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US2385869A - Pile protector - Google Patents

Pile protector Download PDF

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Publication number
US2385869A
US2385869A US546009A US54600944A US2385869A US 2385869 A US2385869 A US 2385869A US 546009 A US546009 A US 546009A US 54600944 A US54600944 A US 54600944A US 2385869 A US2385869 A US 2385869A
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United States
Prior art keywords
pile
sections
sleeves
protector
tube
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
US546009A
Inventor
Thomas P Lane
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Individual
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Individual
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Priority to US546009A priority Critical patent/US2385869A/en
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Publication of US2385869A publication Critical patent/US2385869A/en
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Expired - Lifetime legal-status Critical Current

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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
    • E02D5/60Piles with protecting cases

Definitions

  • the present invention relates to new and useful improvements in pile protectors, and has for its primary object to provide, in a manner as hereinafter set forth, novel means for fully protecting piles or posts, beams and other underwater supporting structures from damage or destruction by worms and other marine life.
  • Another very important object of the invention is to provide a protector of the aforementioned character which will materially strengthen the pile and which, further, has its own bearing for assisting in supporting the load and whereby said load may be greatly increased.
  • Figure 1 is a perspective view of a pile protector constructed in accordance with the present invention.
  • Figure 2 is a vertical sectional view.
  • Figure 3 is a view in horizontal section, taken substantially on the line 3-3 f Figure 2, but with the pile omitted.
  • Figure 4 is a detail view in horizontal section through a side portion of the device.
  • the tube A is adapted to encircle a pile B in spaced, substantially concentric relation thereto.
  • the tube A includes a plurality of sections l.
  • the sections l comprise reduced lower end portions 2 which are telescopically engageable in the sub- Jacent sections.
  • the lowermost section I ' islprovided, on its lower end, with a substantially frusto-conical shoe 3 which encircles the pile B and which facilitates driving the tube A downwardly through the soft mud to the hard bottom of the body of water.
  • a substantially frusto-conical shoe 3 Fixed in the shoe 3 is a ring 4.
  • each section I of the tube A further includes a pair of complemental half-sections 5.
  • each pair has fixed thereon, as by welding, vertical sleeves 6 which are split from end to end, as at I.
  • the split sleeves 6, it will be observed, are located adjacent the vertical edges of the sections 5 on which said sleeves are mounted.
  • Welded or otherwise suitably secured on the corresponding portions of the complemental sections 5 are substantially tangentially projecting vertical flanges 8.
  • the flanges 8 have fixed thereon vertical tubes 9 which are slidably engageable in the sleeves 6 from the ends thereof, the splits I in said sleeves accommodating the flanges 8.
  • the lowermost section I is assembled on the pile B. This is accomplished by simply sliding the tubes 9 downwardly in the sleeves 6 from the uppermost ends of said sleeves.
  • the next or second section is then assembled on the pile C and the lower end portion 2 thereof is telescopically engaged in the upper end portion of the previously assembled bottom section,
  • the end portions of the tubes 9 project from the sleeves 6 and abut.
  • These abutting ends are welded together, as at III, to provide continuous tubes or pipes for positively connecting the sections and for permitting jetting, if desired.
  • a water or air hose ll may be connected to the upper end portions of the pipes thus formed.
  • the sections l are added until a protecting shield or tube of the desired length has been assembled.
  • the tube l is driven downwardly through the usual soft mud beneath the water until hard bottom is reached and the device thus provides its own bearing. Jetting through the connected tubes 9 may be resorted to to facilitate this. If desired, the space between the'pile B and the tube A may be filled with sand, gravel, concrete or any other suitable material. By so doing, the lateral strength of the pile will be greatly increased.
  • a pile protector of the character described comprising a vertical tube encircling the pile in spaced relation thereto, said tube including a plurality of stacked, telescopically connected, sections, each section comprising a. pair of complemental half-sections, longitudinally split sleeves fixed vertically on certain of the half-sections adjacent the vertical edges thereof, substantially V tangential flanges on the other half-sections adjacent the vertical edges thereof, and tubes fixed on the flanges and engageable slidably in the sleeves for connecting the complemental halfsections together, the splits in said sleeves accommodating the'fianges, said tubes projecting beyond the ends of the sleeves and having their ends joined together for providing continuous pipes.

