US762496A - Composite pile. - Google Patents

Composite pile. Download PDF

Info

Publication number
US762496A
US762496A US4421201A US1901044212A US762496A US 762496 A US762496 A US 762496A US 4421201 A US4421201 A US 4421201A US 1901044212 A US1901044212 A US 1901044212A US 762496 A US762496 A US 762496A
Authority
US
United States
Prior art keywords
pile
sections
conveniently
pottery
abutting
Prior art date
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
US4421201A
Inventor
Edmund Augustine Smith
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to US4421201A priority Critical patent/US762496A/en
Application granted granted Critical
Publication of US762496A publication Critical patent/US762496A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/10Deep foundations
    • E02D27/20Caisson foundations combined with pile foundations

Definitions

  • My invention relates to improvements in composite piles, and has special reference to structural members of this class which are composed of abutting sections; and I have for the objects thereof to provide a composite pile of inexpensive manufacture,proof against the ravages of subaqueous insects, and comprising features of simplicity, durability, and
  • Figure 1 is a perspective view of one of the component sections from which the pile is constructed indicating the preferred form thereof.
  • Fig. 2 is a diametrical section of same.
  • Fig. 3 is a similar section at the base of a composite pile indicating one method of setting same; and
  • Fig. 4 is a perspective view of a portion of an incomplete wharf, showing the preferred manner of constructing and setting the composite piles.
  • the reference character A indicates one of the sections of the improved composite pile, which is preferably rendered circular in form to better insure the breaking of the waves, deflect drifting debris,and expedite the insulation of the pile.
  • ThesectionA preferably comprises a clay body conveniently brought to a desired form and then subjected to heat of the required intensity to render the body of requisite hardness to sustain a predetermined load and in the present embodiment consists of the'same material of which pottery-ware is composed and is preferably likewise vitriiied to conveniently render the pile more durable. All of the sections included in each composite pile are preferably substantially alike in form, but for convenience can be different in thickness to conveniently terminate the pile at the requisite elevation.
  • Each section A is conveniently formed with a suitable guideway, as (L, adapted to insure the proper setting thereof in constructing the pile and conlittle depth compared with the diameter thereof, and suitable projections and indenturcs are conveniently provided on the body thereof to interlockthe sections as the pile is constructed.
  • the portions for interlocking the sections comprise in the present embodiment suitable tongues and grooves, as (Z and 7L, respectively, which are conveniently formed on opposite faces of the body of each section, so that the tongue on one body will enter the groove in the other when sections are resting together.
  • These tongues and grooves are preferably of annular form and of equal diameter and are formed concentric to the guideway a of the sections to insure the matching thereof in constructing the pile.
  • V form of the tongues and grooves will serve to guide the sections to their proper positions when the pressure 1s removed.
  • Piles or like supporting members of a structure are conveniently formed from the scctions, as A, by placing upon each other the requisite number of said sections to form the desired length of pile.
  • This operation is conveniently facilitated by first establishing guides, as 7c, at the desired points and then threading' each section thereon by the guide* way a, when they will slip downward and interlock as promoted by the angularity of the tongues and grooves, and the weight of the sections will cause the pile to settle until it establishes itself in a firm ⁇ setting, and after a row of piles are completed the guides can be withdrawn and the sill of the superstructure fitted in place in any suitable manner, as indicated in Fig. 4.
  • each pile can be entered into the ground by a hydraulic jet conveniently operated through the opening formed by the guideways a, in which case the guide /L is preferably composed of a tubular section whose external diameter is approximately equal to that of the said guideways and internal diameter sufficient to accommodate the size of the jet-conduit, which is conveniently operated in the usual manner at the base, but at the center of the pile, as permitted by said opening, instead of at one side, and thus insures the pile sinking plumb.
