US3411305A - Tubular interlocking piling for wall assemblies - Google Patents

Tubular interlocking piling for wall assemblies Download PDF

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US3411305A
US3411305A US611126A US61112667A US3411305A US 3411305 A US3411305 A US 3411305A US 611126 A US611126 A US 611126A US 61112667 A US61112667 A US 61112667A US 3411305 A US3411305 A US 3411305A
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interlocking
tubular
tubular member
shaped
elements
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US611126A
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Alexander A Cella
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/02—Sheet piles or sheet pile bulkheads
    • E02D5/03—Prefabricated parts, e.g. composite sheet piles
    • E02D5/04—Prefabricated parts, e.g. composite sheet piles made of steel
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00—Joints and connections
    • Y10T403/71—Rod side to plate or side
    • Y10T403/7129—Laterally spaced rods

Definitions

  • a pile unit for use in interconnected tubular piling has an interlocking element, L-shaped in cross-section, welded to the exterior surface of the tube, and a second L-shaped, interlocking element and a bead element welded to the exterior surface of the tube and spaced from the first connecting element.
  • Two tubular units are interconnected by sliding an L-shaped element of one into an L-shaped element of a second, with the bead element of the second maintaining the engagement of the interlocking elements.
  • This invention relates to piling, and more particularly, to tubular interlocking piling.
  • the present invention relates to a tubular pile unit which is designed to be connected in interlocking engagement with one or more like tubular pile units.
  • the tubular unit has a first interlocking element which is L-shaped in cross-section and is attached to the exterior surface of the tubular unit.
  • the two tubular units are interconnected by sliding the L-shaped element of the first interlocking element into the L-shaped element of a second tubular unit.
  • the bead element on the second tubular unit maintains the engagement of the interlocking elements.
  • Filings for reinforcing the construction of walls, dams, piers, and other abutments are made of sheets of metal having interlocking joints.
  • An example of sheet pilings can be found in the Murray US. Patent No. 2,128,428.
  • Interlocking tubular steel pilings have also been used in the past as shown in US. Patents 2,101,285, 2,090,720, and 3,059,436.
  • the interlocking members of tubular pile members used in the prior art are relatively expensive and sometimes present difficulties in their interconnection.
  • the tubular pile unit of this invention utilizes a more simple L-shaped, interlocking element, together with an associated bead element, to provide effective engagement of a series of tubular pile units.
  • This tubular pile unit may be used in constructing cofferdams, walls, dams, bridge piers, abutments, and other types of walls where strong construction is necessary.
  • an object of this invention is to provide a tubular pile member which is simple in construction and can be economically manufactured.
  • Another object is to provide a rigidly constructed, interlocking tubular pile member.
  • FIGURE 1 is a perspective view of the tubular pile
  • FIGURE 2 is a top plan view of two tubular members interconnected.
  • the tubular pile member consists of the elongated tubular member 11, which is of substantially uniform cross-section along its length.
  • the tubular member may be solid, but is usually hollow, as shown in FIGURE 1.
  • Tubular member 11 has integrally formed with its exterior surface two L-shaped, interlocking elements 12 and 14 and a bead element 13.
  • Each L-shaped, interlocking element has a long leg 20 and a short leg 21.
  • the interlocking elements are easily secured to the circumferential surface of the tubular member by welding along the length of the interlocking element on both sides. Any other means for securing the interlocking elements to the tubular member may be used, but welding is the simplest and most economical;
  • the bead element 13 is slightly spaced from the L-shaped, interlocking element 12. It is the means by which an L-shaped, interlocking element of one tubular member is maintained in engagement with the interlocking element of a second tubular member.
  • the bead element should be spaced along the circumference from the interlocking element so that when two interlocking elements are engaged, the shorter leg of a first L-shaped, interlocking element will be bearing against the corresponding portion of a second interlocking element, while the longer leg will be bearing against the bead element, thus maintaining engagement.
  • tubular member 11 is interlocked with tubular member 15.
  • L-shaped, interlocking element 14 slides into interlocking element 17, and beaded element 18 bears against element 14 to prevent the disengagement of the interlocking elements 14 and 17.
  • the interlocking member design shown in FIGURES 1 and 2 may be used on any diameter tubular pile.
  • the relative dimensions of the interlocking element to the tubular member are not fixed, but it has been found desirable to use a l /z-inch long leg, %-inch short leg, L-shaped element in cooperation with a /2-inch diameter beaded element on a 12-inch diameter tubular member.
  • the important consideration in determining the relative dimensions of the L-shaped elements is that shorter legs of the interlocking elements may bear against each other while the beaded element may bear against the longer leg, thus maintaining engagement.
  • the relative position of the interlocking elements is likewise not fixed. However, the most rigid construction exists when the points of securement of the interlocking members to the tubular member can be connected by a diameter passing through the center of the tubular member.
  • the long leg of the L-shaped, interlocking element may be integrally formed with the tubular member so that it is at an angle of 060 with the normal to the circumference of the tubular member. It is preferable if the angle is between 30 to 60.
  • tubular members may be provided with third and fourth interconnecting elements and a second bead member. These additional interconnecting elements will facilitate connection of the tubular members in two directions. As with only two interconnecting elements, it is most desirable that the points of securement of the third and fourth interconnecting elements be positioned so a line connecting the two would be a diameter of the tubular member. If this is the case, lines connecting the centers of four tubular members thus interconnected would form a square.
  • a tubular pile unit designed to be connected in interlocking engagement with one or more like tubular pile units to define a load bearing wall assembly, said unit comprising:
  • first interlocking element and the bead element are so spaced circumferentially of the tubular member as to slidably receive and engage therebetween the shorter leg of the second interlocking element of a mating pile unit to form an effective interlock unit between the first and second interlocking elements whereby the adjacent portion of the longer leg of said second projecting element of said mating pile unit is securely positioned against the bead element on one side and the circumferential surface of thetubular element on the other side.
  • a load bearing wall assembly constituted of a plurality of tubular pile units as defined in claim 1, said units being connected in interlocking engagement with the shorter leg of the second interlocking element of each mating pile unit engaging with and bearing against the corresponding portion of the first interlocking element of the tubular pile unit connected thereto, and the adjacent portion of the longer leg of the second interlocking element of said mating pile unit engaging with and bearing against the bead element of said tubular pile unit connected thereto.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)