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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

.T. P. LANE PILE PROTECTOR -Qct. 2,' 1945.,
Filed July 21. 1944 2 Sheets-Sheet l Inventor wav I By w an! Wm; ZY/ dfg -T. P. LANE FILE PROTECTOR Oct. 2, 1945.
Fild July 21, -194,4
2 Sheets-Sheet 2 I nqentor 77202724.! .iELZaaze M Patented Oct. 2, 1945 UNITED STATES PATENT OFFICE 1 Claim.
The present invention relates to new and useful improvements in pile protectors, and has for its primary object to provide, in a manner as hereinafter set forth, novel means for fully protecting piles or posts, beams and other underwater supporting structures from damage or destruction by worms and other marine life.
Another very important object of the invention is to provide a protector of the aforementioned character which will materially strengthen the pile and which, further, has its own bearing for assisting in supporting the load and whereby said load may be greatly increased.
Other objects of the invention are to provide a pile protector of the character described which will be comparatively simple in construction, strong, durable, highly efflcient and reliable in use, compact and which may be manufactured and installed at low cost.
All of the foregoing and still further objects and advantages of the invention will become apparent from a study of the following specification, taken in connection with the accompanying drawings wherein like characters of reference designate corresponding parts throughout the several views, and wherein:
Figure 1 is a perspective view of a pile protector constructed in accordance with the present invention.
Figure 2 is a vertical sectional view.
Figure 3 is a view in horizontal section, taken substantially on the line 3-3 f Figure 2, but with the pile omitted.
Figure 4 is a detail view in horizontal section through a side portion of the device.
Referring now to the drawings in detail, it will be seen that the embodiment of the invention which has been illustrated comprises a cylindrical tube or caisson which is designated generally by reference character A. The tube A is adapted to encircle a pile B in spaced, substantially concentric relation thereto.
The tube A includes a plurality of sections l. The sections l, with the exception of the bottom section, comprise reduced lower end portions 2 which are telescopically engageable in the sub- Jacent sections.
The lowermost section I 'islprovided, on its lower end, with a substantially frusto-conical shoe 3 which encircles the pile B and which facilitates driving the tube A downwardly through the soft mud to the hard bottom of the body of water. Fixed in the shoe 3 is a ring 4.
As illustrated to advantage in Figure 3 of the drawings, each section I of the tube A further includes a pair of complemental half-sections 5.
'One of the half-sections 5 of each pair has fixed thereon, as by welding, vertical sleeves 6 which are split from end to end, as at I. The split sleeves 6, it will be observed, are located adjacent the vertical edges of the sections 5 on which said sleeves are mounted. Welded or otherwise suitably secured on the corresponding portions of the complemental sections 5 are substantially tangentially projecting vertical flanges 8. The flanges 8 have fixed thereon vertical tubes 9 which are slidably engageable in the sleeves 6 from the ends thereof, the splits I in said sleeves accommodating the flanges 8.
When installing the protector, the lowermost section I is assembled on the pile B. This is accomplished by simply sliding the tubes 9 downwardly in the sleeves 6 from the uppermost ends of said sleeves. The next or second section is then assembled on the pile C and the lower end portion 2 thereof is telescopically engaged in the upper end portion of the previously assembled bottom section, The end portions of the tubes 9 project from the sleeves 6 and abut. These abutting ends are welded together, as at III, to provide continuous tubes or pipes for positively connecting the sections and for permitting jetting, if desired. Toward this end a water or air hose ll may be connected to the upper end portions of the pipes thus formed. The sections l are added until a protecting shield or tube of the desired length has been assembled. The tube l is driven downwardly through the usual soft mud beneath the water until hard bottom is reached and the device thus provides its own bearing. Jetting through the connected tubes 9 may be resorted to to facilitate this. If desired, the space between the'pile B and the tube A may be filled with sand, gravel, concrete or any other suitable material. By so doing, the lateral strength of the pile will be greatly increased.
It is believed that the many advantages of a pile protecting and additional load-carrying device constructed in accordance with the present invention will be readily understood, and although a preferred embodiment is as illustratedand described, it is to be understood that changes in the details of construction and in the combination and arrangement of parts may be resorted to which will fall within the scope of the invention as claimed.
What is claimed is:
A pile protector of the character described comprising a vertical tube encircling the pile in spaced relation thereto, said tube including a plurality of stacked, telescopically connected, sections, each section comprising a. pair of complemental half-sections, longitudinally split sleeves fixed vertically on certain of the half-sections adjacent the vertical edges thereof, substantially V tangential flanges on the other half-sections adjacent the vertical edges thereof, and tubes fixed on the flanges and engageable slidably in the sleeves for connecting the complemental halfsections together, the splits in said sleeves accommodating the'fianges, said tubes projecting beyond the ends of the sleeves and having their ends joined together for providing continuous pipes.
THOMAS P. LANE.
US546009A 1944-07-21 1944-07-21 Pile protector Expired - Lifetime US2385869A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US546009A US2385869A (en) 1944-07-21 1944-07-21 Pile protector

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Application Number Priority Date Filing Date Title
US546009A US2385869A (en) 1944-07-21 1944-07-21 Pile protector

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US2385869A true US2385869A (en) 1945-10-02

