US1806967A - Egbert s - Google Patents

Egbert s Download PDF

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US1806967A
US1806967A US1806967DA US1806967A US 1806967 A US1806967 A US 1806967A US 1806967D A US1806967D A US 1806967DA US 1806967 A US1806967 A US 1806967A
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hook
piling
flanges
sections
section
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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

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  • the principal object of the invention is to obtain greater adaptability to various conditions of use than is secured by the ordinary pile section. This advantage is obtained because of the interchangeability of the hooklike flanges at the edge of the section.
  • Figs. 2 and 3 show special sections for sharp turns
  • Figs. 6 and 7 indicate piling involving the use of channeled sections.
  • a web 1 is provided at one end with two flanges, one of which is hook shaped, 2, and the other arcuate, 3, both of them defining a pocket or groove 4.
  • the opening 5 to the pocket is narrower than the Width of the hook flange and thus when the hook of one section is placed within the pocket of the other, the sections are locked against all but longitudinal separation.
  • the pocket 1 is of an appreciably greater diameter than the width of the hook flange, theclearance thus provided permits of more or less interplay between the sections and also a certain amount of angular displacement of one section relative to another. This is essential in order that the piling may be arranged so as to conform to various conditions, as for example, the assembled piling being curved to pass around an obstruction.
  • Fig. 4- the straight web section of Fig. 1 is shown as modified by the distinguishing feature of our invention. Instead of the hook and arcuate guard of the prior art both flanges 6 and 6 are hooked.
  • Flange 6 has an outer curved portion 7 and an inner angular hook portion 8.
  • Flange 6 similarly has an outer curved portion 7 and an inner, angular hook portion 8.
  • a piling section comprising a web provided at each of its vertical edges with two similar hook-like flanges defining a groove, the outer surfaces of each of the flanges having an arcuate formation and the inner part of each of the flanges having an angular hooklike portion.
  • a piling section comprising a channeled Web provided at each of the vertical edges with tWo similar hook-like flanges defining a groove, the outer surfaces of each of the flanges having an arcuate formation and the inner part of each of the flanges having an angular hook-1ike portion.

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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)
  • Revetment (AREA)

Description

y 1931 R. s. A. DOUGHERTY ETAL 1,806,967
' SHEET FILING Fi'ied Dec. 29, 1926 INVENTOR lizaApa BY I 6k- 4 TTORNEY? patented May 26, 1931 that.
UNITED STATES ROBERT S. DOUGHERTY AND RODERICK J. MOINTOSH, OF BETHLEHEM, PENNSYL- VANIA, ASSIGNORS TO BETHLEHEM STEEL COMPANY SHEET PILING Application filed December 29, 1926. Serial No. 157,655.
This invention relates to metal sheet piling of the'kind that is built up of sections, the edges of which are provided withinterlocking means.
Our invention consists essentially of piling wherein each section comprises a web provided at each vertical edge with two similar hook-like flanges defining a groove or pocket, either of the hook portions of an edge being adapted to be held within the pocket of an adjacent section, the other of said flanges acting as a guard member.
The principal object of the invention is to obtain greater adaptability to various conditions of use than is secured by the ordinary pile section. This advantage is obtained because of the interchangeability of the hooklike flanges at the edge of the section.
The drawings show plan views of different piling as follows:
Fig. 1 shows a type of piling in common use;
Figs. 2 and 3 show special sections for sharp turns;
Fig. 4: indicates a straight web section provided with our reversed interlocking structure;
Fig. 5 shows sections assembled at a right angle; and,
Figs. 6 and 7 indicate piling involving the use of channeled sections.
In the common interlocking section, such as is shown in Fig. 1, a web 1 is provided at one end with two flanges, one of which is hook shaped, 2, and the other arcuate, 3, both of them defining a pocket or groove 4. The opening 5 to the pocket is narrower than the Width of the hook flange and thus when the hook of one section is placed within the pocket of the other, the sections are locked against all but longitudinal separation. As the pocket 1 is of an appreciably greater diameter than the width of the hook flange, theclearance thus provided permits of more or less interplay between the sections and also a certain amount of angular displacement of one section relative to another. This is essential in order that the piling may be arranged so as to conform to various conditions, as for example, the assembled piling being curved to pass around an obstruction.
This angular displacement, however, is in suflicient for all purposes. For example, at very sharp corners it is necessary to use special sections to make a sharp turn, such as are shown, for example, in Figs. 2 and 3. These and other limitations are avoided by the use of our invention.
In Fig. 4-, the straight web section of Fig. 1 is shown as modified by the distinguishing feature of our invention. Instead of the hook and arcuate guard of the prior art both flanges 6 and 6 are hooked. Flange 6 has an outer curved portion 7 and an inner angular hook portion 8. Flange 6 similarly has an outer curved portion 7 and an inner, angular hook portion 8. When the sections are assembled obviously one of a pair of flanges will act as a hook and the other as a guard.
As both flanges are hook shaped, the sections can be reversed in use. In Fig. 5 two straight web sections are shown reversed to permit of the sections being assembled at right angles, thereby avoiding the use of special sections.
In the piling shown in Figs. 6 and 7, chain neled or arched webs 1 are provided with hookflanges 6 and 6. Filing assembled in these two ways have certain marked advantages which are well known. Because of the double hook feature, permitting of reversing, both of these types of piling are possible with the same section. It will be noted that in the wall, of which Fig. 6 shows a portion, the webs of the sections are alternately disposed to opposite sides of the central longitudinal axis of the wall, while in the wall of Fig. 7, the webs are on the same side of this axis. In both of these, the weight of the metal is disposed a substantial distance from the neutral axis of the wall, which feature is obviously advantageous in many structures.
Obviously the reversibility of this type of section permits of many variations of piling.
Having thus described our invention what we claim as new and desire to secureby Letters Patent is:
1. A piling section comprising a web provided at each of its vertical edges with two similar hook-like flanges defining a groove, the outer surfaces of each of the flanges having an arcuate formation and the inner part of each of the flanges having an angular hooklike portion.
2. A piling section comprising a channeled Web provided at each of the vertical edges with tWo similar hook-like flanges defining a groove, the outer surfaces of each of the flanges having an arcuate formation and the inner part of each of the flanges having an angular hook-1ike portion.
In testimony whereof We hereunto afi'ix our signatures.
ROBERT S. A. DOUGHERTY. RODERICK J. MCINTOSH.
US1806967D Egbert s Expired - Lifetime US1806967A (en)