Description

Nov. 19, 1968 A. A. CELLA 3,411,305
TUBULAR INTERLOCKING FILING FOR WALL ASSEMBLIES Filed Jan. 23, 1967 BY flrnzazam; F495; 6222; JZFFi/t/ United States Patent Oflice Patented Nov. 19, 1968 3,411,305 TUBULAR INTERLOCKING PILING FOR WALL ASSEMBLIES Alexander A. Cella, Great Notch, N.J., assignor to Alexander A. Celia, Great Notch, and Charles Vmzant, Wharton, NJ.
Filed Jan. 23, 1967, Ser. No. 611,126 4 Claims. (Cl. 61-60) ABSTRACT OF THE DISCLOSURE A pile unit for use in interconnected tubular piling. The tubular unit has an interlocking element, L-shaped in cross-section, welded to the exterior surface of the tube, and a second L-shaped, interlocking element and a bead element welded to the exterior surface of the tube and spaced from the first connecting element. Two tubular units are interconnected by sliding an L-shaped element of one into an L-shaped element of a second, with the bead element of the second maintaining the engagement of the interlocking elements.
This invention relates to piling, and more particularly, to tubular interlocking piling.
More specifically, the present invention relates to a tubular pile unit which is designed to be connected in interlocking engagement with one or more like tubular pile units. The tubular unit has a first interlocking element which is L-shaped in cross-section and is attached to the exterior surface of the tubular unit. There is also provided a second L-shaped interlocking element and a bead element which is attached to the exterior surface of the tubular unit. The two tubular units are interconnected by sliding the L-shaped element of the first interlocking element into the L-shaped element of a second tubular unit. The bead element on the second tubular unit maintains the engagement of the interlocking elements.
Filings for reinforcing the construction of walls, dams, piers, and other abutments are made of sheets of metal having interlocking joints. An example of sheet pilings can be found in the Murray US. Patent No. 2,128,428. Interlocking tubular steel pilings have also been used in the past as shown in US. Patents 2,101,285, 2,090,720, and 3,059,436. However, the interlocking members of tubular pile members used in the prior art are relatively expensive and sometimes present difficulties in their interconnection.
The tubular pile unit of this invention utilizes a more simple L-shaped, interlocking element, together with an associated bead element, to provide effective engagement of a series of tubular pile units. This tubular pile unit may be used in constructing cofferdams, walls, dams, bridge piers, abutments, and other types of walls where strong construction is necessary.
Thus, an object of this invention is to provide a tubular pile member which is simple in construction and can be economically manufactured.
Another object is to provide a rigidly constructed, interlocking tubular pile member.
Other objects of the invention will become more apparent from the following description and accompanying drawings, wherein:
FIGURE 1 is a perspective view of the tubular pile;
FIGURE 2 is a top plan view of two tubular members interconnected.
Referring to FIGURE 1, the tubular pile member consists of the elongated tubular member 11, which is of substantially uniform cross-section along its length. The tubular member may be solid, but is usually hollow, as shown in FIGURE 1.
Tubular member 11 has integrally formed with its exterior surface two L-shaped, interlocking elements 12 and 14 and a bead element 13. Each L-shaped, interlocking element has a long leg 20 and a short leg 21.
The interlocking elements are easily secured to the circumferential surface of the tubular member by welding along the length of the interlocking element on both sides. Any other means for securing the interlocking elements to the tubular member may be used, but welding is the simplest and most economical;
The bead element 13 is slightly spaced from the L-shaped, interlocking element 12. It is the means by which an L-shaped, interlocking element of one tubular member is maintained in engagement with the interlocking element of a second tubular member.
The bead element should be spaced along the circumference from the interlocking element so that when two interlocking elements are engaged, the shorter leg of a first L-shaped, interlocking element will be bearing against the corresponding portion of a second interlocking element, while the longer leg will be bearing against the bead element, thus maintaining engagement.
As can be seen from FIGURE 2, tubular member 11 is interlocked with tubular member 15. L-shaped, interlocking element 14 slides into interlocking element 17, and beaded element 18 bears against element 14 to prevent the disengagement of the interlocking elements 14 and 17.
The interlocking member design shown in FIGURES 1 and 2 may be used on any diameter tubular pile.
The relative dimensions of the interlocking element to the tubular member are not fixed, but it has been found desirable to use a l /z-inch long leg, %-inch short leg, L-shaped element in cooperation with a /2-inch diameter beaded element on a 12-inch diameter tubular member.
