle.
  • FIG. 5 shows the components of the invention piece numbers 4 , 5 , 6 , 7 , 8 , 9 , 10 , and 11 .
  • piece 3 a self tapping, self drilling screw, as depicted in FIG. 3 .
  • Pieces 7 and 11 are then attached to piece 2 utilizing neoprene bolts, nuts and washers, pieces 5 , 6 , and 10 as depicted on FIG. 5 , by inserting 10 thru the holes 13 in the pieces 7 and 11 and holes 13 in piece 2 as depicted FIG. 2 and FIG. 4 .
  • the neoprene bolts are designed to comprise during the concrete curing process and allow the armor joints to separate as the concrete floor cures.
  • Pieces 5 and 6 are then used to secure pieces 7 and 11 to piece 2 .
  • Pieces 7 and 11 are fabricated in an assembled piece by attaching a stub at 30 degrees as depicted on FIG. 4 . by welding.
  • Piece 8 is a threaded coupling which is also attached by welding.
  • Piece 9 is a threaded bolt which is threaded thru piece 8 and provides an adjustment mechanism for height adjustment of pieces 7 and 11 . By turning piece 9 either in the up or down direction height adjustment is achieved to provide an even and level plane of top edges of piece 7 and 11 .
  • the invention is assembled and set in place as one assembly.
  • the adjustment of the height of the top plane of pieces 7 and 11 are achieved by setting these components to required elevation via a previously set benchmark elevation for the finished floor slab.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)

Abstract

The objective of this invention is to provide ease of application for steel armored joints used in industrial concrete floor construction. It provides one step simple installation. Eliminates thermal transfer in low temperature environment to a higher temperature environment through the concrete slab. Provides simple elevation adjustment. Provides a substrate for joint filler compression. Eliminates the need for wood forms and field welding that produces waste. Elevation adjustment and the ease thereof are achieved by vertical slots cut in the plastic upright. The neoprene bolts are to be tightened when the steel is at the desired elevation. Two part armored joints separate as the concrete contracts during the curing process. Then the joint filler product is applied.

Description

    CROSS-REFERENCE TO ALL RELATED APPLICATIONS
  • Not Applicable
  • STATEMENT REGARDING FEDERALLY SPONSORED RESEARCH OR DEVELOPMENT
  • Not Applicable.
  • NAMES OF PARTIES TO ADJOINT RESEARCH AGREEMENT
  • Not Applicable
  • REFERENCE TO SEQUENCE LISTING, A TABLE, OR COMPUTER PROGRAM LISTING COMPACT DISC APPENDIX
  • Not Applicable
  • BACKGROUND OF INVENTION
  • Due to the required labor and material required to form and place an armored joint with wooden forms in a concrete floor this invention eliminates these steps by providing a one step set and alignment of the armor joint. The form is left in place and requires no additional labor to remove conventional wooden forming materials. This invention also prevents thermal transfer for temperature differential between floor slabs, by example if the conditions of installation is required for a specific room operating at a temperature of (−20 degrees) adjoining a room separated by a wall but has a door way in said wall for conveyance of product and operating at +35 degrees this invention provides a total thermal break between the two slabs.
  • Therefore eliminating the thermal transfer and migration of the colder temperature to the warmer.
  • This also provides a “seat” for the joint filler thereby solving the industry issue of joint fill failure in the armor joint. This feature minimizes the continuing floor maintenance expenses as well as accelerated fork lift maintenance and replacement.
  • BRIEF SUMMARY OF INVENTION
  • This invention eliminates wooden forming labor and material that is required for the installation of conventional steel armor joints. This invention is a one step, set in place and leave in place product. The armor joint is fully adjustable to compensate for undulations in the substrate or if used on an insulated freezer floor. The product provide a complete thermal break at the door locations between temperature differentials in defined rooms, such as a freezer floor to a dock area. The base and upright provide a “seat” for the joint filler that will be applied after the floors have cured and the armor joint separates, thus providing a permanent base for the joint filler, therefore reducing the need to reapply the joint filler.
  • BRIEF DESCRIPTION OF THE SEVERAL VIEWS OF THE DRAWING
  • Particular embodiments of the invention will now be described with reference to the accompanying drawing wherein:
  • FIG. 1 shows the base plate which is a ⅜″ thick HDPE Plastic sheet to which the piece 2 is attached.
  • FIG. 2 shows an isometric view of the piece 2 which is a plastic plank with 3 each slotted holes designated 12.
  • FIG. 3 shows the screw used for attaching piece 1 and piece 2 together.
  • FIG. 4 shows an isometric view of the assembled invention. Whereas piece 1 is attached to piece 2 by means of piece 3 as referenced in
  • FIG. 3 This shows the armor joint pieces 7 and 11 in the assembled position. This also shows the pieces 8 and 9 which are used to adjust and stabilize the armor joint. The armor joint is shown with piece 4 attached to the pieces 7 and 11 at a 30 degree angle.
  • FIG. 5 shows the components of the invention piece numbers 4, 5, 6, 7, 8, 9, 10, and 11.
  • DETAILED DESCRIPTION OF THE INVENTION
  • Referring to the drawing FIG. 1 this designates the plastic base piece 1 to which will provide a support base for stabilization and the deterrence of thermal transfer from slab to slab to which the piece 2 as depicted in FIG. 2 shall be attached. This is accomplished by use of piece 3, a self tapping, self drilling screw, as depicted in FIG. 3. Pieces 7 and 11 are then attached to piece 2 utilizing neoprene bolts, nuts and washers, pieces 5, 6, and 10 as depicted on FIG. 5, by inserting 10 thru the holes 13 in the pieces 7 and 11 and holes 13 in piece 2 as depicted FIG. 2 and FIG. 4. The neoprene bolts are designed to comprise during the concrete curing process and allow the armor joints to separate as the concrete floor cures. Pieces 5 and 6 are then used to secure pieces 7 and 11 to piece 2.
  • Pieces 7 and 11 are fabricated in an assembled piece by attaching a stub at 30 degrees as depicted on FIG. 4. by welding. Piece 8 is a threaded coupling which is also attached by welding. Piece 9 is a threaded bolt which is threaded thru piece 8 and provides an adjustment mechanism for height adjustment of pieces 7 and 11. By turning piece 9 either in the up or down direction height adjustment is achieved to provide an even and level plane of top edges of piece 7 and 11.
  • The invention is assembled and set in place as one assembly. The adjustment of the height of the top plane of pieces 7 and 11 are achieved by setting these components to required elevation via a previously set benchmark elevation for the finished floor slab.

