US2249818A - Sheet piling - Google Patents

Sheet piling Download PDF

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Publication number
US2249818A
US2249818A US236405A US23640538A US2249818A US 2249818 A US2249818 A US 2249818A US 236405 A US236405 A US 236405A US 23640538 A US23640538 A US 23640538A US 2249818 A US2249818 A US 2249818A
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United States
Prior art keywords
corrugations
corrugation
pile
piles
sheet
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Expired - Lifetime
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US236405A
Inventor
Lester R Gifford
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GEORGE B BELL JR
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GEORGE B BELL JR
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Publication date
Application filed by GEORGE B BELL JR filed Critical GEORGE B BELL JR
Priority to US236405A priority Critical patent/US2249818A/en
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Publication of US2249818A publication Critical patent/US2249818A/en
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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
    • E02D5/08Locking forms; Edge joints; Pile crossings; Branch pieces

Definitions

  • the present invention relates generally to sheet piling, and more particularly to steel sheet piling comprising interlocked piles each having a plurality of corrugations.
  • An object of the present invention is to provide novel sheet piling comprising piles each having a plurality of corrugations of a cross-section which increases the strength of the piling for a given thickness of material.
  • Another object is to provide sheet piling of a cross-section to achieve a tight joint between individual piles.
  • Another object is to provide sheet piling comprising individual piles of multiple corrugations, the end corrugations of wedged into interlocking relation.
  • Another object is to provide sheet piling, each individual pile of which comprises multiple corrugations, one end corrugation being of lesser depth than the remaining corrugations to fit within the standard end corrugation of an adjacent pile to provide a wedged joint.
  • Another object is to provide sheet piles which are of simpliiied construction, and which are adapted to be readily formed into a water-tight wall by being driven into the ground in the usual manner.
  • Fig. 1 is a perspective view of a fragment of a sheet pileconstructed in accordance with the teachings of the present invention
  • Fig. 2 is a perspective View of a clip adapted to be fixed to the pile shown in Fig. 1;
  • Fig, 3 is a sideV View of piling comprising a plurality of individual piles of the configuration of the pile shown in Fig. 1;
  • Fig. 4 is a section on the line 4-4 of Fig, 3.
  • the pile 5 indicates generally a sheet pile constructed in accordance with the teachings of the present invention (Figs. 1 and 4).
  • the pile 5 includes a plurality of intermediate corrugations 6 and end corrugations 'I and 8 of the crosssection shown in Fig. 4.
  • the intermediate corrugations 6 comprise flat central walls or faces 9 and iiat side walls or faces I0.
  • the end corrugation I includes a flat central wall II of the same width as the flat central walls 9 of the corrugations 6 and flat side walls It! and I2, the wall I2 having a free edge.
  • the end corrugation 8 includes a central flat wall I3, which is of a greater width than the flat central wall 9 of the interwhich are adapted to be Cil mediate corrugations 6 due to the lesser depth thereof, and dat side walls Ill and I4, the side wall I4 terminating in a free edge.
  • the angles A between the side walls and the fiat central walls of the corrugations 6, 1, and 8 are of the same degree.
  • Clips I5 (Fig. 2), each comprising obtusely disposed portions I6 and I'I, are fastened by welding, or otherwise, to the iiat wall 9 of the corrugation 5 contiguous to the corrugation 'I in a manner to space the portions I'I from the flat side Wall I0, as is evident from an inspection of Fig. 4.
  • Figs. 3 and 4 three piles 5 are shown in driven relationship.
  • the piles 5 are preferably driven so that the pressure set up by restrained water, earth, or the like, is in the direction of the arrows B. It is, therefore, apparent that the corrugation 'I of the intermediate pile 5 is forced into a wedge-like sealing engagement with the corrugation 8 of the left-hand pile 5, and that the corrugation 'I of the right-hand pile 5 is forced into wedge-like sealing engagement with the corrugation 8 of the intermediate pile 5.
  • the central flat walls I3 of the corrugations 8 are of predeterminately greater width than the fiat central walls II of the corrugations 1, the depth of the corrugation 8 being less than the depth of corrugation 1, so that the flat side walls II] and I2 of the corrugations 'I are forced into sealing relation with the flat walls I4 and Il), respectively, of the corrugations 8.
  • the clips I5 are eiective in guiding a pile 5 being driven relative to a driven pile 5, and assist in maintaining contiguous piles 5 in associated relation after they are driven.
  • the strength of the piles 5 is considerably greater for a given thickness of material than the strength of the conventional piles having a cross-section approximating a sine curve.
  • the use of the described cross-section increases the section modulus of any given width of piling of the same depth parallel to the neutral axis having the same number of corrugations per unit of length of wall.
  • the particular angle between the side Walls* and the central Walls of the corrugations may be Varied, as may the Widths of the side walls and central walls.
  • Sheet piling comprising a plurality of interlocking sheet piles, each pile including a plurality of corrugations, said corrugations comprising in# termediate corrugations and end corrugations of truncated V-conguration, one end corrugation of each pile being of greater face width than the other end corrugation and being adapted to engage in the narrower faced corrugaton of the adjacent pile, the contacting ends of 'contiguous piles being in wedge locked engagement.
  • Sheet piling comprising a plurality of sheet piles, each pile including a plurality of corrugations, each contacting end corrugation including a flat central face and flat side faces, the at central face of .the interiorly disposed contacting corrugation being of greater Width than the fiat central face rof the exteriorly disposed contacting corrugation.

