US1087334A - Incased-concrete piling. - Google Patents

Incased-concrete piling. Download PDF

Info

Publication number
US1087334A
US1087334A US74610413A US1913746104A US1087334A US 1087334 A US1087334 A US 1087334A US 74610413 A US74610413 A US 74610413A US 1913746104 A US1913746104 A US 1913746104A US 1087334 A US1087334 A US 1087334A
Authority
US
United States
Prior art keywords
pile
casing
sleeve
sections
rods
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
US74610413A
Inventor
William Norton Stevens
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 US74610413A priority Critical patent/US1087334A/en
Application granted granted Critical
Publication of US1087334A publication Critical patent/US1087334A/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
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/24Prefabricated piles
    • E02D5/30Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete

Definitions

  • My invention relates to certain improvements in the construction of reinforced inin which superposed tubular sections of iron or steel held in alinement at ihcir abutting 'eiuls by internal sleeves, are driven or sunken into the gronncl, a cluster oi iron or steel reinforcing rods placed therein, and the pile casing then filled with cement or concrete so as to. unite the casing sections, alining' sleeves and reinforcingrozls together and to the concrete filling to make the complete pile.
  • My invention consists primarily in combining the sectioiralining sleeve, with the spacecl guides for holding the reinforcing rods in place, substantially as hercii'iafter described.
  • My invention also consists in making the reinforcir rods of superposed sections whose ones are adjusted. to ahut "within their respective spaced guides, so as to form in effect continuous reinforcing tools, which being hcltl in alineinent by the -uncles and being supported from the foot of the pile will coact with the pile casing and with the concrete filling when hardened therein, in
  • My invention also consists in iorming the driving shoe, when usetl, with spaces; guides in alincmont with the respective rod guitles on the casing sleeves, to receive and support the lower ends of the reinforcing rocls in their proper position. i 4
  • Figure 1 is a sectional sicle elevation of a reinforced concrete pile cmlmclying' my invention.
  • Fig. 2 is on enlarged plan view of the coinhnietl alining sleeve and reina sectional view of said combined alining sleeve anti rod holder.
  • 10, 11 are two tubular metallic sect-ions, forming the casing of the pile; 12 is aclriving csn preferably used for receiving the blows of the pile driver; 13 is a driving shoe forinccl with nee: l t to fit tightly Within the lower cut of the pile casing; 15 is one of the metalli internal sleeves for holding he ahuttino ends 05 the casing sections in ment, anti 1 are ieinforcing rods, placed ul hclcl vertioally apirt Within the pile casi o;
  • the concrete or cement lilli' is poured into the pile casing, after the casing is driven home and the reinforcing roiils properly placed therein as hereinafter described to bind anc unite the casing sections, alining sleeves, driving shoe, if used, anti reinforcing rorls together to form the complete pile.
  • an aliniiig tubular sleeve for joining the almiting ends of metallic eas ng sections to gather, said sleeve having IlOll'llGCl at one end. thereof interiOrly-arranged elongated guiding and confining tubes for the varying meeting ends of: vertical reinfoi.” lg rods,

