US3059436A - Piling - Google Patents

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Publication number
US3059436A
US3059436A US572567A US57256756A US3059436A US 3059436 A US3059436 A US 3059436A US 572567 A US572567 A US 572567A US 57256756 A US57256756 A US 57256756A US 3059436 A US3059436 A US 3059436A
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piling
pipes
sheets
holes
rock
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US572567A
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Jr George F Hermann
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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

Definitions

  • Filings for reinforcing shore lines ordinarily are made of sheets of metal having interlocking joints.
  • the sheets of metal are ordinarily driven down into the earth or sand and they penetrate progressively until they strike solid rock. Then if the driving force is continued, the bottom of the piling will ordinarily buckle, bend over, and follow along the surface of the rock and, in other manners, be distorted.
  • the overburden of soil or sand is thin and the solid rock is fairly near the top of the earth or sand, the piling only penetrates the earth or sand a short distance before it engages the rock and, therefore, does not have sufficient lateral support to prevent the piling from upsetting.
  • Another object of the invention is to provide an integral reinforcing device for supporting sheet piling.
  • Another object of the invention is to provide a novel type of sheet piling.
  • a further object of the invention is to provide a novel method of driving piling.
  • a still further object of the invention is to provide a 7
  • the present 7 invention consists of the combination and arrangement of parts hereinafter more fully described, illustrated in the accompanying drawing and more particularly pointed out in the appended claim, it being understood that changes may be made in the form, size, proportions, and minor details of construction without departing from the spirit or sacrificing any of the advantages of the invention.
  • FIG. 1 is a top view of piling according to the inven- 'tiOn;
  • FIG. 2 is a side view of the piling
  • FIG. 3 is a partial view of another embodiment of the invention.
  • FIG. 4 is a cross sectional view of the bottom of the piling flared in a reamed hole in rock.
  • a sheet piling 1 having interlocking joints 2.
  • One end of each joint 2 is bent over to form a hook 3 in engagement with a similar hook of an adjacent section.
  • the other end of each joint 2 is rounded over to form a guard 4, each side engaging around the hook on the adjacent section.
  • the hooks 3 serve to prevent longitudinal displacement of the built up wall while the guards 4 prevent uncoupling of the section and buckling or lateral displacement of the built up wall.
  • Each sheet of piling 1 is divided into two parts 5 and '6 and the two parts 5 and 6 are welded on the end remote from the joints 2 to a pipe 7 at 8 and 9, respectively.
  • the pipes or cutting members 7 are longer than the sheet piling 11 and extend below a lower edge 10 thereof at .11 so that the lower spaced ends 11 of the pipes 7 extend a substantial distance below the lower edge 10 of the sheet piling 1 and, therefore, may be driven into predrilled holes in rock, thereby preventing lateral sliding of the wall and also, due to the resistance of the pipes 7 to bending, forming a support against lateral deflection of the wall.
  • a piling has sheets 51 and 61 having joints 21 at the outside ends thereof and pipes 71 welded between the sheets 51 and 61 at 81 and 91, respectively. Gussets 82 are welded to the sheets 51 and 61 at 83 and to the pipes 71 at 84. The sheets 51 and '61 are locked together at the joints 2.1 by connections 31 and 41.
  • FIG 3 shows another embodiment of the invention wherein sheets and 106 are welded to a pipe 107 at 108 and with an upper end 113 of the pipe 107 extending above top surfaces 114 of the two ends of the sheets 105 and 106.
  • the upwardly extending end of the pipe 107 provides a surface for the pile driver to engage, thereby protecting the upper edge of the sheet piling and concentrating the force of the pile driver more directly above the pipe 107 itself.
  • the operator will first drill spaced holes slightly smaller than the size of the ends 11 of the pipes in order for the pipes to form a snug fit.
  • the holes can be reamed at the bottoms and filled with concrete in order to anchor the piling against being lifted by frost or mechanical forces.
  • the pipe can be flared or belled at the bottom in order to expand the bottom for a secure anchor.
  • the bottom end 11 of the piling may be inserted in a hole 24 reamed at 25 to an enlarged shape and having a bottom 26.
  • the lower end 11 of the piling is flared out as shown at 27 and this can be done by inserting a tool such as shown in Patent No. 1,413,503 or by any other suitable flaring means.
  • the holes can be spaced equal to the center distance spacing thereof.
  • the operator will then set the piling in place with the pipes over the spaced holes, the holes being spaced equal to the spacing of the center distance of the pipes, and will connect the joints as shown and drive the piling down through the overburden of sand or dirt and the lower ends down into the predrilled holes in the rock, thereby providing a solid, firm, rigid wall.
  • a method of setting piling comprising providing piling sheets and pipes, welding said pipes to the edges of said piling sheets with the ends of said pipes extending below the bottoms of said sheets, drilling holes in rock having an overburden, said holes being slightly smaller in diameter than the size of said pipes to form a snug fit, reaming the bottom parts of said holes to oversize, connecting said sheets together, driving said sheets through the overburden into engagement with said rock and said pipes into said holes, and enlarging the bottom ends of said pipes by inserting a spreading tool through said pipes to spread the bottoms thereof into engagement with the enlarged walls of said holes.