Claims (7)

1-9. (canceled)
10. The concrete armored joint form is comprised of a one step, set in place and leave in place concrete armored joint form that provides thermal transfer prevention along with a seating system which thereby captures the joint fill material. Furthermore, the concrete form is comprised of an adjustability of the steel armor joint to compensate for undulations in the grade or the insulated floor materials.
11. The concrete armored joint form according to claim 10, is comprised of two pieces, including a plastic composite base attached to a plastic upright form and steel armor joint components fitted with headed studs, to provide for anchoring in the concrete slab. The armor joint steel is attached to the plastic upright form which allows for a one step setting and a leave in place installation.
12. According to claim 11, the plastic upright component of the concrete armored joint form provides for a thermal break property, thereby eliminating any thermal transfer between concrete floor slabs.
13. The plastic upright component according to claim 12 of the concrete armored joint form is grooved on the top horizontal surface to provide a seating base for the joint fill material.
14. The concrete armored joint plastic upright component according to claim 13, is fitted with armored joint steel and is attached to the plastic upright component by means of comprisable neoprene bolts and nuts.
15. According to claim 10, the armored joint steel is fitted with attached jack bolts which therefore enables a vertical adjustability feature.
US12/927,664 2010-11-22 2010-11-22 Concrete armored joint form that provides one step installation and thermal transfer prevention as well as seating for joint filler Abandoned US20120124929A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US12/927,664 US20120124929A1 (en) 2010-11-22 2010-11-22 Concrete armored joint form that provides one step installation and thermal transfer prevention as well as seating for joint filler

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US12/927,664 US20120124929A1 (en) 2010-11-22 2010-11-22 Concrete armored joint form that provides one step installation and thermal transfer prevention as well as seating for joint filler

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US20120124929A1 true US20120124929A1 (en) 2012-05-24

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014060752A1 (en) * 2012-10-17 2014-04-24 Shaun Spurrell Apparatus
US20150204084A1 (en) * 2014-01-17 2015-07-23 Fukuvi Usa, Inc. Height-adjustable caps for concrete shuttering formwork
GB2530344A (en) * 2014-09-22 2016-03-23 Shaun Anthony Spurrell Apparatus
CN105442835A (en) * 2015-12-31 2016-03-30 云南大力神金属构件有限公司 Steel and wood combined I-beam
US20190257040A1 (en) * 2012-02-27 2019-08-22 Hengelhoef Concrete Joints Nv Structural joint

