US20150204084A1 - Height-adjustable caps for concrete shuttering formwork - Google Patents

Height-adjustable caps for concrete shuttering formwork Download PDF

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Publication number
US20150204084A1
US20150204084A1 US14/598,533 US201514598533A US2015204084A1 US 20150204084 A1 US20150204084 A1 US 20150204084A1 US 201514598533 A US201514598533 A US 201514598533A US 2015204084 A1 US2015204084 A1 US 2015204084A1
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US
United States
Prior art keywords
height
shuttering formwork
concrete
cap
concrete shuttering
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
US14/598,533
Inventor
Mark Brown
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.)
Fukuvi USA Inc
Original Assignee
Fukuvi USA Inc
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 Fukuvi USA Inc filed Critical Fukuvi USA Inc
Priority to US14/598,533 priority Critical patent/US20150204084A1/en
Assigned to FUKUVI USA, INC. reassignment FUKUVI USA, INC. ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: BROWN, MARK
Publication of US20150204084A1 publication Critical patent/US20150204084A1/en
Abandoned legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/365Stop-end shutterings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/02Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for rooms as a whole by which walls and floors are cast simultaneously, whole storeys, or whole buildings
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/01Flat foundations
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B2005/322Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges

Definitions

  • U.S. Patent Publication No. 2011/0214376 A1 (Jaycock) is drawn to a shuttering formwork for the pouring of concrete slabs. Newly poured concrete is in a wet and fluid form, and needs to be maintained in position until it cures and can hold its own shape. When poured, the concrete is typically leveled and then left to set.
  • a shuttering formwork comprising an elongate body member with a base portion and a compression portion extending from the base portion.
  • the elongate body member comprises a first side and a second side, each side comprising a compression portion side face and a base portion upper face.
  • a strip element is releasably attachable to the free end of the compression portion.
  • the compression portion side face and the base portion upper face of at least one side of the elongate body member each provide a resiliently deformable surface and, as such, can be used between two concrete bays, separating them.
  • the shuttering formwork of the present disclosure is intended to be used in a manner that is analogous to the general manner in which Jaycock is used, with the obvious exception of the height-adjustable cap, which is described in detail herein.
  • FIG. 1 is an isometric illustration of a shuttering formwork according to the present disclosure
  • FIG. 2 is a cross sectional illustration of a shuttering formwork according to the present disclosure
  • FIGS. 3-6 illustrate height adjustment in a shuttering formwork according to the present disclosure.
  • shuttering formwork 10 comprises a body 20 , a height-adjustable cap 30 , and an optional, detachable void cap 40 .
  • a concrete shuttering formwork 10 assembled utilizing the height-adjustable cap 30 according to the present disclosure stays in place and allows adjoining bays to be poured one after the other. Once the poured concrete has cured, the detachable void cap 40 can either be left in place or removed. If removed, the resulting gap can subsequently be filled with a joint sealant.
  • a height-adjustable cap 30 according to the present disclosure may be readily incorporated with the type of formwork illustrated in US Patent Publication No. 2011/0214376 A1.
  • the body 20 is anchored on grade and the height-adjustable cap 30 is adjusted to a suitable height.
  • the longitudinal incline of the cap 30 can also be adjusted to a desired level.
  • the cap 30 can be attached to the body with a self-tapping screw. Score lines 35 are provided for easy size adjustment.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

Concrete shuttering formwork according to the present disclosure comprises a body, a height-adjustable cap, and an optional, detachable void cap. Generally, concrete shuttering formwork assembled utilizing the height-adjustable cap according to the present disclosure stays in place and allows adjoining bays to be poured one after the other. Once the poured concrete has cured, the detachable void cap can either be left in place or removed. If removed, the resulting gap can subsequently be filled with a joint sealant.