The important consideration in determining the relative dimensions of the L-shaped elements is that shorter legs of the interlocking elements may bear against each other while the beaded element may bear against the longer leg, thus maintaining engagement.
Additional strength may be obtained if the shorter legs of the interlocking elements taper inwardly toward their respective ends as shown in 21a of FIGURE 1, thus providing increased bearing surfaces for engagement of the interlocking elements.
The relative position of the interlocking elements is likewise not fixed. However, the most rigid construction exists when the points of securement of the interlocking members to the tubular member can be connected by a diameter passing through the center of the tubular member.
The long leg of the L-shaped, interlocking element may be integrally formed with the tubular member so that it is at an angle of 060 with the normal to the circumference of the tubular member. It is preferable if the angle is between 30 to 60.
It may be desirable for a particular reinforcement function to be performed by pile members wherein interconnection of the tubular piles is not along a single direction. If this is desired, the tubular members may be provided with third and fourth interconnecting elements and a second bead member. These additional interconnecting elements will facilitate connection of the tubular members in two directions. As with only two interconnecting elements, it is most desirable that the points of securement of the third and fourth interconnecting elements be positioned so a line connecting the two would be a diameter of the tubular member. If this is the case, lines connecting the centers of four tubular members thus interconnected would form a square.
Although there has been described a preferred embodiment of this novel invention, many variations and modifications will now be apparent to those skilled in the art. Therefore, this invention is to be limited, not by the specific disclosure herein, but only by the appending claims.
The embodiments of the invention in which an exclusive privilege or property is claimed are defined as follows.
I claim:
1. A tubular pile unit designed to be connected in interlocking engagement with one or more like tubular pile units to define a load bearing wall assembly, said unit comprising:
(a) an elongated, tubular member of substantially uniform cross-section;
(b) a first interlocking element having an L-shaped cross-section formed integral with the circumferential surface of said tubular member, projecting longitudinally of said tubular member;
(c) a bead element formed integral with the circumferential surface of said tubular member, said bead element extending lingitudinally of said tubular member substantially parallel to and spaced circumferentially from said first interlocking element;
((1) a second interlocking element having an L-shaped cross-section formed integral with the circumferential surface of said tubular member, said second interlocking element projecting longitudinally of said tubular member substantially parallel to and spaced circumferentially from said first interlocking element and the bead element, each of said first and second interlocking elements having uneven legs and each of said elements being attached to the circumferential surface of the tubular member adjacent the remote end of the longer legs of said elements, wherein the first interlocking element and the bead element are so spaced circumferentially of the tubular member as to slidably receive and engage therebetween the shorter leg of the second interlocking element of a mating pile unit to form an effective interlock unit between the first and second interlocking elements whereby the adjacent portion of the longer leg of said second projecting element of said mating pile unit is securely positioned against the bead element on one side and the circumferential surface of thetubular element on the other side.
2. The tubular pile unit of claim 1, wherein the shorter legs of said interlocking elements taper inwardly toward their respective ends to provide increased bearing surfaces for engagement with the interlocking elements of interlocking pile units.
3. The tubular pile unit of claim 1, wherein the longer leg of said interlocking elements is at an angle of 3060 with the normal to the circumference of said tubular member.
4. A load bearing wall assembly constituted of a plurality of tubular pile units as defined in claim 1, said units being connected in interlocking engagement with the shorter leg of the second interlocking element of each mating pile unit engaging with and bearing against the corresponding portion of the first interlocking element of the tubular pile unit connected thereto, and the adjacent portion of the longer leg of the second interlocking element of said mating pile unit engaging with and bearing against the bead element of said tubular pile unit connected thereto.
References Cited UNITED STATES PATENTS 2,128,428 8/1930 Murray 6l-60 FOREIGN PATENTS 561,765 6/ 1944 Great Britain.
JACOB SHAPIRO, Primary Examiner.
US611126A 1967-01-23 1967-01-23 Tubular interlocking piling for wall assemblies Expired - Lifetime US3411305A (en)

