US2151847A - Metallic piling - Google Patents

Metallic piling Download PDF

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Publication number
US2151847A
US2151847A US182354A US18235437A US2151847A US 2151847 A US2151847 A US 2151847A US 182354 A US182354 A US 182354A US 18235437 A US18235437 A US 18235437A US 2151847 A US2151847 A US 2151847A
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Prior art keywords
piling
shell
metallic
sections
pile
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US182354A
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Gerald G Greulich
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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
    • E02D5/22Piles
    • E02D5/24Prefabricated piles
    • E02D5/28Prefabricated piles made of steel or other metals

Definitions

  • the present invention relates to metallic piling.
  • An object or this invention is to provide a metallic pile made from preformed relatively light gage sections.
  • Another'object is to provide a piling shell possessingsumcient strength to withstand the driva ing iorce necessary to position the pile in place.
  • Figure 1 is a sectional elevationoi the' present invention showing the piercing point and driving ring inzposition
  • Figure 4 is a section on the line IV-IV of H8- llle
  • Figure 5 is an elevational view similar to Figure 20 .1 but showing the piling shell tapered
  • Figure 6 is a'top plan view of Figure 5.
  • Figure '7 is a section on the line VII-VII oi Figure 6.
  • the metallic piling includes pre- 25 formed complementary sections 2 01 any desired crow-sectional shape, suitably welded, in any conventional manner, along their edges.”
  • light gage materials are preformed, as'desired, by an ordinary cold rolling- 30 process.
  • preformed complementary sec 'tions 2 are provided with reenforcing ribs 3 ex-j tending longitudinally from one end of said piling shell to the other while, if desired, transverse reenforcing ribs 4 may be provided intermediate 35 oi the longitudinal ribs, as shown in Fig-' ure tions 2 may be provided with laterally'extendedflanges I, as shown in Figures 3 and 4, in which case the welding of said sections along the contact surface of said flanges may be accomplished by 5 the conventional spot-welding method; In either I 7 case, the preformed complementary sections 2 are assembled into a unitary shell to whichls secured, upon one end, a piercing point 6.
  • Figure 2 is a section on the line 11-11 of Figure Figure 3 is an elevational view showing another having a tapered conical point in order to provide a self-centering actionv during driving of said piling shell into proper position.
  • An annular flange I is provided upon the inner wall of said piercing point to support and retain said comple- 5 mentary sections forming the piling shell upon said point 8.
  • the ends of said complementary sections are welded, in any conventional manner. to the piercing point 6.
  • a metallic ring I is in- 15 serted within the inner wall of said piling shell and provided with a flange 9 extending laterally to a point slightly beyond the ribs 3. This ring: maybe welded, in any conventional manner, to the end 0! said piling shell.
  • the piling shell may be tapered toward the piercing point 6, as shown in Figure 5.
  • v 1 a v A tubular metallic pile comprising a'plurality oi! complementary arcuate sections welded together to provide a hollow chamber.
  • said arcuate sections providedwith spaced longitudinally ar 35 ranged reinforcing corrugations and transverse corrugations between certain of said longitudinal corrugations, a piercing point welded to the bot-- tom, portion'o;
  • said hollow chamber and an annular protective driving ring welded to the upper portion of said hollow chamber and positioned within the bore thereof and including a laterally extending flange extending over the top edge-oi said pile and terminatingin substantial align ment with said corrugations whereby said pile '45 withstands the impact oi the blows during driving or said pile in position.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (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