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3047984A (en) * 1959-05-18 1962-08-07 Lauro Joseph N De Structural grille unit
US4003206A (en) * 1975-08-20 1977-01-18 Pacific Pollution Control, Inc. Universal end connector for floating boom
DE19725143A1 (en) * 1997-06-13 1999-01-07 Georg Wall Connecting element for sheet piles
US6428244B1 (en) * 2000-07-21 2002-08-06 Georg Wall Connecting element for sheet piles
US6715964B2 (en) * 2000-07-28 2004-04-06 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
USD837045S1 (en) * 2017-12-12 2019-01-01 Jens Rehhahn Sheet pile
US11242665B1 (en) * 2021-05-28 2022-02-08 Subsurface, Inc. Portable cofferdam assembly system
US11624167B2 (en) 2016-10-13 2023-04-11 Subsurface, Inc. Portable cofferdam system

Cited By (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3047984A (en) * 1959-05-18 1962-08-07 Lauro Joseph N De Structural grille unit
US4003206A (en) * 1975-08-20 1977-01-18 Pacific Pollution Control, Inc. Universal end connector for floating boom
DE19725143A1 (en) * 1997-06-13 1999-01-07 Georg Wall Connecting element for sheet piles
DE19725143C2 (en) * 1997-06-13 2000-09-21 Georg Wall Connecting element for sheet piles
US6282762B1 (en) 1997-06-13 2001-09-04 Georg Wall Connecting element for sheet piles
US6428244B1 (en) * 2000-07-21 2002-08-06 Georg Wall Connecting element for sheet piles
US7488140B2 (en) * 2000-07-28 2009-02-10 Peratrovich, Nottingham & Drage, Inc. Earth retaining system such as a sheet pile wall with integral soil anchors
US8950981B2 (en) 2000-07-28 2015-02-10 Pnd Engineers, Inc. Earth retaining system such as a sheet pile wall with integral soil anchors
US7018141B2 (en) 2000-07-28 2006-03-28 Peratrovich, Nottingham & Drage, Inc. Earth retaining system such as a sheet pile wall with integral soil anchors
US20060193701A1 (en) * 2000-07-28 2006-08-31 Peratrovich, Nottingham & Drage, Inc. Earth retaining system such as a sheet pile wall with integral soil anchors
US6715964B2 (en) * 2000-07-28 2004-04-06 Peratrovich, Nottingham & Drage, 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
US10287741B2 (en) 2000-07-28 2019-05-14 Pnd Engineers, Inc. Earth retaining system such as a sheet pile wall with integral soil anchors
US20040208708A1 (en) * 2000-07-28 2004-10-21 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
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
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
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
US11624167B2 (en) 2016-10-13 2023-04-11 Subsurface, Inc. Portable cofferdam system
USD837045S1 (en) * 2017-12-12 2019-01-01 Jens Rehhahn Sheet pile
US11242665B1 (en) * 2021-05-28 2022-02-08 Subsurface, Inc. Portable cofferdam assembly system

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