US2101285A - Tubular interlocking piling - Google Patents

Tubular interlocking piling Download PDF

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Publication number
US2101285A
US2101285A US61712A US6171236A US2101285A US 2101285 A US2101285 A US 2101285A US 61712 A US61712 A US 61712A US 6171236 A US6171236 A US 6171236A US 2101285 A US2101285 A US 2101285A
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tubular
piling
interlocking
interlocking elements
pile
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US61712A
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Stevens Edwin Fenton
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/02Sheet piles or sheet pile bulkheads
    • E02D5/03Prefabricated parts, e.g. composite sheet piles
    • E02D5/04Prefabricated parts, e.g. composite sheet piles made of steel
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/24Prefabricated piles
    • E02D5/30Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete

Definitions

  • FIG. 1 is a top plan view ofone form of my tubular piling
  • Fig. 2 is a top plan view of a second form of my tubular piling
  • Fig. 3 is a partial vertical view of a wall made of units such as shown-in Figs. 1 and 2;
  • Fig. 4 is a top plan view of-a third form
  • Fig. 5 is a top plan of a fourth form
  • Fig. 6 is a top plan view of a corner forming unit for use with units such as that shown in Fig. 1, and v Fig. 'l is atop plan view of a fifth form of my pile unit. v
  • the .form of my tubular piling shown in Figs. 1 and 3 consists of an elongated member 6 of circular tubular cross section having a pair of interlocking elements 1 35 extending longitudinally thereof and secured to diametricaliy opposite sides thereof.
  • Each interlocking element l has a pair of mounting anges 'la formed integrally therewith and secured to the tubular member 6 by suitable means 40 such as welding or the-rivets 6.
  • the two pieces each comprising an interlocking element 'I and a pair ofmounting flanges 1a are similar and are secured to the tubular member 6 with respectively opposite ends up.
  • FIG. 2 The form of my pile shown in Fig. 2 is similar to the form shown in Fig.l 1 with the exceptions that the tubular member 9 is of generally oval cross section and the interlocking elements I0 are situated at positions corresponding to the ends of the longest diameter of the member 9. are
  • the form of my pileI shown in Fig. 4 is similar to the formshown in Fig. 3 with the exception that the interlocking elements il are situated in positions corresponding to the ends of the shortest diameter of the tubularmember i2.
  • the form of my piling illustrated in Fig. 5 consists of an elongated tubular member i3 of generally circular cross section but having portions o ⁇ f the wall thereof at diametrically opposite points bent inwardly to form a pair of dia- 10 metrically located generallyrectangular grooves or recessesl extending longitudinally of the member I3.
  • An interlocking element i4 extends longitudinally of each recess and is secured to the por'- tion of the tubular element i3 forming the botl5 tom of the recess by suitable means such as weldi'ng or being formed integrally therewith.
  • the two interlocking unitsiLof each pile are at,- tached to the tubular element i 3 with corresponding ends up.
  • the depths of the recesses are so 20 dimensioned that facing portions ofadjoining piles in a wall formed4v thereof will abut each other, as shown, when interlocking elements I4 of these adjoining piles are placed in interlocking f .-relation.
  • a wan formed of such piles wm g5 have corrugated sides and Ithe interlocking elements il will be enclosed except at their ends..
  • anv elongated tubular member I5 formed in the 30 same manner as the member i3 and being provided with interlocking elements Il in the sameway, is used.
  • the interlocking elements Il of the tubular member i5 are spaced apart circumferentially of the member I5 by' an angle 35 of ⁇ ill) degrees. as shown, or any other desired angle instead ofbeing diametrically opposite each other.
  • Fig. 6 shows a pile unit which is similar to the unit shown in Fig. 1except that the inter- 40 locking elements .I6 thereof are welded to or formed integrally with the tubular member I1 thereof instead of having a base riveted to the tubular member.
  • Fig. 6 also shows a pile unit for use in forming corners or .angles in a wall 45 builtof the above described units of Fig. 6.
  • the corner-forming unit is constructed in the same manner as the other units with the exception that the interlocking elements I8 .thereof are spaced apart circumferentially of the tubular 5o member i9 thereof by an angle of 90 degrees, asshown,.or any other desired angle instead of being diametrically opposite each other.
  • Fig. 7 shows a form of my piling identical with the' form shown in Fig. 6 except that the tubular 55 PATENT *o1-Elea anlass respective single interlocking elements II and Il of the respective tubular members i1 and i! of Fig. 6.
  • the interiors of the tubular members of any of the above described forms of my piling may be filled with filling material 23 such as concrete, earth, sawdust, cinders or other material as indicated in Pigs. 1, 2, 5. 8, and 7.
  • filling material 23 such as concrete, earth, sawdust, cinders or other material as indicated in Pigs. 1, 2, 5. 8, and 7.
  • the recesses or grooves in which the interlocking elements of the form. of Fig. 5 are disposed may be filled with iilling material Il as indicated in Fig. 5. Filling with material. 28. as of course increases the strength of a wall made of my pile units.
  • a tubular pile unit comprising an elongated tubular member, a portion of one side of Y said tubular member being displaced inwardly to form a groove extending longitudinally of said member, an interlocking element attached to said tubular membery and projecting therefrom and disposedatleastinpartinsaidgrooveaoda ysecond interlocking element attached to said tusubstantially in abutment with each other and said interlocking elements will be concealed 2.
  • a tubular pileunit comprising an elongated tubular member having a pair of continuous circumferentiaily spaced radially disposed longitudinal .grooves therein, interlocking elements attached to said tubular member and projecting therefrom radially into said grooves, the interlocking elements oi the tubular member mecanic so arranged that when two such members are connected, one interlocking element of one member will engage with one interlocking element of the other member to bring the facing sida o! the two tubular members into contact adjacent the grooves wherein the engaging interlocking elements extend thereby concealing the enum interlocking elements and producing a multiple sealed joint between the adjacent members.

