US955729A - File. - Google Patents

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Publication number
US955729A
US955729A US4????40?A US955729DA US955729A US 955729 A US955729 A US 955729A US 955729D A US955729D A US 955729DA US 955729 A US955729 A US 955729A
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United States
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www
pile
section
point
driving
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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
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US4????40?A
Inventor
Louie E Welsh
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AMERICAN CONCRETE PILING Co
Original Assignee
AMERICAN CONCRETE PILING Co
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/28Placing of hollow pipes or mould pipes by means arranged inside the piles or pipes
    • E02D7/30Placing of hollow pipes or mould pipes by means arranged inside the piles or pipes by driving cores

Definitions

  • My invention relates to certain improvements in the ile and driving mechanism therefor, whi is fully illustrated and claimed in an aglication for tent tiled b me on March 1907, Seria No. 864,6 In the application alluded to the pile point is made in a single piece and the entire 'nt remains in tbe ground when the driving element is withdrawn.
  • the object of. the present invention is to arran a pile and driving mechanism connec therewithl in such a manner that a Kernen of the point can be removed with pile driving device.
  • this construction the entire length of the tubular pile as wel] as the pound under the pile, and if necessary the d dan be further excavated so that the oundetion rockcsnbebaredtoenabletheconcreteto rest directly upon the rock.
  • My invention is articularly adapted for deep ile work ancipiles for this work are usualy)1 of such diameter that a man can be lowered into the pile to ex'cavate the ground, and to examine the pile if desired, before the concrete filling is placed in the tubular pile
  • Fig. 2 is a section on the line 2 2
  • Fig. 8 is a 've 'view of the detachable inner um the point
  • Fig. 4 is a view of the nent outer section ofthe point
  • F' i5 is a sectional view showing the pile after it is filled with concrete
  • Fig. 6 is a sectional view similar to Fig. 1, with the exception that the water pipe is shown so that a water jet can be used to aid in driving the pile into the und
  • Fl 7z is a view of a modification o Fig. 6, and Fi 8, is a view showing the lower section o the hollow cylindrical pile attached to the permanent point section.
  • A' is the tubular shell of the pile made of concrete, prcferabl reinforced in any ordinary manner.
  • is shell is made in sections a', which are preferably coupled so eeeattea of letters Patent.
  • the B is the driving pointl or penetrating element made in two sections B', B.
  • the outer section B is the permanent section and is iii the forni of a ring and it is this section which is left in the ground lifter the ile is driven.
  • the inner section li is prefers ly attached to a tubular drivin form D, either b rivets, as shown at d ig. 1, or screw read es illustrated in 6, so thnt it can be removed with the diivi form, and tho two constitute the driving e ement.
  • the section B has an internal shoulder b u ⁇ which rests a ll b' of the section as clearly shown in Fig.
  • the opening in the section B is preferably ta to correspond with the taper of the- 'on B' lo that as the drivi form with the Movable point section t o the point is driven into the ground it carries with it the ring section B.
  • section B is greater in diameter than the tubular concrete pile section A so'as to materially df:- crease the skin friction on the tubular pile as it is driven and tile ring section also protects the fragile concrete pile.
  • the pile sections are held to the drivi form D buy a clamp ring C which is vertice y iadjustali e on the drivin form D.
  • E is the driving head having a Bange e, which, in the resent instance, enters the driving forni and holds it central and carries a block E' which receives the blow of the hammer of the pile driver.
  • drivin@ form D may be /oi' any len desired and if required may be made in sections and the sections coupled together in any suitable manner.
  • tubular pi e sections A are placed in position around the driving-forni; lower section restin upon the ring section B' of the point B an these sections are held in position by the clamp ring C.
  • the r is simply to insure the cur u sections into the ground wi i t Ae point and the ring is so adjusted as to relieve the pile sections from the blow of the hammer ne niucli iis possible.
  • a sectional point for l. pile comprising Joe. H. Kum, Wm. A. Bnl'.

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  • Engineering & Computer Science (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)
  • Structural Engineering (AREA)
  • Piles And Underground Anchors (AREA)