G. G. GREULICH 2,151,847
March 28, 1939.
METALLIC FILING Filed Dec. 29, 1937 Patented Mar. 28, 1939 PATE-NT" OFFICE j nm'rsrnc mime set-e111 G.'Greulich, Mount Lebanon, Pa.
Application December 29, 1937, Serial No. 182,351
1 Claim.
The present invention relates to metallic piling.
An object or this invention is to provide a metallic pile made from preformed relatively light gage sections.
Another'object is to provide a piling shell possessingsumcient strength to withstand the driva ing iorce necessary to position the pile in place.
Other objects and advantages will become apparent as the description proceeds, in which: Figure 1 is a sectional elevationoi the' present invention showing the piercing point and driving ring inzposition;
manner of forming the piling shell;
Figure 4 is a section on the line IV-IV of H8- llle Figure 5 is an elevational view similar to Figure 20 .1 but showing the piling shell tapered;
Figure 6 is a'top plan view of Figure 5; and
Figure '7 is a section on the line VII-VII oi Figure 6. I
In the drawing, the metallic piling includes pre- 25 formed complementary sections 2 01 any desired crow-sectional shape, suitably welded, in any conventional manner, along their edges." Under the present invention, light gage materials are preformed, as'desired, by an ordinary cold rolling- 30 process. These preformed complementary sec 'tions 2 are provided with reenforcing ribs 3 ex-j tending longitudinally from one end of said piling shell to the other while, if desired, transverse reenforcing ribs 4 may be provided intermediate 35 oi the longitudinal ribs, as shown in Fig-' ure tions 2 may be provided with laterally'extendedflanges I, as shown in Figures 3 and 4, in which case the welding of said sections along the contact surface of said flanges may be accomplished by 5 the conventional spot-welding method; In either I 7 case, the preformed complementary sections 2 are assembled into a unitary shell to whichls secured, upon one end, a piercing point 6.
The piercing point is p reierably a cast member.
Figure 2 is a section on the line 11-11 of Figure Figure 3 is an elevational view showing another having a tapered conical point in order to provide a self-centering actionv during driving of said piling shell into proper position. An annular flange I is provided upon the inner wall of said piercing point to support and retain said comple- 5 mentary sections forming the piling shell upon said point 8. The ends of said complementary sections are welded, in any conventional manner. to the piercing point 6.
In forming the piling shell from relatively light 10 gage stock, it is necessary to protect the top edges of said-complementary sections during the driving of said piling shell into proper position. In order that'the piling shell will withstand the impulses received during driving, a metallic ring I is in- 15 serted within the inner wall of said piling shell and provided with a flange 9 extending laterally to a point slightly beyond the ribs 3. This ring: maybe welded, in any conventional manner, to the end 0! said piling shell. I
There is shown a straight cylindrical piling shell in,Flgures 1 and 3. If desired, the piling shell may be tapered toward the piercing point 6, as shown in Figure 5.
' While I have shown and described speciilcem I bodiments oi the present invention, it will be understood that I do not wish to be limited exactly; 1
thereto, since various modifications may be made' without departing from the scope of the invention, as defined by the following claim.
' I claim: v 1 a v A tubular metallic pile comprising a'plurality oi! complementary arcuate sections welded together to provide a hollow chamber. said arcuate sections providedwith spaced longitudinally ar 35 ranged reinforcing corrugations and transverse corrugations between certain of said longitudinal corrugations, a piercing point welded to the bot-- tom, portion'o; said hollow chamber and an annular protective driving ring welded to the upper portion of said hollow chamber and positioned within the bore thereof and including a laterally extending flange extending over the top edge-oi said pile and terminatingin substantial align ment with said corrugations whereby said pile '45 withstands the impact oi the blows during driving or said pile in position.
exam: G.
US182354A 1937-12-29 1937-12-29 Metallic piling Expired - Lifetime US2151847A (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4650372A (en) * 1985-03-04 1987-03-17 The Dow Chemical Company Drive screw pile
US5110237A (en) * 1987-10-16 1992-05-05 Paul Schmidt Ramming device
US6309143B1 (en) 1998-05-27 2001-10-30 Stanley Merjan Composite pile with tapering lower portion and method for driving pile into granular soil
US6540444B2 (en) * 2001-01-23 2003-04-01 Fukushima Pulse Co., Ltd. Rotating pile for undergrounding
US20040115008A1 (en) * 1998-05-27 2004-06-17 Stanley Merjan Piling
US20080044237A1 (en) * 2004-07-06 2008-02-21 Okita-Ko. Co., Ltd. Soil Improvement Apparatus And Soil Improvement Method

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4650372A (en) * 1985-03-04 1987-03-17 The Dow Chemical Company Drive screw pile
US5110237A (en) * 1987-10-16 1992-05-05 Paul Schmidt Ramming device
US6309143B1 (en) 1998-05-27 2001-10-30 Stanley Merjan Composite pile with tapering lower portion and method for driving pile into granular soil
US6468003B2 (en) 1998-05-27 2002-10-22 Stanley Merjan Composite pile with tapering lower portion and method for driving pile into granular soil
US20040115008A1 (en) * 1998-05-27 2004-06-17 Stanley Merjan Piling
US7073980B2 (en) 1998-05-27 2006-07-11 Stanley Merjan Piling
US6540444B2 (en) * 2001-01-23 2003-04-01 Fukushima Pulse Co., Ltd. Rotating pile for undergrounding
US20080044237A1 (en) * 2004-07-06 2008-02-21 Okita-Ko. Co., Ltd. Soil Improvement Apparatus And Soil Improvement Method

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