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Cited By (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1981001722A1 (en) * 1979-12-06 1981-06-25 G Hart Method of and apparatus for building construction
US5106233A (en) * 1989-08-25 1992-04-21 Breaux Louis B Hazardous waste containment system
US5240348A (en) * 1989-08-25 1993-08-31 Louis Breaux Methods of hazardous waste containment
US5259705A (en) * 1989-08-25 1993-11-09 Breaux Louis B Guide box assembly system for in-ground barrier installation
US5354149A (en) * 1989-08-25 1994-10-11 Barrier Member Containment Corp. In-ground barrier system with pass-through
US5800096A (en) * 1995-04-27 1998-09-01 Barrow; Jeffrey Subsurface barrier wall and method of installation
US6427402B1 (en) * 2000-10-25 2002-08-06 American Piledriving Equipment, Inc. Pile systems and methods
WO2002062668A2 (en) * 2001-02-06 2002-08-15 Bechtel Bwxt Idaho, Llc Subsurface materials management and containment system, components thereof and methods relating thereto
US20030152427A1 (en) * 2000-12-04 2003-08-14 Nickelson Reva A. In situ retreival of contaminants or other substances using a barrier system and leaching solutions and components, processes and methods relating thereto
US20030175083A1 (en) * 1999-12-06 2003-09-18 Kostelnik Kevin M. Advanced containment system
US6758634B2 (en) 2001-02-06 2004-07-06 Bechtel Bwxt Idaho, Llc Subsurface materials management and containment system
US20040218980A1 (en) * 2000-12-04 2004-11-04 Richardson John G. Apparatus for indication of at least one subsurface barrier characteristic and methods of use
US20050063784A1 (en) * 2000-12-04 2005-03-24 Bechtel Bwxt Idaho, Llc Barriers including at least one weld, barriers including at least one adhesive joint, methods and apparatuses for forming, inspecting, selectively heating, and repairing same
US20050207846A1 (en) * 2000-12-04 2005-09-22 Nickelson Reva A Method of in situ retrieval of contaminants or other substances using a barrier system and leaching solutions
US20050254905A1 (en) * 2004-05-12 2005-11-17 Data-Too Co., Ltd. Steel-pipe sheet pile and coupling structure of steel-pipe sheet piles
US20070183851A1 (en) * 2006-01-25 2007-08-09 Van De Coterlet Johannes G Method for producing a sheet pile wall and sheet pile plank therefor
US20070193129A1 (en) * 2005-06-28 2007-08-23 Mansfield Peter W Interlocking seawall construction and installation apparatus
US20070215850A1 (en) * 2006-02-27 2007-09-20 Mitchell Maxwell R Form fitting fence
USD775741S1 (en) * 2014-02-17 2017-01-03 SUS Corporation Structural post
US9957684B2 (en) 2015-12-11 2018-05-01 American Piledriving Equipment, Inc. Systems and methods for installing pile structures in permafrost
US10385531B2 (en) 2015-10-09 2019-08-20 American Piledriving Equipment, Inc. Split flight pile systems and methods
US10392871B2 (en) 2015-11-18 2019-08-27 American Piledriving Equipment, Inc. Earth boring systems and methods with integral debris removal
US10760602B2 (en) 2015-06-08 2020-09-01 American Piledriving Equipment, Inc. Systems and methods for connecting a structural member to a pile
USD925776S1 (en) * 2020-02-05 2021-07-20 Sheet Pile LLC Cylindrical pile with connecting elements