Landscapes

  • 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

W; N. STEVEN S. INCASED CONCRETE FILING. APPLICATION FILED FEB. 4, 1913.
Patented Fwd-7,1914" 1:9 WITNESSES I v ifs 'VE/WOi? dlfii'MM M .3 13 Q QWM cased concrete p1hng,
"WILLIAM NQETON STEVEHS, GE NEE? YGRK, N. Y.
INCASED-CONCRETE PILING.
Specification of Letters Eatent.
Eatentetl Fen. Iii
Application filed February 4, 1913. Serial No. 756,184.
To all whom it may concern Be it known that I, l-VILLIAM Nome S'rnvnn's, hi3, a citizen of the United States, residing in the borough of Brooklyn, county of Kings, city and State of New York, have invented a new and useful improvement in lncasell-Concrcte Piling, of which thefollowing is a specification.
My invention relates to certain improvements in the construction of reinforced inin which superposed tubular sections of iron or steel held in alinement at ihcir abutting 'eiuls by internal sleeves, are driven or sunken into the gronncl, a cluster oi iron or steel reinforcing rods placed therein, and the pile casing then filled with cement or concrete so as to. unite the casing sections, alining' sleeves and reinforcingrozls together and to the concrete filling to make the complete pile.
My invention,consists primarily in combining the sectioiralining sleeve, with the spacecl guides for holding the reinforcing rods in place, substantially as hercii'iafter described.
My invention also consists in making the reinforcir rods of superposed sections whose ones are adjusted. to ahut "within their respective spaced guides, so as to form in effect continuous reinforcing tools, which being hcltl in alineinent by the -uncles and being supported from the foot of the pile will coact with the pile casing and with the concrete filling when hardened therein, in
taking up and supporting the vertical thrust upon the completed. P1119.
My invention also consists in iorming the driving shoe, when usetl, with spaces; guides in alincmont with the respective rod guitles on the casing sleeves, to receive and support the lower ends of the reinforcing rocls in their proper position. i 4
In order that my invention may be fully understood I shall first describe in cletail the mode in which I carry my invention into practice and than disinctly claim the in-- vention.
Reference is to be had to the accompanying (lrawinr s forming part of this specification, in which like parts are designated by the same numbers in all the figures.
Figure 1 is a sectional sicle elevation of a reinforced concrete pile cmlmclying' my invention. Fig. 2 is on enlarged plan view of the coinhnietl alining sleeve and reina sectional view of said combined alining sleeve anti rod holder.
Referring to the drawings, 10, 11 are two tubular metallic sect-ions, forming the casing of the pile; 12 is aclriving csn preferably used for receiving the blows of the pile driver; 13 is a driving shoe forinccl with nee: l t to fit tightly Within the lower cut of the pile casing; 15 is one of the metalli internal sleeves for holding he ahuttino ends 05 the casing sections in ment, anti 1 are ieinforcing rods, placed ul hclcl vertioally apirt Within the pile casi o;
The concrete or cement lilli' is poured into the pile casing, after the casing is driven home and the reinforcing roiils properly placed therein as hereinafter described to bind anc unite the casing sections, alining sleeves, driving shoe, if used, anti reinforcing rorls together to form the complete pile.
Eifieiently, conveniently and econoniicall to receive and support the lower encls of the vertical reinforcing rods 16 in position apart, 1 preferably form in the upper side of lhe driving shoe 13, vertical socket-s or guides 19 properly spaced around the axis of the shoe to receive loosely the lower'enrls of the lower rod sections 1 Also, by prefer" ence cast the alining sleeve 15 with inwardly and radially projecting ocsses formed with vertical tubular guides 25, spaced peripherally around the sleeve 15 as the vertical reinforcing Polls; 16 are to be spaced, to guide and hohl saitl rocis in aline meat and in their proper relative positions within the casing.
To hold the a-linin sleeve 15 in position in the abutting end portions of the casing sections 10, ll, I may use any suitable means, such as indentations 22 in the casing sections above and below the alinins sleeve 15, as shown and claimed in. United States Letters dropped through the sleeve guides so that their lower curls will hear on the shoe 13, or the foot of the pile. The lower sections 0: the rods 16 are prci'crahly so proportioned lll in le ll that their upper ends will termi tiles as shown. rods 16 are then lllft their ends will ill iii The no ili pyw ill abut and e se on,
ompletecl. aeini'oirciiig rods will ierneni; by the sleeve 7 The superposed section; thus be h ld.
guides ml 1. form in effect continuous vertical IyHlfQlCllJQ rods, which being suppst=ixlecl fromihe foot the pile, will eil'eeaively ceiiei; Wi li the pile casing and i /1th the coiici'ete filling when lmrdeneni therein; in mimJoiting the vertical thrust 1 In Vie pile, and will thus greatly a and stifien the compl one.
ll im'iiialioii oi? the W i H yo lliolel 'iiig' bosses 9% "forms; an eiimemely simple, oeoimmioal ell'ective and convenient means "for guiding and holding llie sections of the i'ei iforci g rods in position and nlinement,
opeizife eiiectively wii'li the concrete filling, ilw." sections, sleeves and reinforcing rods iiiul the Wllfilf eoii'ipo .7. pile together i'm a pile of zfiostre ch and alumil Braves ii: any
lie shorter oi." long er to the length ol; the
will. i Liam? the g il 'illlllliif, square, or oi V in position by the holding bosses 24; in addition 00-.
01111, Without departing from the scope of my inveiiion.
Having thus described. my invention and. the mode in which I osrry the some iiiie 'iinejzice, I claim:
1. As new. ariicle 0i mamifaebuie, a, 'l'ubular Mining sleeve to be lifiliecl within the abutting ends of metallic casing sections, said sleeve being formed: inteirierl'y at one end thereof with longitudinal tubes for holding vertical reinforcing rods.
2. As a new article of marmiaeture, an aliniiig tubular sleeve for joining the almiting ends of metallic eas ng sections to gather, said sleeve having IlOll'llGCl at one end. thereof interiOrly-arranged elongated guiding and confining tubes for the varying meeting ends of: vertical reinfoi." lg rods,
substantially as des zri'becii reinforced lDCELSBfl eonoete piling ii'xei'ellio Easing sections, 1 tubulai iiietalim illll'llllg sleeve fitted Within the abutting ends said, metallic casing sections, said sleeves being formed interiorly Wll-ll longitudinal tubes vertical reinforcing rods held. in and by said interior tubes apzii-t lIOlll the see tlOllllll'DQllillllC casing, and 21, filling of new ci'efe in: cement Within sziitl casing and sleeve ancl between the reinforcing rods and {lie easing.
i m (mamas 11mm TVILLXAM CUNNINGHAM,
US74610413A 1913-02-04 1913-02-04 Incased-concrete piling. Expired - Lifetime US1087334A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US74610413A US1087334A (en) 1913-02-04 1913-02-04 Incased-concrete piling.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US74610413A US1087334A (en) 1913-02-04 1913-02-04 Incased-concrete piling.