Description

    CROSS-REFERENCE TO RELATED APPLICATIONS
  • This application claims the benefit of U.S. Provisional Application Ser. Nos. 61/928,868 (FUU 0076 MA), filed Jan. 17, 2014.
  • BACKGROUND
  • The present disclosure relates to concrete shuttering formwork with height-adjustable caps. U.S. Patent Publication No. 2011/0214376 A1 (Jaycock) is drawn to a shuttering formwork for the pouring of concrete slabs. Newly poured concrete is in a wet and fluid form, and needs to be maintained in position until it cures and can hold its own shape. When poured, the concrete is typically leveled and then left to set. According to a first aspect of Jaycock, the there is provided a shuttering formwork comprising an elongate body member with a base portion and a compression portion extending from the base portion. The elongate body member comprises a first side and a second side, each side comprising a compression portion side face and a base portion upper face. A strip element is releasably attachable to the free end of the compression portion. Advantageously, the compression portion side face and the base portion upper face of at least one side of the elongate body member each provide a resiliently deformable surface and, as such, can be used between two concrete bays, separating them.
  • BRIEF SUMMARY
  • The shuttering formwork of the present disclosure is intended to be used in a manner that is analogous to the general manner in which Jaycock is used, with the obvious exception of the height-adjustable cap, which is described in detail herein.
  • BRIEF DESCRIPTION OF THE SEVERAL VIEWS OF THE DRAWINGS
  • The following detailed description of specific embodiments of the present disclosure can be best understood when read in conjunction with the following drawings, where like structure is indicated with like reference numerals and in which:
  • FIG. 1 is an isometric illustration of a shuttering formwork according to the present disclosure;
  • FIG. 2 is a cross sectional illustration of a shuttering formwork according to the present disclosure;
  • FIGS. 3-6 illustrate height adjustment in a shuttering formwork according to the present disclosure.
  • DETAILED DESCRIPTION
  • Referring initially to FIG. 1, it is noted that shuttering formwork 10 according to the present disclosure comprises a body 20, a height-adjustable cap 30, and an optional, detachable void cap 40. Generally, a concrete shuttering formwork 10 assembled utilizing the height-adjustable cap 30 according to the present disclosure stays in place and allows adjoining bays to be poured one after the other. Once the poured concrete has cured, the detachable void cap 40 can either be left in place or removed. If removed, the resulting gap can subsequently be filled with a joint sealant. By way of example, and not by way of limitation, a height-adjustable cap 30 according to the present disclosure may be readily incorporated with the type of formwork illustrated in US Patent Publication No. 2011/0214376 A1.
  • In use, the body 20 is anchored on grade and the height-adjustable cap 30 is adjusted to a suitable height. The longitudinal incline of the cap 30 can also be adjusted to a desired level. Once in place, the cap 30 can be attached to the body with a self-tapping screw. Score lines 35 are provided for easy size adjustment.
  • Having described the invention in detail and by reference to specific embodiments thereof, it will be apparent that modifications and variations are possible without departing from the scope of the invention defined in the appended claims. More specifically, although some aspects of the present invention are identified herein as preferred or particularly advantageous, it is contemplated that the present invention is not necessarily limited to these preferred aspects of the invention

Claims (4)

1. Concrete shuttering formwork comprising a body and a height-adjustable cap mounted about a vertical extension of the body.
2. Concrete shuttering formwork as claimed in claim 1 wherein the body is configured to be anchored on grade and the height-adjustable cap is configured to be adjusted to a suitable height and longitudinal inclination.
3. Concrete shuttering formwork as claimed in claim 1 further comprising a detachable void cap mounted to the height adjustable cap.
4. Concrete shuttering formwork including one or more of the novel features illustrated and described herein.
US14/598,533 2014-01-17 2015-01-16 Height-adjustable caps for concrete shuttering formwork Abandoned US20150204084A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US14/598,533 US20150204084A1 (en) 2014-01-17 2015-01-16 Height-adjustable caps for concrete shuttering formwork

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US201461928868P 2014-01-17 2014-01-17
US14/598,533 US20150204084A1 (en) 2014-01-17 2015-01-16 Height-adjustable caps for concrete shuttering formwork

Publications (1)

Publication Number Publication Date
US20150204084A1 true US20150204084A1 (en) 2015-07-23

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US14/598,533 Abandoned US20150204084A1 (en) 2014-01-17 2015-01-16 Height-adjustable caps for concrete shuttering formwork

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US (1) US20150204084A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108374425A (en) * 2018-02-09 2018-08-07 中交二航局第四工程有限公司 Cushion cap and its foundation pit cushion construction structure and casting method