Description

Dec- 7, l937 E. F. STEVENS TUBULAR INTERLOCKING' FILING Filed Jan. 3l,`1936 f77/vena? MMI/ww Patented Dec. 7, 1937 UNITI-:o STATES 'rUBULAn mmanoox'me Puma sawm Fenton stevens, sf. raul. man. Application January 31, 19.36,y Serial No. 61,7112
2 Claims.
lo constructing a wall having great strength andv rigidity. This and other objects and advantages of the invention will be more fully set forth in the following description made in connection with the accompanying drawing, in which like reference characters refer to similar parts throughout the several views, and in which Fig. 1 is a top plan view ofone form of my tubular piling;
Fig. 2 is a top plan view of a second form of my tubular piling;
Fig. 3 is a partial vertical view of a wall made of units such as shown-in Figs. 1 and 2;
Fig. 4 is a top plan view of-a third form; Fig. 5 is a top plan of a fourth form;
Fig. 6 is a top plan view of a corner forming unit for use with units such as that shown in Fig. 1, and v Fig. 'l is atop plan view of a fifth form of my pile unit. v
Referring to the drawing, the .form of my tubular piling shown in Figs. 1 and 3 consists of an elongated member 6 of circular tubular cross section having a pair of interlocking elements 1 35 extending longitudinally thereof and secured to diametricaliy opposite sides thereof. Each interlocking element l has a pair of mounting anges 'la formed integrally therewith and secured to the tubular member 6 by suitable means 40 such as welding or the-rivets 6. The two pieces each comprising an interlocking element 'I and a pair ofmounting flanges 1a are similar and are secured to the tubular member 6 with respectively opposite ends up.
The form of my pile shown in Fig. 2 is similar to the form shown in Fig.l 1 with the exceptions that the tubular member 9 is of generally oval cross section and the interlocking elements I0 are situated at positions corresponding to the ends of the longest diameter of the member 9. are
formed integrally with, welded to or otherwise secured to the member Sand are disposed with respectively the same ends up.l In driving this form of pile to form .a wall all of the pile units I6 are driven with the same end up.
(ci. si-ss). f
The form of my pileI shown in Fig. 4 is similar to the formshown in Fig. 3 with the exception that the interlocking elements il are situated in positions corresponding to the ends of the shortest diameter of the tubularmember i2. 5 The form of my piling illustrated in Fig. 5 consists of an elongated tubular member i3 of generally circular cross section but having portions o`f the wall thereof at diametrically opposite points bent inwardly to form a pair of dia- 10 metrically located generallyrectangular grooves or recessesl extending longitudinally of the member I3. An interlocking element i4 extends longitudinally of each recess and is secured to the por'- tion of the tubular element i3 forming the botl5 tom of the recess by suitable means such as weldi'ng or being formed integrally therewith. The two interlocking unitsiLof each pile are at,- tached to the tubular element i 3 with corresponding ends up. The depths of the recesses are so 20 dimensioned that facing portions ofadjoining piles in a wall formed4v thereof will abut each other, as shown, when interlocking elements I4 of these adjoining piles are placed in interlocking f .-relation. Thus a wan formed of such piles wm g5 have corrugated sides and Ithe interlocking elements il will be enclosed except at their ends..
To provide for producing corners or angles in a wall formed of the pile units illustrated in Fig 5,
anv elongated tubular member I5, formed in the 30 same manner as the member i3 and being provided with interlocking elements Il in the sameway, is used. However, the interlocking elements Il of the tubular member i5 are spaced apart circumferentially of the member I5 by' an angle 35 of `ill) degrees. as shown, or any other desired angle instead ofbeing diametrically opposite each other.
Fig. 6 shows a pile unit which is similar to the unit shown in Fig. 1except that the inter- 40 locking elements .I6 thereof are welded to or formed integrally with the tubular member I1 thereof instead of having a base riveted to the tubular member. Fig. 6 also shows a pile unit for use in forming corners or .angles in a wall 45 builtof the above described units of Fig. 6. The corner-forming unit is constructed in the same manner as the other units with the exception that the interlocking elements I8 .thereof are spaced apart circumferentially of the tubular 5o member i9 thereof by an angle of 90 degrees, asshown,.or any other desired angle instead of being diametrically opposite each other.
Fig. 7 shows a form of my piling identical with the' form shown in Fig. 6 except that the tubular 55 PATENT *o1-Elea anlass respective single interlocking elements II and Il of the respective tubular members i1 and i! of Fig. 6.
If desired the interiors of the tubular members of any of the above described forms of my piling may be filled with filling material 23 such as concrete, earth, sawdust, cinders or other material as indicated in Pigs. 1, 2, 5. 8, and 7. The recesses or grooves in which the interlocking elements of the form. of Fig. 5 are disposed may be filled with iilling material Il as indicated in Fig. 5. Filling with material. 28. as of course increases the strength of a wall made of my pile units.
In` all of the above described` forms of my piling, great strength is obtained throughthe use of tubular construetionin the same. Walk made from a plurality of my piling units are driven in the same manner as ordinary steel sheet piling but provide substantially a double wall.
It is apparent that I have invented novel and improved steel piling having a tubular form giving the same great rigidity and strength.
It will, of course, be understood that various changes may be made in the form, detaik, arrangement and proportions oi' the parts, without departing from the scope of my invention. which. generally stated. consists in a device capable of carrying out the objects above set forth and in the novel parts and combinations of parts disclosed and deiined in the appended claims.
What is claimed is:-
1. A tubular pile unit comprising an elongated tubular member, a portion of one side of Y said tubular member being displaced inwardly to form a groove extending longitudinally of said member, an interlocking element attached to said tubular membery and projecting therefrom and disposedatleastinpartinsaidgrooveaoda ysecond interlocking element attached to said tusubstantially in abutment with each other and said interlocking elements will be concealed 2. A tubular pileunit comprising an elongated tubular member having a pair of continuous circumferentiaily spaced radially disposed longitudinal .grooves therein, interlocking elements attached to said tubular member and projecting therefrom radially into said grooves, the interlocking elements oi the tubular member beim so arranged that when two such members are connected, one interlocking element of one member will engage with one interlocking element of the other member to bring the facing sida o! the two tubular members into contact adjacent the grooves wherein the engaging interlocking elements extend thereby concealing the enum interlocking elements and producing a multiple sealed joint between the adjacent members.
EDWIN FEN'DON STEVENS.
US61712A 1936-01-31 1936-01-31 Tubular interlocking piling Expired - Lifetime US2101285A (en)