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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

July 22, 1941. R G|FFORD 2,249,818
SHEET PILING Filed OOC. 22. 1938 Patented July 22, 1941 SHEET FILING il Lester R. GiffordfS't. Lo'lis, Mo., assignor of onehalf to' George. Bell, Jr., ClaytomMo.
` `Appia-atan-oemlmr'22, 193s, seriarNonzsaios (orti-+60) 2 claims.
The present invention relates generally to sheet piling, and more particularly to steel sheet piling comprising interlocked piles each having a plurality of corrugations.
An object of the present invention is to provide novel sheet piling comprising piles each having a plurality of corrugations of a cross-section which increases the strength of the piling for a given thickness of material.
Another object is to provide sheet piling of a cross-section to achieve a tight joint between individual piles.
Another object is to provide sheet piling comprising individual piles of multiple corrugations, the end corrugations of wedged into interlocking relation.
Another object is to provide sheet piling, each individual pile of which comprises multiple corrugations, one end corrugation being of lesser depth than the remaining corrugations to fit within the standard end corrugation of an adjacent pile to provide a wedged joint.
Another object is to provide sheet piles which are of simpliiied construction, and which are adapted to be readily formed into a water-tight wall by being driven into the ground in the usual manner.
Other objects and advantages Will be apparent from the following description, taken in conjunction with the accompanying drawing, in which:
Fig. 1 is a perspective view of a fragment of a sheet pileconstructed in accordance with the teachings of the present invention;
Fig. 2 is a perspective View of a clip adapted to be fixed to the pile shown in Fig. 1;
Fig, 3 is a sideV View of piling comprising a plurality of individual piles of the configuration of the pile shown in Fig. 1; and,
Fig. 4 is a section on the line 4-4 of Fig, 3.
Referring to the drawing more particularly by reference numerals, 5 indicates generally a sheet pile constructed in accordance with the teachings of the present invention (Figs. 1 and 4). The pile 5 includes a plurality of intermediate corrugations 6 and end corrugations 'I and 8 of the crosssection shown in Fig. 4. The intermediate corrugations 6 comprise flat central walls or faces 9 and iiat side walls or faces I0. The end corrugation I includes a flat central wall II of the same width as the flat central walls 9 of the corrugations 6 and flat side walls It! and I2, the wall I2 having a free edge. The end corrugation 8 includes a central flat wall I3, which is of a greater width than the flat central wall 9 of the interwhich are adapted to be Cil mediate corrugations 6 due to the lesser depth thereof, and dat side walls Ill and I4, the side wall I4 terminating in a free edge. The angles A between the side walls and the fiat central walls of the corrugations 6, 1, and 8 are of the same degree.
Clips I5 (Fig. 2), each comprising obtusely disposed portions I6 and I'I, are fastened by welding, or otherwise, to the iiat wall 9 of the corrugation 5 contiguous to the corrugation 'I in a manner to space the portions I'I from the flat side Wall I0, as is evident from an inspection of Fig. 4.
In Figs. 3 and 4, three piles 5 are shown in driven relationship. The piles 5 are preferably driven so that the pressure set up by restrained water, earth, or the like, is in the direction of the arrows B. It is, therefore, apparent that the corrugation 'I of the intermediate pile 5 is forced into a wedge-like sealing engagement with the corrugation 8 of the left-hand pile 5, and that the corrugation 'I of the right-hand pile 5 is forced into wedge-like sealing engagement with the corrugation 8 of the intermediate pile 5. The central flat walls I3 of the corrugations 8 are of predeterminately greater width than the fiat central walls II of the corrugations 1, the depth of the corrugation 8 being less than the depth of corrugation 1, so that the flat side walls II] and I2 of the corrugations 'I are forced into sealing relation with the flat walls I4 and Il), respectively, of the corrugations 8. There is an initial space 20 between the flat central walls II and I3 of suiicient depth to insure clearance so that the pressure of the restrained earth, water, or the like, will produce a wedging action and maintain the seal between adjacent piles 5. The clips I5, of course, are eiective in guiding a pile 5 being driven relative to a driven pile 5, and assist in maintaining contiguous piles 5 in associated relation after they are driven.
The strength of the piles 5 is considerably greater for a given thickness of material than the strength of the conventional piles having a cross-section approximating a sine curve. The use of the described cross-section increases the section modulus of any given width of piling of the same depth parallel to the neutral axis having the same number of corrugations per unit of length of wall.
It is apparent that there has been described a connection between contiguous sheet piles which comprises what may be termed a continuously effective wedge action, The truncated V crosssections of the contacting end corrugations provide this continuously effective wedging action,
ther, the particular angle between the side Walls* and the central Walls of the corrugations may be Varied, as may the Widths of the side walls and central walls. v
It is to be understood that the foregoing description and accompanying drawing have been given by way of illustration and example, and not for purposes of limitation, the invention Vbeing limited only by the claims which follow.
What is claimed is:
1. Sheet piling comprising a plurality of interlocking sheet piles, each pile including a plurality of corrugations, said corrugations comprising in# termediate corrugations and end corrugations of truncated V-conguration, one end corrugation of each pile being of greater face width than the other end corrugation and being adapted to engage in the narrower faced corrugaton of the adjacent pile, the contacting ends of 'contiguous piles being in wedge locked engagement.
2. Sheet piling comprising a plurality of sheet piles, each pile including a plurality of corrugations, each contacting end corrugation including a flat central face and flat side faces, the at central face of .the interiorly disposed contacting corrugation being of greater Width than the fiat central face rof the exteriorly disposed contacting corrugation.
LESTER R. GIFFORD.
US236405A 1938-10-22 1938-10-22 Sheet piling Expired - Lifetime US2249818A (en)