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2128428A (en) * 1936-08-18 1938-08-30 Jr Thomas E Murray Sheet piling
GB561765A (en) * 1943-02-19 1944-06-02 Bell Noel Gonne Improvements in piles and foundations

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2128428A (en) * 1936-08-18 1938-08-30 Jr Thomas E Murray Sheet piling
GB561765A (en) * 1943-02-19 1944-06-02 Bell Noel Gonne Improvements in piles and foundations

Cited By (50)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1981001722A1 (en) * 1979-12-06 1981-06-25 G Hart Method of and apparatus for building construction
US5106233A (en) * 1989-08-25 1992-04-21 Breaux Louis B Hazardous waste containment system
US5240348A (en) * 1989-08-25 1993-08-31 Louis Breaux Methods of hazardous waste containment
US5259705A (en) * 1989-08-25 1993-11-09 Breaux Louis B Guide box assembly system for in-ground barrier installation
US5354149A (en) * 1989-08-25 1994-10-11 Barrier Member Containment Corp. In-ground barrier system with pass-through
US5360293A (en) * 1989-08-25 1994-11-01 Barrier Member Containment Corporation In-ground barrier member interlocking joint and seal system
US5800096A (en) * 1995-04-27 1998-09-01 Barrow; Jeffrey Subsurface barrier wall and method of installation
US6802670B2 (en) 1999-12-06 2004-10-12 Bechtel Bwxt Idaho, Llc Advanced containment system
US6896446B2 (en) 1999-12-06 2005-05-24 Bechtel Bwxt Idaho, Llc Advanced containment system
US6851890B2 (en) 1999-12-06 2005-02-08 Bechtel Bwxt Idaho, Llc Advanced containment system
US20030175083A1 (en) * 1999-12-06 2003-09-18 Kostelnik Kevin M. Advanced containment system
US20030198517A1 (en) * 1999-12-06 2003-10-23 Kostelnik Kevin M. Advanced containment system
US6427402B1 (en) * 2000-10-25 2002-08-06 American Piledriving Equipment, Inc. Pile systems and methods
US6732483B1 (en) 2000-10-25 2004-05-11 American Piledriving Equipment, Inc. Modular plastic pile systems and methods
US20060093437A1 (en) * 2000-12-04 2006-05-04 Nickelson Reva A Subsurface materials management and containment system
US7513715B2 (en) 2000-12-04 2009-04-07 Battelle Energy Alliance, Llc Subterranean barriers, methods, and apparatuses for forming, inspecting, selectively heating, and repairing same
US7278800B2 (en) 2000-12-04 2007-10-09 Battelle Energy Alliance, Llc Method of installing subsurface barrier
US20040218980A1 (en) * 2000-12-04 2004-11-04 Richardson John G. Apparatus for indication of at least one subsurface barrier characteristic and methods of use
US20030152427A1 (en) * 2000-12-04 2003-08-14 Nickelson Reva A. In situ retreival of contaminants or other substances using a barrier system and leaching solutions and components, processes and methods relating thereto
US20050063784A1 (en) * 2000-12-04 2005-03-24 Bechtel Bwxt Idaho, Llc Barriers including at least one weld, barriers including at least one adhesive joint, methods and apparatuses for forming, inspecting, selectively heating, and repairing same
US20070209798A1 (en) * 2000-12-04 2007-09-13 Battelle Energy Alliance, Llc Subterranean barriers, methods, and apparatuses for forming, inspsecting, selectively heating, and repairing same
US6910829B2 (en) 2000-12-04 2005-06-28 Battelle Energy Alliance, Llc In situ retreival of contaminants or other substances using a barrier system and leaching solutions and components, processes and methods relating thereto
US20050207846A1 (en) * 2000-12-04 2005-09-22 Nickelson Reva A Method of in situ retrieval of contaminants or other substances using a barrier system and leaching solutions