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Cited By (36)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2577120A (en) * 1946-04-06 1951-12-04 Western Electric Co Honeycomb structure
US3059436A (en) * 1956-03-19 1962-10-23 Jr George F Hermann Piling
DE1175144B (en) * 1957-01-12 1964-07-30 Kurt Lorber Containers or the like made of plastic or a similar material of box shape
JPS4515307Y1 (en) * 1966-04-27 1970-06-26
JPS5127606Y1 (en) * 1967-03-27 1976-07-13
WO1981001722A1 (en) * 1979-12-06 1981-06-25 G Hart Method of and apparatus for building construction
EP0244851A1 (en) * 1986-05-09 1987-11-11 Strabag Bau - Ag Tubular pile for a combined sheet-piling wall
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
WO1995030056A1 (en) * 1994-04-29 1995-11-09 Kuochung Chen Tubular sheet piling and method for constructing a continuous underground wall by the piling
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
US6575663B2 (en) 1999-12-06 2003-06-10 Bechtel Bwxt Idaho, Llc Advanced containment system
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
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
US20050050823A1 (en) * 2003-09-05 2005-03-10 Bend Industries, Inc. Decorative modular masonry block
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
US20050257959A1 (en) * 2004-05-20 2005-11-24 Richardson John G Microtunneling systems and methods of use
US20060283114A1 (en) * 2001-04-06 2006-12-21 Stringer Charles E Decorative borders
US20070193129A1 (en) * 2005-06-28 2007-08-23 Mansfield Peter W Interlocking seawall construction and installation apparatus
US20100266341A1 (en) * 2009-04-16 2010-10-21 Wayne Poerio Process for in-ground water collection
WO2017063021A1 (en) * 2015-10-13 2017-04-20 Comtec Industries Pty Ltd Improvements in sea walls, retaining walls and like structures using pin piles
WO2017168019A1 (en) * 2016-03-30 2017-10-05 Llorente Herrero David Modular construction system for the production of construction elements
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
US11332905B2 (en) * 2018-03-23 2022-05-17 Ssab Technology Ab Pile for a wall
WO2023139425A1 (en) * 2022-01-24 2023-07-27 Vo Thanh Minh Pile-substructure column system and construction method of the pile-substructure column system