Citations (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3132571A (en) * 1960-05-02 1964-05-12 Lin W Bowling Cementitious slab and means and method for forming same with lines of weakness
US3782846A (en) * 1972-02-28 1974-01-01 R Johnson Joint forming and sealing device
US3838930A (en) * 1971-11-26 1974-10-01 V Koch Two-piece joint-forming device for hardenable, area-covering structural material
US4050206A (en) * 1974-11-26 1977-09-27 Akira Utsuyama Expansion jointing material for placing concrete, mortar or the like
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
US4455104A (en) * 1982-04-28 1984-06-19 Cardinal Manufacturing Company Metal concrete joint form and adjustable stakes
US4507902A (en) * 1982-06-10 1985-04-02 Lucas Jean Claude Device for the formation of a joint for an industrial type flooring
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
US4904111A (en) * 1989-02-21 1990-02-27 Cardinal Manufacturing Co. Adjustable support for use with metal keyway forms for above grade concrete slab
US5092091A (en) * 1990-05-07 1992-03-03 Hull Harold L Concrete control key-joint and divider form
US5450699A (en) * 1993-12-23 1995-09-19 Lee; Nam-Seung Flexible partitioning member for use in forming concrete slab
US5769562A (en) * 1997-01-08 1998-06-23 Jones; Stephen Edge restraint apparatus having variable length sections
US5956912A (en) * 1997-01-17 1999-09-28 Carter; Randy Control joint for forming concrete
US6102407A (en) * 1997-02-20 2000-08-15 Seiki Kogyo Co., Ltd. Joint seal and assembly method thereof
US20020050109A1 (en) * 2000-11-02 2002-05-02 Michel Grosjean Joint cover
US20080115441A1 (en) * 2003-10-24 2008-05-22 Herm, Friedr, Kunne Gmbh & Co., Floor Profile Arrangement Comprising a Joint
US7392627B2 (en) * 2004-01-16 2008-07-01 Hermann Friedrich Kuenne Gmbh & Co. Profiled rail system for bridging floorcovering transitions
US7506480B1 (en) * 2006-09-19 2009-03-24 Chandler Rory A System and method of forming expansion joints
US7547158B1 (en) * 2007-10-22 2009-06-16 James Mucci System and method for installing expansion joints in poured slabs of concrete
US7895802B2 (en) * 2004-11-22 2011-03-01 Karl Pedross Ag Profiled rail system for covering joints
US20120124929A1 (en) * 2010-11-22 2012-05-24 O'connor Paul Allison Concrete armored joint form that provides one step installation and thermal transfer prevention as well as seating for joint filler

Patent Citations (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3132571A (en) * 1960-05-02 1964-05-12 Lin W Bowling Cementitious slab and means and method for forming same with lines of weakness
US3838930A (en) * 1971-11-26 1974-10-01 V Koch Two-piece joint-forming device for hardenable, area-covering structural material
US3782846A (en) * 1972-02-28 1974-01-01 R Johnson Joint forming and sealing device
US4050206A (en) * 1974-11-26 1977-09-27 Akira Utsuyama Expansion jointing material for placing concrete, mortar or the like
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
US4455104A (en) * 1982-04-28 1984-06-19 Cardinal Manufacturing Company Metal concrete joint form and adjustable stakes
US4507902A (en) * 1982-06-10 1985-04-02 Lucas Jean Claude Device for the formation of a joint for an industrial type flooring
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
US4904111A (en) * 1989-02-21 1990-02-27 Cardinal Manufacturing Co. Adjustable support for use with metal keyway forms for above grade concrete slab
US5092091A (en) * 1990-05-07 1992-03-03 Hull Harold L Concrete control key-joint and divider form
US5450699A (en) * 1993-12-23 1995-09-19 Lee; Nam-Seung Flexible partitioning member for use in forming concrete slab
US5769562A (en) * 1997-01-08 1998-06-23 Jones; Stephen Edge restraint apparatus having variable length sections
US5956912A (en) * 1997-01-17 1999-09-28 Carter; Randy Control joint for forming concrete
US6102407A (en) * 1997-02-20 2000-08-15 Seiki Kogyo Co., Ltd. Joint seal and assembly method thereof
US20020050109A1 (en) * 2000-11-02 2002-05-02 Michel Grosjean Joint cover
US20080115441A1 (en) * 2003-10-24 2008-05-22 Herm, Friedr, Kunne Gmbh & Co., Floor Profile Arrangement Comprising a Joint
US7392627B2 (en) * 2004-01-16 2008-07-01 Hermann Friedrich Kuenne Gmbh & Co. Profiled rail system for bridging floorcovering transitions
US7895802B2 (en) * 2004-11-22 2011-03-01 Karl Pedross Ag Profiled rail system for covering joints
US7506480B1 (en) * 2006-09-19 2009-03-24 Chandler Rory A System and method of forming expansion joints
US7547158B1 (en) * 2007-10-22 2009-06-16 James Mucci System and method for installing expansion joints in poured slabs of concrete
US20120124929A1 (en) * 2010-11-22 2012-05-24 O'connor Paul Allison Concrete armored joint form that provides one step installation and thermal transfer prevention as well as seating for joint filler

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108374425A (en) * 2018-02-09 2018-08-07 中交二航局第四工程有限公司 Cushion cap and its foundation pit cushion construction structure and casting method

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Legal Events

Date Code Title Description
AS Assignment

Owner name: FUKUVI USA, INC., OHIO

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:BROWN, MARK;REEL/FRAME:036043/0720

Effective date: 20150630

STCB Information on status: application discontinuation

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