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Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2574140A (en) * 1947-07-18 1951-11-06 Raymond Concrete Pile Co Marine oil well derrick foundation
US3027610A (en) * 1958-06-04 1962-04-03 Orval E Liddell Method of protecting timbers against marine borer attack
US3103103A (en) * 1958-06-04 1963-09-10 Orval E Liddell Apparatus for protecting timbers against marine borer attack
US3188816A (en) * 1962-09-17 1965-06-15 Koch & Sons Inc H Pile forming method
US3714750A (en) * 1970-04-27 1973-02-06 N Pallotto Covering for riser or the like
US4697649A (en) * 1984-08-15 1987-10-06 Utilitech, Incorporated Portable apparatus for and method of pole reinforcement
US4779389A (en) * 1987-03-02 1988-10-25 Landers Phillip G Method and apparatus for insitu reinforcement, repair and safety enhancement of wooden poles
US5299883A (en) * 1992-05-26 1994-04-05 Arth Jr Gerard J Protective covering assemblage
DE29717149U1 (en) * 1997-09-25 1998-01-15 Alcatel Alsthom Compagnie Générale d'Electricité, Paris Arrangement for protecting wooden piles anchored in the sea floor against the attack of creatures that are aggressive towards wood
US6019549A (en) * 1996-06-11 2000-02-01 Corrosion Control International Llc Vortex shedding strake wraps for submerged pilings and pipes
US6098353A (en) * 1998-06-15 2000-08-08 Stanfield; Barney Protective sleeve for a post
US20070295421A1 (en) * 2006-05-16 2007-12-27 Bartels Bernard G Tubular insert for excavated hole with safety cover
DE102006057746A1 (en) * 2006-12-07 2008-06-12 Plan B E.K. Inhaber Florian Icard-Reuter Building foundation and method for producing such a building foundation
US20100050568A1 (en) * 2008-08-29 2010-03-04 Firestone Metal Products, Llc Aesthetic cover assembly for a building structure and method of assembling same
US8887452B2 (en) * 2012-06-18 2014-11-18 Kenneth C. Carhart Apparatus and method for protecting in-ground wood
US20170138006A1 (en) * 2015-11-12 2017-05-18 Aaron J. Wiegel Shock Absorbing Retractable Bollard Systems

Cited By (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2574140A (en) * 1947-07-18 1951-11-06 Raymond Concrete Pile Co Marine oil well derrick foundation
US3027610A (en) * 1958-06-04 1962-04-03 Orval E Liddell Method of protecting timbers against marine borer attack
US3103103A (en) * 1958-06-04 1963-09-10 Orval E Liddell Apparatus for protecting timbers against marine borer attack
US3188816A (en) * 1962-09-17 1965-06-15 Koch & Sons Inc H Pile forming method
US3714750A (en) * 1970-04-27 1973-02-06 N Pallotto Covering for riser or the like
US4697649A (en) * 1984-08-15 1987-10-06 Utilitech, Incorporated Portable apparatus for and method of pole reinforcement
US4779389A (en) * 1987-03-02 1988-10-25 Landers Phillip G Method and apparatus for insitu reinforcement, repair and safety enhancement of wooden poles
US5299883A (en) * 1992-05-26 1994-04-05 Arth Jr Gerard J Protective covering assemblage
US6019549A (en) * 1996-06-11 2000-02-01 Corrosion Control International Llc Vortex shedding strake wraps for submerged pilings and pipes
DE29717149U1 (en) * 1997-09-25 1998-01-15 Alcatel Alsthom Compagnie Générale d'Electricité, Paris Arrangement for protecting wooden piles anchored in the sea floor against the attack of creatures that are aggressive towards wood
US6098353A (en) * 1998-06-15 2000-08-08 Stanfield; Barney Protective sleeve for a post
US20070295421A1 (en) * 2006-05-16 2007-12-27 Bartels Bernard G Tubular insert for excavated hole with safety cover
US7966772B2 (en) * 2006-05-16 2011-06-28 Super Sucker Hydro Vac Service, Inc. Tubular insert for excavated hole with safety cover
DE102006057746A1 (en) * 2006-12-07 2008-06-12 Plan B E.K. Inhaber Florian Icard-Reuter Building foundation and method for producing such a building foundation
US20100050568A1 (en) * 2008-08-29 2010-03-04 Firestone Metal Products, Llc Aesthetic cover assembly for a building structure and method of assembling same
US7827762B2 (en) * 2008-08-29 2010-11-09 Firestone Metal Products, Llc Aesthetic cover assembly for a building structure and method of assembling same
US8887452B2 (en) * 2012-06-18 2014-11-18 Kenneth C. Carhart Apparatus and method for protecting in-ground wood
US20170138006A1 (en) * 2015-11-12 2017-05-18 Aaron J. Wiegel Shock Absorbing Retractable Bollard Systems
US9909271B2 (en) * 2015-11-12 2018-03-06 Rite-Hite Holding Corporation Shock absorbing retractable bollard systems
US11085155B2 (en) 2015-11-12 2021-08-10 Rite-Hite Holding Corporation Shock absorbing retractable bollard systems
US11993901B2 (en) 2015-11-12 2024-05-28 Rite-Hite Holding Corporation Shock absorbing retractable bollard systems

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