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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)
  • Bulkheads Adapted To Foundation Construction (AREA)

Description

Oct. 23, 1962 F. HERMANN, JR
PILING Filed March 19. 1956 a4 7 FIG I FIG 2 United States Patent PILING George F. Hermann, .113, R1). 4, Waterford Road, Waterford, Pa. Filed Mar. 19, 1956, Ser. No. 572,567 1 Claim. (CI. 6160) This invention relates to piling and more particularly to the type of piling ordinarily known as sheet piling.
Filings for reinforcing shore lines ordinarily are made of sheets of metal having interlocking joints. The sheets of metal are ordinarily driven down into the earth or sand and they penetrate progressively until they strike solid rock. Then if the driving force is continued, the bottom of the piling will ordinarily buckle, bend over, and follow along the surface of the rock and, in other manners, be distorted. Sometimes Where the overburden of soil or sand is thin and the solid rock is fairly near the top of the earth or sand, the piling only penetrates the earth or sand a short distance before it engages the rock and, therefore, does not have sufficient lateral support to prevent the piling from upsetting.
It is, accordingly, an object of this invention to overcome the above and other defects in prior pilings and, more particularly, it is an object of this invention to provide a piling which is simple in construction, economical to manufacture, and simple and eflicient in use.
Another object of the invention is to provide an integral reinforcing device for supporting sheet piling.
Another object of the invention is to provide a novel type of sheet piling.
A further object of the invention is to provide a novel method of driving piling.
A still further object of the invention is to provide a 7 With the above and other objects in view, the present 7 invention consists of the combination and arrangement of parts hereinafter more fully described, illustrated in the accompanying drawing and more particularly pointed out in the appended claim, it being understood that changes may be made in the form, size, proportions, and minor details of construction without departing from the spirit or sacrificing any of the advantages of the invention.
In the drawing:
FIG. 1 is a top view of piling according to the inven- 'tiOn;
FIG. 2 is a side view of the piling;
FIG. 3 is a partial view of another embodiment of the invention; and
FIG. 4 is a cross sectional view of the bottom of the piling flared in a reamed hole in rock.
Now with more specific reference to the drawing, a sheet piling 1 is shown having interlocking joints 2.. One end of each joint 2 is bent over to form a hook 3 in engagement with a similar hook of an adjacent section. The other end of each joint 2 is rounded over to form a guard 4, each side engaging around the hook on the adjacent section. The hooks 3 serve to prevent longitudinal displacement of the built up wall while the guards 4 prevent uncoupling of the section and buckling or lateral displacement of the built up wall.
"ice
The specific joints shown in this disclosure can be varied within practical limits and are not part of the invention.
Each sheet of piling 1 is divided into two parts 5 and '6 and the two parts 5 and 6 are welded on the end remote from the joints 2 to a pipe 7 at 8 and 9, respectively. The pipes or cutting members 7 are longer than the sheet piling 11 and extend below a lower edge 10 thereof at .11 so that the lower spaced ends 11 of the pipes 7 extend a substantial distance below the lower edge 10 of the sheet piling 1 and, therefore, may be driven into predrilled holes in rock, thereby preventing lateral sliding of the wall and also, due to the resistance of the pipes 7 to bending, forming a support against lateral deflection of the wall.