Publications (1)

Publication Number Publication Date
US1087334A true US1087334A (en) 1914-02-17

Family

ID=3155560

Family Applications (1)

Application Number Title Priority Date Filing Date
US74610413A Expired - Lifetime US1087334A (en) 1913-02-04 1913-02-04 Incased-concrete piling.

Country Status (1)

Country Link
US (1) US1087334A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3046749A (en) * 1959-03-19 1962-07-31 Raymond Int Inc Precast piling and splice joint therefor
DE2743639A1 (en) * 1976-09-28 1978-03-30 Neturen Co Ltd CONCRETE SUPPORTS REINFORCED WITH FLEXIBLE ROD AND PROCESS FOR MANUFACTURING THE SAME
US6814525B1 (en) 2000-11-14 2004-11-09 Michael Whitsett Piling apparatus and method of installation
US6938392B2 (en) 2002-08-14 2005-09-06 Newmark International, Inc. Concrete filled pole
US20080157521A1 (en) * 2007-01-03 2008-07-03 Davis Joseph S Anchor pile coupling system
US20080313907A1 (en) * 2005-02-22 2008-12-25 Freyssinet Method For Reinforcing a Metal Tubular Structure
ITMI20111041A1 (en) * 2011-06-09 2012-12-10 Spea Ingegneria Europ S P A ARMOR / INJECTION HOSE FOR THE CONSOLIDATION OF SOIL

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3046749A (en) * 1959-03-19 1962-07-31 Raymond Int Inc Precast piling and splice joint therefor
DE2743639A1 (en) * 1976-09-28 1978-03-30 Neturen Co Ltd CONCRETE SUPPORTS REINFORCED WITH FLEXIBLE ROD AND PROCESS FOR MANUFACTURING THE SAME
US4171176A (en) * 1976-09-28 1979-10-16 Taisei Corporation Flexible bar reinforced concrete pile and method of construction
US6814525B1 (en) 2000-11-14 2004-11-09 Michael Whitsett Piling apparatus and method of installation
US20050031418A1 (en) * 2000-11-14 2005-02-10 Michael Whitsett Piling apparatus and method of installation
US7112012B2 (en) 2000-11-14 2006-09-26 Michael Whitsett Piling apparatus and method of installation
US6938392B2 (en) 2002-08-14 2005-09-06 Newmark International, Inc. Concrete filled pole
US20080313907A1 (en) * 2005-02-22 2008-12-25 Freyssinet Method For Reinforcing a Metal Tubular Structure
US8201332B2 (en) * 2005-02-22 2012-06-19 Soletanche Freyssinet Method for reinforcing a metal tubular structure
US20080157521A1 (en) * 2007-01-03 2008-07-03 Davis Joseph S Anchor pile coupling system
US7854451B2 (en) * 2007-01-03 2010-12-21 Davis Ii Joseph S Anchor pile coupling system
ITMI20111041A1 (en) * 2011-06-09 2012-12-10 Spea Ingegneria Europ S P A ARMOR / INJECTION HOSE FOR THE CONSOLIDATION OF SOIL

Similar Documents

Publication Publication Date Title
US1087334A (en) Incased-concrete piling.
US2627793A (en) Joint construction for paving slabs
US1275910A (en) Method of and apparatus for constructing tunnels.
US1348994A (en) Pile
ES348855A1 (en) Concrete piles and methods and apparatus for forming and splicing them together
US1080283A (en) Incased concrete piling.
US1363115A (en) Tunnel construction
US756640A (en) Anchor.
US909299A (en) Method of reinforcing tubular structures.
US1299787A (en) Post of concrete or other material.
US1068779A (en) Incased concrete piling.
US1907943A (en) Caisson
US2122181A (en) System for concrete constructions
US858742A (en) Pile and method of forming and sinking it.
US1654644A (en) Constructing piles
US951688A (en) Mold.
US757767A (en) Sectional core for making concrete piles.
US1400927A (en) Manhole-form
US1370031A (en) Earth-boring apparatus
US1117204A (en) Post-mold.
US1856609A (en) Pile driving apparatus
US700707A (en) Pile.
RU2002128617A (en) PIPE FORM WITH COMPENSATION OF THEIR SEATING
US1041035A (en) Corrugated concrete pile.
US763213A (en) Method of forming concrete piles.