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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3029607A (en) * 1959-05-01 1962-04-17 Paul A Millerbernd Device for preventing cave-ins
US3959938A (en) * 1973-07-02 1976-06-01 John Zachariassen Wall system of corrugated sections
EP0164296A2 (en) * 1984-05-30 1985-12-11 Profiles Et Tubes De L'est Sheet pile wall made of cold-bent units
FR2566812A2 (en) * 1984-07-02 1986-01-03 Lattre Jean De Sheet pile wall with cold-bent elements
FR2578874A2 (en) * 1985-03-15 1986-09-19 Lattre Jean De COLD FOLDED ELEMENT PILE WALL
US5253959A (en) * 1988-05-25 1993-10-19 Cenefill Pty Ltd Methods of construction and implements therefor
WO1995030056A1 (en) * 1994-04-29 1995-11-09 Kuochung Chen Tubular sheet piling and method for constructing a continuous underground wall by the piling
US20050103718A1 (en) * 2003-11-05 2005-05-19 Sameng Inc. Storm water separator system
JPWO2017038629A1 (en) * 2015-08-28 2018-05-10 新日鐵住金株式会社 Cascade structure of hat-type steel sheet pile, cascade hat-type steel sheet pile unit, and steel wall
US20180354715A1 (en) * 2012-10-11 2018-12-13 Allied Steel Secondary containment

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3029607A (en) * 1959-05-01 1962-04-17 Paul A Millerbernd Device for preventing cave-ins
US3959938A (en) * 1973-07-02 1976-06-01 John Zachariassen Wall system of corrugated sections
EP0164296A3 (en) * 1984-05-30 1987-06-24 Profiles Et Tubes De L'est Sheet pile wall made of cold-bent units
EP0164296A2 (en) * 1984-05-30 1985-12-11 Profiles Et Tubes De L'est Sheet pile wall made of cold-bent units
FR2566812A2 (en) * 1984-07-02 1986-01-03 Lattre Jean De Sheet pile wall with cold-bent elements
WO1986005532A1 (en) * 1985-03-15 1986-09-25 Profiles Et Tubes De L'est Metal pile planks cold formed by metal sheet shaping or bending, and walls built from said pile planks
FR2578874A2 (en) * 1985-03-15 1986-09-19 Lattre Jean De COLD FOLDED ELEMENT PILE WALL
US5253959A (en) * 1988-05-25 1993-10-19 Cenefill Pty Ltd Methods of construction and implements therefor
WO1995030056A1 (en) * 1994-04-29 1995-11-09 Kuochung Chen Tubular sheet piling and method for constructing a continuous underground wall by the piling
US20050103718A1 (en) * 2003-11-05 2005-05-19 Sameng Inc. Storm water separator system
US7160440B2 (en) * 2003-11-05 2007-01-09 Sameng Inc. Storm water separator system
US20070158248A1 (en) * 2003-11-05 2007-07-12 Sameng, Inc. Storm water separator system
US20180354715A1 (en) * 2012-10-11 2018-12-13 Allied Steel Secondary containment
US11136185B2 (en) * 2012-10-11 2021-10-05 Allied Steel Secondary containment
JPWO2017038629A1 (en) * 2015-08-28 2018-05-10 新日鐵住金株式会社 Cascade structure of hat-type steel sheet pile, cascade hat-type steel sheet pile unit, and steel wall

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