A piling has sheets 51 and 61 having joints 21 at the outside ends thereof and pipes 71 welded between the sheets 51 and 61 at 81 and 91, respectively. Gussets 82 are welded to the sheets 51 and 61 at 83 and to the pipes 71 at 84. The sheets 51 and '61 are locked together at the joints 2.1 by connections 31 and 41.
FIG 3 shows another embodiment of the invention wherein sheets and 106 are welded to a pipe 107 at 108 and with an upper end 113 of the pipe 107 extending above top surfaces 114 of the two ends of the sheets 105 and 106. The upwardly extending end of the pipe 107 provides a surface for the pile driver to engage, thereby protecting the upper edge of the sheet piling and concentrating the force of the pile driver more directly above the pipe 107 itself.
In placing the piling in use, the operator will first drill spaced holes slightly smaller than the size of the ends 11 of the pipes in order for the pipes to form a snug fit. The holes can be reamed at the bottoms and filled with concrete in order to anchor the piling against being lifted by frost or mechanical forces. The pipe can be flared or belled at the bottom in order to expand the bottom for a secure anchor. The bottom end 11 of the piling may be inserted in a hole 24 reamed at 25 to an enlarged shape and having a bottom 26. The lower end 11 of the piling is flared out as shown at 27 and this can be done by inserting a tool such as shown in Patent No. 1,413,503 or by any other suitable flaring means. The holes can be spaced equal to the center distance spacing thereof. The operator will then set the piling in place with the pipes over the spaced holes, the holes being spaced equal to the spacing of the center distance of the pipes, and will connect the joints as shown and drive the piling down through the overburden of sand or dirt and the lower ends down into the predrilled holes in the rock, thereby providing a solid, firm, rigid wall.
The foregoing specification sets forth the invention in its preferred practical forms but the structure shown is capable of modification within a range of equivalents without departing from the invention which is to be understood is broadly novel as is commensurate with the appended claim.
The embodiments of the invention in which an exclusive property or privilege is claimed are defined as follows:
A method of setting piling comprising providing piling sheets and pipes, welding said pipes to the edges of said piling sheets with the ends of said pipes extending below the bottoms of said sheets, drilling holes in rock having an overburden, said holes being slightly smaller in diameter than the size of said pipes to form a snug fit, reaming the bottom parts of said holes to oversize, connecting said sheets together, driving said sheets through the overburden into engagement with said rock and said pipes into said holes, and enlarging the bottom ends of said pipes by inserting a spreading tool through said pipes to spread the bottoms thereof into engagement with the enlarged walls of said holes.
References Cited in the file of this patent UNITED STATES PATENTS 4 Stevens Apr. 18, Weber Feb. 11, Collier June 3, Miller Nov. 22, Cahill Mar. 13, Stevens Dec. 7, Murray Aug. 30, Blumenthal June 23, Upson June 3, Ecuer Nov. 18, Crockett Sept. 1, Thomas Jan. 26,
FOREIGN PATENTS Great Britain Germany Aug. 19, Germany Aug. 2,
US572567A 1956-03-19 1956-03-19 Piling Expired - Lifetime US3059436A (en)

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Cited By (16)