  • the guide 7c comprise a tubular section, cement can be passed therein to the base of the pile, and if the ground upon which the pile rests be uneven, as disclosed in Fig.
  • the cement will pass into the cavities beneath the pile and When set will form a firm even footing, as f, therefor, with a core, as p, extending into the said pile for the more firm setting thereof, or, if desired, the guide 1 can be first removed from the pile and the cement passed to the base thereof in the opening formed by the bores a and said opening filled with cement to form a core, terminating adjacent the top of the pile to increase the rigidity thereof, and a suitable wooden plug, as r/, Fig. 4, is tightly fitted in the top end of said opening, to which the stringers of the superstructure are conveniently spiked.
  • the top surface of the upper or cap section of each pile is preferably rendered smooth for the better setting' of the stringers or sills of the superstructure, and the guides if; are preferably Aformed of-metal to conveniently render the pile more substantial when combined therewith and afford a stiff guide of minimum diameter, which permits the bores a of the sections to be made comparatively small, and thereby render the bodies thereof of greater weight and thel abutting surfaces of the sections substantially Wide for the better fitting of said parts.
  • the sections A are preferably composed of earthy material, as pottery-clay, or they can comprise other materials, as found desirable, though the clay body is much preferred, as the pile is thus rendered proof against the ravages of toredos or like subaqueous worms and the corrosive effects of salt water and the cost of manufacture of the sections and the installation of the piles greatly reduced.
  • piles or like structural members embodying the sections A are constructed in various ways, according to the nature of the superstructure they are to support and the condition of the soil in which they are to rest, as they can be left with or Without a core,and the core can be composed of cement or metal or acombination of both and in either case terminate in a footing formed by the passing' of a portion of cement from the coreway into the cavities at the base of the pile.
  • a structural member of the nature indicated comprising abutting disk-like sections, each composed of a homogeneous piece of pottery-ware and formed with an integral annular tongue on one face and a like depression or groove in the opposite face adapted to interlock with corresponding groove and a tongue, respectively, of opposing sections.
  • a structural member of the nature indicated comprising abutting disk-like sections cach composed of a homogeneous piece of pottery-ware and formed with a central opening and an integral annular tongue concentric thereto on one face and a similar groove or depression on the other face.
  • a ⁇ structural member of the nature indicated comprising abutting sections, each composed of pottery-ware, and having a bore forming a coreway longitudinally said member and portions adapted to interlock with opposing sections, and a core poured in said Way and extending into footing beneath the member.
  • a structural member of the nature indicated comprising abutting sections, each composed of pottery-Ware and having a bore forming a continuous coreway longitudinally said member and portions formed thereon adapted to interlock with the contacting surfaces of opposing sections, a tube in said Way and a poured core of cement in said tube.
  • a structural member of the nature indicated comprising abutting sections, each composed of pottery-Ware and having a bore forming a continuous coreway longitudinally said member and a tongue on one and a like groove in the other face, a tube in said Way and a poured core in said tube extending into a fo0ting beneath the member.
  • a structural member of the nature indicated comprising abutting disk-like sections, each composed of a homogeneous piece of pottery-ware formed with a central bore and an IOO IIO
  • integral annular tongue substantially V shape in cross-section on one and a like groove in the other face thereof concentric said bore.
  • a structural member of the nature indicated comprising abutting sections, each composed of pottery-Ware and having a bore forming a coreway longitudinally said member, a tube in said Way and a footing to said member poured through said tube and extending upwardly therein to form a core.
  • a structural member of the nature indicated comprising abutting sections, each composed of pottery-Ware and having a bore forming a continuous eoreway longitudinally said member and a tongue on one and alike groove in the other face, a tube in said Way and a poured core in said tube extending into a footing beneath the member.

