CA2417503A1 - Cold roll forming a short radius curvature into deep corrugated metal plate - Google Patents

Cold roll forming a short radius curvature into deep corrugated metal plate Download PDF

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Publication number
CA2417503A1
CA2417503A1 CA002417503A CA2417503A CA2417503A1 CA 2417503 A1 CA2417503 A1 CA 2417503A1 CA 002417503 A CA002417503 A CA 002417503A CA 2417503 A CA2417503 A CA 2417503A CA 2417503 A1 CA2417503 A1 CA 2417503A1
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CA
Canada
Prior art keywords
plate
plates
structural
short radius
corrugated
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.)
Granted
Application number
CA002417503A
Other languages
French (fr)
Other versions
CA2417503C (en
Inventor
Michael W. Wilson
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.)
AIL International Inc
Original Assignee
AIL International 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 AIL International Inc filed Critical AIL International Inc
Publication of CA2417503A1 publication Critical patent/CA2417503A1/en
Application granted granted Critical
Publication of CA2417503C publication Critical patent/CA2417503C/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F5/00Draining the sub-base, i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted means
    • E01F5/005Culverts ; Head-structures for culverts, or for drainage-conduit outlets in slopes

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Panels For Use In Building Construction (AREA)
  • Coating With Molten Metal (AREA)
  • Bending Of Plates, Rods, And Pipes (AREA)

Abstract

A deep corrugated structural metal plate having a cold roll formed, uniform uninterrupted short radius of curvature along at least a portion of the plate's length in the range of about 450 mm up to about 3100 mm.

Claims (14)

1. A deep corrugated structural metal plate having a cold roll formed uniform uninterrupted short radius of curvature along at least a portion of said plate's length in the range of about 450 mm up to about 3100 mm.
2. A corrugated plate of claim 1, wherein said plate has:
i) a thickness of about 2 mm to about 10 mm;
ii) a corrugation pitch of about 230 mm to about 600 mm and a corrugation depth of about 65 mm to about 225 mm.
3. A corrugated plate of claim 2, wherein said structural plate of steel has a maximum yield strength of about 379 MPa, a maximum tensile strength of about 538 MPa and a percent elongation of about 25% to 35%.
4. A corrugated plate of claim 1, wherein said structural plate of aluminum has a maximum yield strength of about 241 MPa, a maximum tensile strength of about 262 MPa and a percent elongation of about 4% to 15%.
5. A corrugated plate of claim 2, wherein said plate is of steel and is uncoated and is blank.
6. A corrugated plate of claim 2, wherein said plate is of steel and has prepunched holes about its perimeter and may be galvanized prior to roll forming said curvature.
7. A corrugated plate of claim 1, for use as a structural plate in an arch or box culvert, said plate spanning a short radius haunch for an arch or box culvert.
8. A corrugated plate of claim 7, wherein said plate has two or three corrugations across its width.
9. A corrugated plate of claim 7, wherein said plate has prepunched circular or oval holes for interconnection by fasteners of said plate to other like plates.
10. A load bearing structure in the form of a culvert, arch or box culvert having a short radius section of about 450 mm to 3100 mm, said structure being erected by interconnecting deep corrugation structural metal plates;
each plate having a predetermined curvature along its length to match a corresponding section of said structure profile;
each said plate for said short radius section having a cold roll formed uniform uninterrupted short radius curvature along said plate's length;
each of said plates having prepunched holes for receiving fasteners to complete plate interconnection in erecting said structure, said prepunched holes being aligned with complementary prepunched holes in said interconnected plate to facilitate fastener insertion.
11. A load bearing structure of claim 10, wherein a second set of reinforcement cold roll formed deep corrugation structural metal plates are secured to said plates forming a first set of plates for said load bearing structure, said second set of reinforcement plates having a cold roll formed uniform uninterrupted curvature along said plate's length to provide thereby a dam along each abutting peaks and troughs of said first and second plates at least for said short radius section of said structure, said dam blocking leakage of concrete slurry form a cavity defined between said first set of structural plates and said second set of plates.
12. A load bearing structure of claim 11, wherein said second set of structural plates has prepunched holes which align with said complementary prepunched holes in said first set of structural plates.
13. A load bearing structure of claim 10, wherein said cold roll formed plate is of steel and is galvanized prior to roll forming said curvature, said galvanized covering said prepunched holes.
14. A load bearing structure of claim 11, wherein said first set of plates and said second set of plates have shear bond connectors which project into said cavities.
CA2417503A 2002-01-31 2003-01-27 Cold roll forming a short radius curvature into deep corrugated metal plate Expired - Lifetime CA2417503C (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US10/066,015 US20030143028A1 (en) 2002-01-31 2002-01-31 Cold roll forming a short radius curvature into deep corrugated metal plate
US10/066,015 2002-01-31

Publications (2)

Publication Number Publication Date
CA2417503A1 true CA2417503A1 (en) 2003-07-31
CA2417503C CA2417503C (en) 2011-12-20

Family

ID=27610407

Family Applications (1)

Application Number Title Priority Date Filing Date
CA2417503A Expired - Lifetime CA2417503C (en) 2002-01-31 2003-01-27 Cold roll forming a short radius curvature into deep corrugated metal plate

Country Status (2)

Country Link
US (1) US20030143028A1 (en)
CA (1) CA2417503C (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200401567Y1 (en) * 2005-08-12 2005-11-17 평산에스아이 주식회사 Structure for reinforcing a corrugated steel plate
KR100589877B1 (en) * 2005-12-20 2006-06-19 주식회사 픽슨이앤씨 The enforcement liner installation mold of the corrugated steel plate structure
US20090000246A1 (en) * 2007-06-27 2009-01-01 Tian-Ming Chang Corrugated board structure
BR112014003340B1 (en) 2011-08-12 2021-05-18 Atlantic Industries Limited corrugated sheet metal and raised structure incorporating it
US10526779B2 (en) * 2018-05-01 2020-01-07 Gary A. Knudson Double-insulated double-clad metal building system
EP4045725A4 (en) * 2019-10-18 2023-11-29 AIL International Inc. Structural plates and methods of constructing arch-shaped structures using structural plates
CN113089507B (en) * 2021-05-11 2022-11-08 哈尔滨工业大学 Double-layer corrugated steel reinforcing structure for damaged bridges and culverts and reinforcing method thereof

Also Published As

Publication number Publication date
US20030143028A1 (en) 2003-07-31
CA2417503C (en) 2011-12-20

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EEER Examination request
MKEX Expiry

Effective date: 20230127