* 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
EP0244851A1 (en) * 1986-05-09 1987-11-11 Strabag Bau - Ag Tubular pile for a combined sheet-piling wall
EP0333639A2 (en) * 1988-03-17 1989-09-20 Philipp Holzmann AG Method of constructing a sheet pile wall
US6427402B1 (en) 2000-10-25 2002-08-06 American Piledriving Equipment, Inc. Pile systems and methods
US20050254905A1 (en) * 2004-05-12 2005-11-17 Data-Too Co., Ltd. Steel-pipe sheet pile and coupling structure of steel-pipe sheet piles
US20060283114A1 (en) * 2001-04-06 2006-12-21 Stringer Charles E Decorative borders
US20090232607A1 (en) * 2000-07-28 2009-09-17 Peratrovich, Nottingham & Drage, Inc. Earth retaining system such as a sheet pile wall with integral soil anchors
US20110064527A1 (en) * 2009-09-11 2011-03-17 Pnd Engineers, Inc. Cellular sheet pile retaining systems with unconnected tail walls, and associated methods of use
US9957684B2 (en) 2015-12-11 2018-05-01 American Piledriving Equipment, Inc. Systems and methods for installing pile structures in permafrost
JP2018084060A (en) * 2016-11-22 2018-05-31 新日鐵住金株式会社 Wall body constituting member, wall body, and construction method for wall body
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
US10829902B2 (en) * 2008-09-02 2020-11-10 David Baker Retaining wall
US11053655B2 (en) * 2013-09-03 2021-07-06 Lawrence S. Maxwell Modular grid foundation
USD925776S1 (en) * 2020-02-05 2021-07-20 Sheet Pile LLC Cylindrical pile with connecting elements

Citations (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE63841C (en) * C. ElCH-LER in Berlin, Wilhelmstr. 46/47 An embodiment of the devices for the sinking of shafts in floating rock protected by the patents No. 29230 and the addition No. 52348
US732401A (en) * 1902-08-18 1903-06-30 Thomas A Dungan Coffer-dam.
US905672A (en) * 1908-08-28 1908-12-01 Levi E Edmunds Piling.
US1106606A (en) * 1912-12-30 1914-08-11 Int Siegwartbalkengesellschaft Process of making firm foundations in the ground for piles, tubed shafts, and the like.
US1296995A (en) * 1916-05-10 1919-03-11 Max Miller Means for forming concrete piles.
US1413503A (en) * 1920-12-16 1922-04-18 Carlton A Stevens Pile-base expander
US1747038A (en) * 1926-06-04 1930-02-11 Shore Line Builders Inc Retaining wall
US1761614A (en) * 1926-11-17 1930-06-03 Cement Gun Contracting Company Pile and wall construction
US1888282A (en) * 1929-11-19 1932-11-22 Miller Anthony Paul Method of installing piling
US1951292A (en) * 1929-04-18 1934-03-13 James E Cahill Assembled pile
US2101285A (en) * 1936-01-31 1937-12-07 Stevens Edwin Fenton Tubular interlocking piling
US2128428A (en) * 1936-08-18 1938-08-30 Jr Thomas E Murray Sheet piling
US2287018A (en) * 1938-04-25 1942-06-23 Blumenthal Miriam Metal sheet piling
US2421666A (en) * 1944-10-18 1947-06-03 Raymond Concrete Pile Co Method of and apparatus for making concrete piles
US2589484A (en) * 1951-01-29 1952-03-18 Ecuer Raymond Multiple stage anchoring device
US2650476A (en) * 1952-07-11 1953-09-01 Samuel J Crockett Dowel rod anchor
US2667037A (en) * 1949-08-24 1954-01-26 Edward M Thomas Suspension roof support
DE915929C (en) * 1951-01-29 1954-08-02 Raymond Ecuer Anchoring device