Cited By (64)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2577120A (en) * 1946-04-06 1951-12-04 Western Electric Co Honeycomb structure
US3059436A (en) * 1956-03-19 1962-10-23 Jr George F Hermann Piling
DE1175144B (en) * 1957-01-12 1964-07-30 Kurt Lorber Containers or the like made of plastic or a similar material of box shape
JPS4515307Y1 (en) * 1966-04-27 1970-06-26
JPS5127606Y1 (en) * 1967-03-27 1976-07-13
WO1981001722A1 (en) * 1979-12-06 1981-06-25 G Hart Method of and apparatus for building construction
EP0244851A1 (en) * 1986-05-09 1987-11-11 Strabag Bau - Ag Tubular pile for a combined sheet-piling wall
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
WO1995030056A1 (en) * 1994-04-29 1995-11-09 Kuochung Chen Tubular sheet piling and method for constructing a continuous underground wall by the piling
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
US6575663B2 (en) 1999-12-06 2003-06-10 Bechtel Bwxt Idaho, Llc Advanced containment system
US6851890B2 (en) 1999-12-06 2005-02-08 Bechtel Bwxt Idaho, Llc 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
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
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
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
US7172371B2 (en) 2000-12-04 2007-02-06 Battelle Energy Alliance, Llc Method of sealing casings of subsurface materials management system
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
US20060239778A1 (en) * 2000-12-04 2006-10-26 Nickelson Reva A Method of sealing casings of subsurface materials management system
US7160061B2 (en) 2000-12-04 2007-01-09 Battelle Energy Alliance, Llc Subterranean barriers including at least one weld
US20040191002A1 (en) * 2000-12-04 2004-09-30 Nickelson Reva A. Subsurface materials management and containment system, components thereof and methods relating thereto
US7029203B2 (en) 2000-12-04 2006-04-18 Battelle Energy Alliance, Llc Subsurface materials management and containment system, components thereof and methods relating thereto
US20060093437A1 (en) * 2000-12-04 2006-05-04 Nickelson Reva A Subsurface materials management and containment 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
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
US7121765B2 (en) 2000-12-04 2006-10-17 Battelle Energy Alliance, Llc Subsurface materials management and containment system
WO2002062668A3 (en) * 2001-02-06 2002-11-21 Bechtel Bwxt Idaho Llc Subsurface materials management and containment system, components thereof and methods relating thereto
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
US20060283114A1 (en) * 2001-04-06 2006-12-21 Stringer Charles E Decorative borders
US20050050823A1 (en) * 2003-09-05 2005-03-10 Bend Industries, Inc. Decorative modular masonry block
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
US20050257959A1 (en) * 2004-05-20 2005-11-24 Richardson John G Microtunneling systems and methods of use
US7070359B2 (en) 2004-05-20 2006-07-04 Battelle Energy Alliance, Llc Microtunneling systems and methods of use
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
US20100266341A1 (en) * 2009-04-16 2010-10-21 Wayne Poerio Process for in-ground water collection
US8337121B2 (en) 2009-04-16 2012-12-25 Wayne Poerio Process for in-ground water collection
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
AU2016340015B2 (en) * 2015-10-13 2020-05-07 Armour Wall Group Pty Limited Improvements in sea walls, retaining walls and like structures using pin piles
US10731312B2 (en) 2015-10-13 2020-08-04 Armour Wall Group Pty Ltd Sea walls, retaining walls and like structures using pin piles
WO2017063021A1 (en) * 2015-10-13 2017-04-20 Comtec Industries Pty Ltd Improvements in sea walls, retaining walls and like structures using pin piles
AU2016340015C1 (en) * 2015-10-13 2021-03-04 Armour Wall Group Pty Limited Improvements in sea walls, retaining walls and like structures using pin piles
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
WO2017168019A1 (en) * 2016-03-30 2017-10-05 Llorente Herrero David Modular construction system for the production of construction elements
US11332905B2 (en) * 2018-03-23 2022-05-17 Ssab Technology Ab Pile for a wall
USD925776S1 (en) * 2020-02-05 2021-07-20 Sheet Pile LLC Cylindrical pile with connecting elements
WO2023139425A1 (en) * 2022-01-24 2023-07-27 Vo Thanh Minh Pile-substructure column system and construction method of the pile-substructure column system

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