US7153061B2 (en) 2000-12-04 2006-12-26 Battelle Energy Alliance, Llc Method of in situ retrieval of contaminants or other substances using a barrier system and leaching solutions
US7029203B2 (en) 2000-12-04 2006-04-18 Battelle Energy Alliance, Llc Subsurface materials management and containment system, components thereof and methods relating thereto
US7172371B2 (en) 2000-12-04 2007-02-06 Battelle Energy Alliance, Llc Method of sealing casings of subsurface materials management system
US20060099036A1 (en) * 2000-12-04 2006-05-11 Nickelson Reva A Method of installing subsurface barrier
US7056063B2 (en) 2000-12-04 2006-06-06 Battelle Energy Alliance, Llc Apparatus for indication of at least one subsurface barrier characteristic
US7160061B2 (en) 2000-12-04 2007-01-09 Battelle Energy Alliance, Llc Subterranean barriers including at least one weld
US7121765B2 (en) 2000-12-04 2006-10-17 Battelle Energy Alliance, Llc Subsurface materials management and containment system
US20060239778A1 (en) * 2000-12-04 2006-10-26 Nickelson Reva A Method of sealing casings of subsurface materials management system
US20040191002A1 (en) * 2000-12-04 2004-09-30 Nickelson Reva A. Subsurface materials management and containment system, components thereof and methods relating thereto
WO2002062668A3 (en) * 2001-02-06 2002-11-21 Bechtel Bwxt Idaho Llc Subsurface materials management and containment system, components thereof and methods relating thereto
US20060182499A1 (en) * 2001-02-06 2006-08-17 Richardson John G Methods for indication of at least one subsurface barrier characteristic and methods of use
WO2002062668A2 (en) * 2001-02-06 2002-08-15 Bechtel Bwxt Idaho, Llc Subsurface materials management and containment system, components thereof and methods relating thereto
US7234895B2 (en) 2001-02-06 2007-06-26 Battelle Energy Alliance, Llc Methods for indication of at least one subsurface barrier characteristic and methods of use
US6758634B2 (en) 2001-02-06 2004-07-06 Bechtel Bwxt Idaho, Llc Subsurface materials management and containment system
US7150584B2 (en) * 2004-05-12 2006-12-19 Data-Too Co., Ltd. Steel-pipe sheet pile and coupling structure of steel-pipe sheet piles
US20050254905A1 (en) * 2004-05-12 2005-11-17 Data-Too Co., Ltd. Steel-pipe sheet pile and coupling structure of steel-pipe sheet piles
US20070193129A1 (en) * 2005-06-28 2007-08-23 Mansfield Peter W Interlocking seawall construction and installation apparatus
US7470093B2 (en) * 2005-06-28 2008-12-30 Mansfield Peter W Interlocking seawall construction and installation apparatus
US20070183851A1 (en) * 2006-01-25 2007-08-09 Van De Coterlet Johannes G Method for producing a sheet pile wall and sheet pile plank therefor
US8235630B2 (en) * 2006-01-25 2012-08-07 Johannes Gerardus Van De Coterlet Method for producing a sheet pile wall and sheet pile plank therefor
US20070215850A1 (en) * 2006-02-27 2007-09-20 Mitchell Maxwell R Form fitting fence
USD775741S1 (en) * 2014-02-17 2017-01-03 SUS Corporation Structural post
US10760602B2 (en) 2015-06-08 2020-09-01 American Piledriving Equipment, Inc. Systems and methods for connecting a structural member to a pile
US10385531B2 (en) 2015-10-09 2019-08-20 American Piledriving Equipment, Inc. Split flight pile systems and methods
US10392871B2 (en) 2015-11-18 2019-08-27 American Piledriving Equipment, Inc. Earth boring systems and methods with integral debris removal
US9957684B2 (en) 2015-12-11 2018-05-01 American Piledriving Equipment, Inc. Systems and methods for installing pile structures in permafrost
USD925776S1 (en) * 2020-02-05 2021-07-20 Sheet Pile LLC Cylindrical pile with connecting elements

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