Patent Citations (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE63841C (en) * C. ElCH-LER in Berlin, Wilhelmstr. 46/47 An embodiment of the devices for the sinking of shafts in floating rock protected by the patents No. 29230 and the addition No. 52348
US732401A (en) * 1902-08-18 1903-06-30 Thomas A Dungan Coffer-dam.
US905672A (en) * 1908-08-28 1908-12-01 Levi E Edmunds Piling.
US1106606A (en) * 1912-12-30 1914-08-11 Int Siegwartbalkengesellschaft Process of making firm foundations in the ground for piles, tubed shafts, and the like.
US1296995A (en) * 1916-05-10 1919-03-11 Max Miller Means for forming concrete piles.
US1413503A (en) * 1920-12-16 1922-04-18 Carlton A Stevens Pile-base expander
US1747038A (en) * 1926-06-04 1930-02-11 Shore Line Builders Inc Retaining wall
US1761614A (en) * 1926-11-17 1930-06-03 Cement Gun Contracting Company Pile and wall construction
US1951292A (en) * 1929-04-18 1934-03-13 James E Cahill Assembled pile
US1888282A (en) * 1929-11-19 1932-11-22 Miller Anthony Paul Method of installing piling
US2101285A (en) * 1936-01-31 1937-12-07 Stevens Edwin Fenton Tubular interlocking piling
US2128428A (en) * 1936-08-18 1938-08-30 Jr Thomas E Murray Sheet piling
US2287018A (en) * 1938-04-25 1942-06-23 Blumenthal Miriam Metal sheet piling
US2421666A (en) * 1944-10-18 1947-06-03 Raymond Concrete Pile Co Method of and apparatus for making concrete piles
US2667037A (en) * 1949-08-24 1954-01-26 Edward M Thomas Suspension roof support
US2589484A (en) * 1951-01-29 1952-03-18 Ecuer Raymond Multiple stage anchoring device
DE915929C (en) * 1951-01-29 1954-08-02 Raymond Ecuer Anchoring device
US2650476A (en) * 1952-07-11 1953-09-01 Samuel J Crockett Dowel rod anchor

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
EP0244851A1 (en) * 1986-05-09 1987-11-11 Strabag Bau - Ag Tubular pile for a combined sheet-piling wall
EP0333639A2 (en) * 1988-03-17 1989-09-20 Philipp Holzmann AG Method of constructing a sheet pile wall
EP0333639A3 (en) * 1988-03-17 1990-01-31 Philipp Holzmann Ag Method of constructing a sheet pile wall
US8950981B2 (en) * 2000-07-28 2015-02-10 Pnd Engineers, Inc. Earth retaining system such as a sheet pile wall with integral soil anchors
US10287741B2 (en) 2000-07-28 2019-05-14 Pnd Engineers, Inc. Earth retaining system such as a sheet pile wall with integral soil anchors
US20090232607A1 (en) * 2000-07-28 2009-09-17 Peratrovich, Nottingham & Drage, Inc. Earth retaining system such as a sheet pile wall with integral soil anchors
US9657454B2 (en) 2000-07-28 2017-05-23 Pnd Engineers, Inc. Earth retaining system such as a sheet pile wall with integral soil anchors
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
US20060283114A1 (en) * 2001-04-06 2006-12-21 Stringer Charles E Decorative borders
US20050254905A1 (en) * 2004-05-12 2005-11-17 Data-Too Co., Ltd. Steel-pipe sheet pile and coupling structure of steel-pipe sheet piles
US7150584B2 (en) * 2004-05-12 2006-12-19 Data-Too Co., Ltd. Steel-pipe sheet pile and coupling structure of steel-pipe sheet piles
US10829902B2 (en) * 2008-09-02 2020-11-10 David Baker Retaining wall
US20110064527A1 (en) * 2009-09-11 2011-03-17 Pnd Engineers, Inc. Cellular sheet pile retaining systems with unconnected tail walls, and associated methods of use
US10024017B2 (en) 2009-09-11 2018-07-17 Pnd Engineers, Inc. Cellular sheet pile retaining systems with unconnected tail walls, and associated methods of use
US11149395B2 (en) 2009-09-11 2021-10-19 Pnd Engineers, Inc. Cellular sheet pile retaining systems with unconnected tail walls, and associated methods of use
US11053655B2 (en) * 2013-09-03 2021-07-06 Lawrence S. Maxwell Modular grid foundation
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
JP2018084060A (en) * 2016-11-22 2018-05-31 新日鐵住金株式会社 Wall body constituting member, wall body, and construction method for wall body
USD925776S1 (en) * 2020-02-05 2021-07-20 Sheet Pile LLC Cylindrical pile with connecting elements

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