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 PDFInfo
- 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
- Authority
- US
- 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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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/12—Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
- E04F15/14—Construction of joints, e.g. dividing strips
- E04F15/142—Dividing strips or boundary strips
- E04F15/145—Dividing 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
- Not Applicable
- Not Applicable.
- Not Applicable
- REFERENCE TO SEQUENCE LISTING, A TABLE, OR COMPUTER PROGRAM LISTING COMPACT DISC APPENDIX
- Not Applicable
- 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.
- 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.
- 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 thepiece 2 is attached. -
FIG. 2 shows an isometric view of thepiece 2 which is a plastic plank with 3 each slotted holes designated 12. -
FIG. 3 shows the screw used for attaching piece 1 andpiece 2 together. -
FIG. 4 shows an isometric view of the assembled invention. Whereas piece 1 is attached topiece 2 by means ofpiece 3 as referenced in -
FIG. 3 This shows thearmor joint pieces pieces piece 4 attached to thepieces -
FIG. 5 shows the components of theinvention piece numbers - 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 thepiece 2 as depicted inFIG. 2 shall be attached. This is accomplished by use ofpiece 3, a self tapping, self drilling screw, as depicted inFIG. 3 .Pieces piece 2 utilizing neoprene bolts, nuts and washers,pieces FIG. 5 , by inserting 10 thru theholes 13 in thepieces holes 13 inpiece 2 as depictedFIG. 2 andFIG. 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 securepieces piece 2. -
Pieces FIG. 4 . by welding.Piece 8 is a threaded coupling which is also attached by welding.Piece 9 is a threaded bolt which is threadedthru piece 8 and provides an adjustment mechanism for height adjustment ofpieces piece 9 either in the up or down direction height adjustment is achieved to provide an even and level plane of top edges ofpiece - The invention is assembled and set in place as one assembly. The adjustment of the height of the top plane of
pieces
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.
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 |
Publications (1)
Publication Number | Publication Date |
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US20120124929A1 true US20120124929A1 (en) | 2012-05-24 |
Family
ID=46063005
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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US12/927,664 Abandoned 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 |
Country Status (1)
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US (1) | US20120124929A1 (en) |
Cited By (5)
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)
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 |
-
2010
- 2010-11-22 US US12/927,664 patent/US20120124929A1/en not_active Abandoned
Patent Citations (17)
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)
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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Legal Events
Date | Code | Title | Description |
---|---|---|---|
STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |