Screw pile substructure support system

Hydraulic and earth engineering – Foundation – Columnar structure

Reexamination Certificate

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Details

C405S252100

Reexamination Certificate

active

07914236

ABSTRACT:
A screw pile substructure support system is provided. In one embodiment, the invention relates to a screw pile substructure support system including a tubular pile having a centerline, wherein the tubular pile includes a first cylindrical section and a second cylindrical section attached by a weld, a pile tip including a first pile tip end attached to the tubular pile, an end plate having a substantially flat surface disposed perpendicular to the centerline of the tubular pile, a tapered portion disposed between the first pile tip end and the end plate, and a helical flight attached to an exterior surface of the tapered portion, wherein the helical flight extends along the exterior surface for a distance of at least one quarter of a circumference of the tapered portion, wherein the end plate is fixedly attached to the pile tip.

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Written Opinion of the International Searching Authority and International Search Report; dated May 22, 2008; 5 pages for PCT/US06/07949.
USPTO; Trademark Office Action for Trademark App. No. 77/743,573 for mark “TORQUE DOWN”; dated Jan. 30, 2010; 5 pages.
USPTO; “Letter of Protest Memorandum” dated Dec. 29, 2009 regarding Trademark App. No. 77/743,573 for mark “TORQUE DOWN” citing to evidence contained in Exhibits A-K; 2 pages.
“Letter of Protest Memorandum”; Exhitbit A: U.S. Published application of Steve Neville for Torque Down Pile Substructure Support System, Published Sep. 7, 2006; 17 pages (annotated).
“Letter of Protest Memorandum”; Exhibit B: Dictionary meaning of “torque”; 4 pages (annotated) Dec. 2009.
“Letter of Protest Memorandum”; Exhibit C: Dictionary meaning of “down”; 2 pages (annotated).
“Letter of Protest Memorandum”; Exhibit D: Specimen Brochure filed by Applicant; 5 pages (annotated).
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“Letter of Protest Memorandum”; Exhibit I: Printout of article accessed from internet at http://www.ecn.purdue.edu/˜mprezzi/pdf/xxxxxxxl—overview—of—construction.pdf (Dec. 11, 2009); 19 pages (annotated).
“Letter of Protest Memorandum”; Exhibit J: Declaration of M. Byrl Williams of Dec. 11, 2009 and Exhibits 1-12; 8 pages.
“Letter of Protest Memorandum”; Exhibit 1: Deep Foundations Institute 2008 Distinguished Service Award; 2 page.
“Letter of Protest Memorandum”; Exhibit 2: A DFI and CALTRANS Specialty Seminar CALTRANS Pile Load Test Results at a Deep Bay Mud Site, Sep. 9 and 10, 1993; 4 pages.
“Letter of Protest Memorandum”; Exhibit 3: United Parcel Service Trailer Staging Area Structure schematics; 4 pages (annotated).
“Letter of Protest Memorandum”; Exhibit 4: Amtrak “Permanent Relocation” of IWWTS and Related Projects, 100% Specifications: Nov. 9, 2009; 9 pages (annotated).
“Letter of Protest Memorandum”; Exhibit 5: San Francisco Public Utilities Commission City and County of San Francisco, North Shore To Channel Force Main Improvements Contract No. WW-483R; 8 pages (annotated) Oct. 2009
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“Letter of Protest Memorandum”; Exhibit 7: The Recreation And Wellness Center Sacramento State, Division Thirty One—Earthwork, Section 31 62 23—Torque Down Steel Piles, Jan. 14, 2008; 9 pages (annotated).
“Letter of Protest Memorandum”; Exhibit 8: Lionakis No. 26026, Section 31 66 13, Drilled Torque-Down Steel Pipe Piles; 5 pages (annotated) Jun. 2008.
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“Letter of Protest Memorandum”; Exhibit 12: Fundex, Tubex Piles & Tubex Grout Injection Piles, Vibration Free Piling, Earthquake Resistant Foundation Constructors, Inc.; 9 pages (annotated)
“Letter of Protest Memorandum”; Exhibit K: Declaration of Richard D. Short of Dec. 3, 2009; 7 pages.
“Letter of Protest Memorandum”; Exhibit L: Trademark Electronic Search System (TESS) Result for Torque Anchors ECP; 3 pages Dec. 2009.

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