Description

PATENTED JUNE 14, 1904.
E. A. SMITH. coMPosITB PILE.
APPLICATION FILED JAN N0 MODEL.
. l I ...ms
/N VEA/mf? M ,M
ma Nfmms unina co Pmmhmno., wAsmNoTnN. u c.
N0. Ir762,496.
UNITED STATES Patented June 14, 1904.
PATENT OFFICE.
COMPOSITE PILE.
SPECIFICATIQN forming part of Letters Patent No. 762,496, dated June 14, 1904. Application filed laiiuary 2l, 1901. Serial No. 44,212. (No model.)
T all whom it may concern,.-
Be it known that I, EDMUND AUGUs'IINE SMITH, a citizen of the Dominion of Canada, (but having made oath of my intention to become a citizen of the United States of America,) and a resident of the city of Colby, in the county of Kitsap, in the State of Vashington', have invented certain new and useful lmprovements in Composite Piles, of which the following is a specification.
My invention relates to improvements in composite piles, and has special reference to structural members of this class which are composed of abutting sections; and I have for the objects thereof to provide a composite pile of inexpensive manufacture,proof against the ravages of subaqueous insects, and comprising features of simplicity, durability, and
. general eihciency, which render its installation inexpensive, rapid, and simple.
The above and other desirable objects I attain by the construction, combinations, and arrangements of parts, as disclosed on the accompanying drawings, set forth in the following specification, and especially pointed out in the appended claims.
With reference to the accompanying drawings, which form a part of this specification, Figure 1 is a perspective view of one of the component sections from which the pile is constructed indicating the preferred form thereof. Fig. 2 is a diametrical section of same. Fig. 3 is a similar section at the base of a composite pile indicating one method of setting same; and Fig. 4 is a perspective view of a portion of an incomplete wharf, showing the preferred manner of constructing and setting the composite piles.
Like characters of reference designate corresponding parts throughout the several views of the drawings.
With reference to the drawings heretofore described the reference character A indicates one of the sections of the improved composite pile, which is preferably rendered circular in form to better insure the breaking of the waves, deflect drifting debris,and expedite the insulation of the pile. ThesectionApreferably comprises a clay body conveniently brought to a desired form and then subjected to heat of the required intensity to render the body of requisite hardness to sustain a predetermined load and in the present embodiment consists of the'same material of which pottery-ware is composed and is preferably likewise vitriiied to conveniently render the pile more durable. All of the sections included in each composite pile are preferably substantially alike in form, but for convenience can be different in thickness to conveniently terminate the pile at the requisite elevation. Each section A is conveniently formed with a suitable guideway, as (L, adapted to insure the proper setting thereof in constructing the pile and conlittle depth compared with the diameter thereof, and suitable projections and indenturcs are conveniently provided on the body thereof to interlockthe sections as the pile is constructed. The portions for interlocking the sections comprise in the present embodiment suitable tongues and grooves, as (Z and 7L, respectively, which are conveniently formed on opposite faces of the body of each section, so that the tongue on one body will enter the groove in the other when sections are resting together. These tongues and grooves are preferably of annular form and of equal diameter and are formed concentric to the guideway a of the sections to insure the matching thereof in constructing the pile. They are also conveniently rendered substantially V shape in transverse section to facilitate the proper fitting of the sections upon each other vand insure self-restoration of the pile in case the vabutting members or sections thereof should be momentarily tipped or tilted slightly from alinement by side blows or pressure, in
which case the V form of the tongues and grooves will serve to guide the sections to their proper positions when the pressure 1s removed.
IOO
Piles or like supporting members of a structure are conveniently formed from the scctions, as A, by placing upon each other the requisite number of said sections to form the desired length of pile. This operation is conveniently facilitated by first establishing guides, as 7c, at the desired points and then threading' each section thereon by the guide* way a, when they will slip downward and interlock as promoted by the angularity of the tongues and grooves, and the weight of the sections will cause the pile to settle until it establishes itself in a firm` setting, and after a row of piles are completed the guides can be withdrawn and the sill of the superstructure fitted in place in any suitable manner, as indicated in Fig. 4.