Citations (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2138817A (en) * 1934-01-10 1938-12-06 Cal C Chambers Road joint
US2282335A (en) * 1933-05-10 1942-05-12 Clyde L Methven Expansion joint construction
US3387544A (en) * 1965-05-11 1968-06-11 Maclellan Rubber Ltd Flexible seals
US4050206A (en) * 1974-11-26 1977-09-27 Akira Utsuyama Expansion jointing material for placing concrete, mortar or the like
US4151694A (en) * 1977-06-22 1979-05-01 Roll Form Products, Inc. Floor system
US4196558A (en) * 1977-07-12 1980-04-08 Arbed S.A. Fire-resistant concrete and steel structural element
US4346542A (en) * 1979-07-09 1982-08-31 Kohkichi Tateno Joint for use in concrete deposit
US4388016A (en) * 1981-06-02 1983-06-14 Construction Materials, Inc. Expansion joint and seal for use in concrete structures
US4669245A (en) * 1984-02-07 1987-06-02 Lucas Jean Claude A device for the forming joints in a floor pavement of the industrial type generally made of concrete
US4799344A (en) * 1985-06-28 1989-01-24 Vision Engineering & Design, Inc. Mechanical-adhesion glazing
US5014474A (en) * 1989-04-24 1991-05-14 Fyfe Edward R System and apparatus for limiting the effect of vibrations between a structure and its foundation
US5450699A (en) * 1993-12-23 1995-09-19 Lee; Nam-Seung Flexible partitioning member for use in forming concrete slab
US5904439A (en) * 1994-10-19 1999-05-18 Devlin; Seamus Michael Movement joint
US6598364B1 (en) * 1999-01-17 2003-07-29 Diuk Energy Adjustable height concrete contraction and expansion joints
US6893187B2 (en) * 2001-02-05 2005-05-17 Valisuomen Imubetoni Oy Expansion joint structure for concrete slabs
US7228666B2 (en) * 2002-08-21 2007-06-12 Plakabeton S.A. Device for equipping an expansion joint, in particular an expansion joint between concrete slabs
US7547158B1 (en) * 2007-10-22 2009-06-16 James Mucci System and method for installing expansion joints in poured slabs of concrete

Patent Citations (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2282335A (en) * 1933-05-10 1942-05-12 Clyde L Methven Expansion joint construction
US2138817A (en) * 1934-01-10 1938-12-06 Cal C Chambers Road joint
US3387544A (en) * 1965-05-11 1968-06-11 Maclellan Rubber Ltd Flexible seals
US4050206A (en) * 1974-11-26 1977-09-27 Akira Utsuyama Expansion jointing material for placing concrete, mortar or the like
US4151694A (en) * 1977-06-22 1979-05-01 Roll Form Products, Inc. Floor system
US4196558A (en) * 1977-07-12 1980-04-08 Arbed S.A. Fire-resistant concrete and steel structural element
US4346542A (en) * 1979-07-09 1982-08-31 Kohkichi Tateno Joint for use in concrete deposit
US4388016A (en) * 1981-06-02 1983-06-14 Construction Materials, Inc. Expansion joint and seal for use in concrete structures
US4669245A (en) * 1984-02-07 1987-06-02 Lucas Jean Claude A device for the forming joints in a floor pavement of the industrial type generally made of concrete
US4799344A (en) * 1985-06-28 1989-01-24 Vision Engineering & Design, Inc. Mechanical-adhesion glazing
US5014474A (en) * 1989-04-24 1991-05-14 Fyfe Edward R System and apparatus for limiting the effect of vibrations between a structure and its foundation
US5450699A (en) * 1993-12-23 1995-09-19 Lee; Nam-Seung Flexible partitioning member for use in forming concrete slab
US5904439A (en) * 1994-10-19 1999-05-18 Devlin; Seamus Michael Movement joint
US6598364B1 (en) * 1999-01-17 2003-07-29 Diuk Energy Adjustable height concrete contraction and expansion joints
US6893187B2 (en) * 2001-02-05 2005-05-17 Valisuomen Imubetoni Oy Expansion joint structure for concrete slabs
US7228666B2 (en) * 2002-08-21 2007-06-12 Plakabeton S.A. Device for equipping an expansion joint, in particular an expansion joint between concrete slabs
US7547158B1 (en) * 2007-10-22 2009-06-16 James Mucci System and method for installing expansion joints in poured slabs of concrete

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20190257040A1 (en) * 2012-02-27 2019-08-22 Hengelhoef Concrete Joints Nv Structural joint
US10711410B2 (en) * 2012-02-27 2020-07-14 Hengelhoef Concrete Joints Nv Structural joint
WO2014060752A1 (en) * 2012-10-17 2014-04-24 Shaun Spurrell Apparatus
US20150204084A1 (en) * 2014-01-17 2015-07-23 Fukuvi Usa, Inc. Height-adjustable caps for concrete shuttering formwork
GB2530344A (en) * 2014-09-22 2016-03-23 Shaun Anthony Spurrell Apparatus
CN105442835A (en) * 2015-12-31 2016-03-30 云南大力神金属构件有限公司 Steel and wood combined I-beam

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