If desired, each pile can be entered into the ground by a hydraulic jet conveniently operated through the opening formed by the guideways a, in which case the guide /L is preferably composed of a tubular section whose external diameter is approximately equal to that of the said guideways and internal diameter sufficient to accommodate the size of the jet-conduit, which is conveniently operated in the usual manner at the base, but at the center of the pile, as permitted by said opening, instead of at one side, and thus insures the pile sinking plumb. If the guide 7c comprise a tubular section, cement can be passed therein to the base of the pile, and if the ground upon which the pile rests be uneven, as disclosed in Fig. 3, the cement will pass into the cavities beneath the pile and When set will form a firm even footing, as f, therefor, with a core, as p, extending into the said pile for the more firm setting thereof, or, if desired, the guide 1 can be first removed from the pile and the cement passed to the base thereof in the opening formed by the bores a and said opening filled with cement to form a core, terminating adjacent the top of the pile to increase the rigidity thereof, and a suitable wooden plug, as r/, Fig. 4, is tightly fitted in the top end of said opening, to which the stringers of the superstructure are conveniently spiked.
The top surface of the upper or cap section of each pile is preferably rendered smooth for the better setting' of the stringers or sills of the superstructure, and the guides if; are preferably Aformed of-metal to conveniently render the pile more substantial when combined therewith and afford a stiff guide of minimum diameter, which permits the bores a of the sections to be made comparatively small, and thereby render the bodies thereof of greater weight and thel abutting surfaces of the sections substantially Wide for the better fitting of said parts.
As previously stated, the sections A are preferably composed of earthy material, as pottery-clay, or they can comprise other materials, as found desirable, though the clay body is much preferred, as the pile is thus rendered proof against the ravages of toredos or like subaqueous worms and the corrosive effects of salt water and the cost of manufacture of the sections and the installation of the piles greatly reduced.
It will be understood that piles or like structural members embodying the sections A are constructed in various ways, according to the nature of the superstructure they are to support and the condition of the soil in which they are to rest, as they can be left with or Without a core,and the core can be composed of cement or metal or acombination of both and in either case terminate in a footing formed by the passing' of a portion of cement from the coreway into the cavities at the base of the pile. y
Having thus described my invention, what I claim as new, and desire to secure by Letters Patent of the United States, is-
1. A structural member of the nature indicated, comprising abutting disk-like sections, each composed of a homogeneous piece of pottery-ware and formed with an integral annular tongue on one face and a like depression or groove in the opposite face adapted to interlock with corresponding groove and a tongue, respectively, of opposing sections.
i2. A structural member of the nature indicated comprising abutting disk-like sections cach composed of a homogeneous piece of pottery-ware and formed with a central opening and an integral annular tongue concentric thereto on one face and a similar groove or depression on the other face.
3. A` structural member of the nature indicated, comprising abutting sections, each composed of pottery-ware, and having a bore forming a coreway longitudinally said member and portions adapted to interlock with opposing sections, and a core poured in said Way and extending into footing beneath the member.
4. A structural member of the nature indicated, comprising abutting sections, each composed of pottery-Ware and having a bore forming a continuous coreway longitudinally said member and portions formed thereon adapted to interlock with the contacting surfaces of opposing sections, a tube in said Way and a poured core of cement in said tube.
5. A structural member of the nature indicated, comprising abutting sections, each composed of pottery-Ware and having a bore forming a continuous coreway longitudinally said member and a tongue on one and a like groove in the other face, a tube in said Way and a poured core in said tube extending into a fo0ting beneath the member.
6. A structural member of the nature indicated, comprising abutting disk-like sections, each composed of a homogeneous piece of pottery-ware formed with a central bore and an IOO IIO
integral annular tongue substantially V shape in cross-section on one and a like groove in the other face thereof concentric said bore.
7. A structural member of the nature indicated, comprising abutting disk-like sections,
' each composed of a homogeneous piece of potthereof concentric said bore, a tube in said bore and a poured core in the tube extending into a footing beneath said member.
9. A structural member of the nature indicated, comprising abutting sections, each composed of pottery-Ware and having a bore forming a coreway longitudinally said member, a tube in said Way and a footing to said member poured through said tube and extending upwardly therein to form a core.
l0.V A structural member of the nature indicated, comprising abutting sections, each composed of pottery-Ware and having a bore forming a continuous eoreway longitudinally said member and a tongue on one and alike groove in the other face, a tube in said Way and a poured core in said tube extending into a footing beneath the member.
11. A structural member of the nature indicated, having a tube longitudinally thereof
US4421201A 1901-01-21 1901-01-21 Composite pile. Expired - Lifetime US762496A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US4421201A US762496A (en) 1901-01-21 1901-01-21 Composite pile.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US4421201A US762496A (en) 1901-01-21 1901-01-21 Composite pile.

Publications (1)

Publication Number Publication Date
US762496A true US762496A (en) 1904-06-14

Family

ID=2830982

Family Applications (1)

Application Number Title Priority Date Filing Date
US4421201A Expired - Lifetime US762496A (en) 1901-01-21 1901-01-21 Composite pile.

Country Status (1)

Country Link
US (1) US762496A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3199300A (en) * 1961-05-22 1965-08-10 Foundation Specialties Inc Pile construction
US3426858A (en) * 1957-07-12 1969-02-11 Shell Oil Co Drilling
US4064669A (en) * 1973-05-16 1977-12-27 Kjeld Vik Stationary supporting structure
US4497597A (en) * 1982-08-25 1985-02-05 Commercial Shearing, Inc. Cribbing
US4565469A (en) * 1982-08-25 1986-01-21 Commercial Shearing, Inc. Cribbing
US20090074515A1 (en) * 2004-11-11 2009-03-19 Antonio Procopio Modular System for the Construction of Overhead Wire Support and/or Supporting Pile foundations
US20110030299A1 (en) * 2009-08-04 2011-02-10 Raynor Brice C Sectioned precast deck footings/ piers

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3426858A (en) * 1957-07-12 1969-02-11 Shell Oil Co Drilling
US3199300A (en) * 1961-05-22 1965-08-10 Foundation Specialties Inc Pile construction
US4064669A (en) * 1973-05-16 1977-12-27 Kjeld Vik Stationary supporting structure
US4497597A (en) * 1982-08-25 1985-02-05 Commercial Shearing, Inc. Cribbing
US4565469A (en) * 1982-08-25 1986-01-21 Commercial Shearing, Inc. Cribbing
US20090074515A1 (en) * 2004-11-11 2009-03-19 Antonio Procopio Modular System for the Construction of Overhead Wire Support and/or Supporting Pile foundations
US20110030299A1 (en) * 2009-08-04 2011-02-10 Raynor Brice C Sectioned precast deck footings/ piers
US8464482B2 (en) * 2009-08-04 2013-06-18 Brice C. Raynor Sectioned precast deck footings/ piers

Similar Documents

Publication Publication Date Title
US1002161A (en) Sea-wall construction.
US762496A (en) Composite pile.
US884354A (en) Marine concrete construction.
US1263132A (en) Fence-post.
US996397A (en) Support for building-walls, &c.
US3402559A (en) Process of forming a large-diameter tubular pile foundation
US1083289A (en) Method of building concrete dock-walls.
US1296628A (en) Stabilizing foundation.
US1074275A (en) Concrete socket-pile.
US865080A (en) Building construction.
US154393A (en) Improvement in composite columns
US3333428A (en) Open end cutting shoe
US206078A (en) Improvement in posts for fences
US1294556A (en) Concrete substructure-caisson.
US407500A (en) Eleazar s
US1124955A (en) Pile construction.
US942142A (en) Reinforced-concrete piling.
US770475A (en) Concrete pile
US125700A (en) Improvement in the construction of barges
US788410A (en) Concrete casing.
US872241A (en) Grave construction.
US901040A (en) Sea-wall.
US957844A (en) Constructing foundations of buildings.
US673443A (en) Pile.
US925204A (en) Concrete construction and method of producing the same.