Description

E. WELSH.
PXLE.
nrmonxon num nm. ze. ma,
Patented Apr. 19, 1910.
I I Il lllll can be examined,
UNITED smirns rsfrm OFFICE.
LOUIS l um, 0l' nimm. mnYLVAIIA, M0101, )Y Dm m Il!!! AIIIOIIINTI, T0 Dim, PIIISYLVANIL,
RUOLI 001m PII-Ila mA, 0! mb A COIIOIATIOI @l1 m m.
To all whom it may concern:
Be it known that I Louis E. lvm", a citizen of uw United sans, aiding in Philadelphia, Pennsylvania have invented certain mprovements in Pi es, of which the following is a specicstion.
My invention relates to certain improvements in the ile and driving mechanism therefor, whi is fully illustrated and claimed in an aglication for tent tiled b me on March 1907, Seria No. 864,6 In the application alluded to the pile point is made in a single piece and the entire 'nt remains in tbe ground when the driving element is withdrawn.
The object of. the present invention is to arran a pile and driving mechanism connec therewithl in such a manner that a Kernen of the point can be removed with pile driving device. B this construction the entire length of the tubular pile as wel] as the pound under the pile, and if necessary the d dan be further excavated so that the oundetion rockcsnbebaredtoenabletheconcreteto rest directly upon the rock.
My invention is articularly adapted for deep ile work ancipiles for this work are usualy)1 of auch diameter that a man can be lowered into the pile to ex'cavate the ground, and to examine the pile if desired, before the concrete filling is placed in the tubular pile In the accompan drawingaz-Figure 1, is a sectional view owing my improved pile and driv' form rtly driven in the jound; Fig. 2, is a section on the line 2 2,
g. 1; Fig. 8, is a 've 'view of the detachable inner um the point; Fig. 4, is a view of the nent outer section ofthe point; F' i5, is a sectional view showing the pile after it is filled with concrete; Fig. 6 is a sectional view similar to Fig. 1, with the exception that the water pipe is shown so that a water jet can be used to aid in driving the pile into the und; Fl 7z is a view of a modification o Fig. 6, and Fi 8, is a view showing the lower section o the hollow cylindrical pile attached to the permanent point section.
A' is the tubular shell of the pile made of concrete, prcferabl reinforced in any ordinary manner. is shell is made in sections a', which are preferably coupled so eeeattea of letters Patent.
Application lied December N, 1900. erlal le. $84.
Patented Apr. 19, 14910.
that one section will aline with another as mentioned in the aforesaid application.
B is the driving pointl or penetrating element made in two sections B', B. The outer section B is the permanent section and is iii the forni of a ring and it is this section which is left in the ground lifter the ile is driven. The inner section li is prefers ly attached to a tubular drivin form D, either b rivets, as shown at d ig. 1, or screw read es illustrated in 6, so thnt it can be removed with the diivi form, and tho two constitute the driving e ement. In thc present instance the section B has an internal shoulder b u `which rests a ll b' of the section as clearly shown in Fig. 1 and the opening in the section B is preferably ta to correspond with the taper of the- 'on B' lo that as the drivi form with the Movable point section t o the point is driven into the ground it carries with it the ring section B.
It will be noticed that the section B is greater in diameter than the tubular concrete pile section A so'as to materially df:- crease the skin friction on the tubular pile as it is driven and tile ring section also protects the fragile concrete pile. The pile sections are held to the drivi form D buy a clamp ring C which is vertice y iadjustali e on the drivin form D.
E is the driving head having a Bange e, which, in the resent instance, enters the driving forni and holds it central and carries a block E' which receives the blow of the hammer of the pile driver.
It will lie' understood that the drivin@ form D may be /oi' any len desired and if required may be made in sections and the sections coupled together in any suitable manner.
It will be seen by the ubove construction that the tubular pi e sections A are placed in position around the driving-forni; lower section restin upon the ring section B' of the point B an these sections are held in position by the clamp ring C. The r is simply to insure the cur u sections into the ground wi i t Ae point and the ring is so adjusted as to relieve the pile sections from the blow of the hammer ne niucli iis possible.
A ftci' the ile is driven into the ndi to the depth esired then the driving form Y) of the pile' IGN) .n N a. m r 7 .mmm u W .mm .mmbmhmw www am w.. emomfw md www. im. memmmmmnn m www mud# le l mem. Mlm .w Y.m mummmmmm. m d @www mm M um y tumm f I ma M @Mmmm www@ u www im@ d mmmtumm. m mpmmmmmmti Mw. m mwm'mmmmwm www M.. ...mm .Mm-mtf-M l .M u l .mmmmmmmmwk ma@ .m um m wmhwmn Mmm. e .m v. adm .W wmwwfwbmm .m .mr Fsmwm @mmm .u .mmmwwmmfmm. mm m mmm .w m. .M Wnnwfj am mwmm www@ .m .MM msymwm M. r .,m .wim .ummm mm B ...i aww p. w...m.,..w...mmm.wmm www www. www@ EMME .m mm... q ..mww .mm tmwmmmhmmtumwm m tmwmmmmvvmmm ,m mman a um mamfm :www .mn 1f c t ...m .mm mwmmfmnmmmmsww maa mw om www. .mmmwm M m DJM Mmmm.. 0U dB....m.....m u u mh r wn.. n .ktd e m mmf wm Ptmhtmmmw www www mmmmmwmwm. .m .M1m-mddmwmmwmmwmmwm-m m mmmm-mwmmmmmm umWmwmmmmmmmmym. mm .mmnd wm.. -,.p M... f .....wt s w1 n .Wm .wwn mnu u 4 ving 'und .2- ...wmw www www@ im .mwwwmmm .m ma m mwrt .www vlwwwm m .m. mwhewmmw. ma .m. mtmmmmmfm hcw. html Mlm .m www. .....murwmmw ...m mmmmwwmm u mm d mm m m m m www.. Mmmmwmmwmm www Mmmm www h dmmdtm n m... .M mmmm Mmmm. www# ....mmmmm .muwmswwmmm .m. wm m MMmMmmmwmm Mmmm.. mrwmm. ...m wmdmm h mmum .0. mnmm... m n www@ of removal independently of the nnmrllr point section to expose the ground under the pile.
8. The combination of a sectional driving form, n sectional point therefor, com rising a central portion connected to the riving form und u ring portion, each of said parts havin r n shoulder for mutual on agement and the centrnl ppl-tion forming tie penetrating element und being removable with the kdriving form, 'Said central portion being apertured and extending beyond `mid ring portion, independent `ections of pipe cnrried by the sections of the driving form und attached to the central portion of tlu` point for the passage of fluid to and throng the apertures of said central portion, and couplinge for said pipe sections.
9. A sectional point for l. pile comprising Joe. H. Kum, Wm. A. Bnl'.
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Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3027724A (en) * 1958-12-17 1962-04-03 Raymond Int Inc Method for making and installing concrete piles and the like
US3289420A (en) * 1964-03-18 1966-12-06 Exxon Production Research Co Method for driving piles
US3289421A (en) * 1964-03-18 1966-12-06 Exxon Production Research Co Method for driving piles
US3312295A (en) * 1965-09-23 1967-04-04 Jr Albert G Bodine Method and apparatus for fluid injection in vibratory driving of piles and the like
US3314241A (en) * 1964-12-21 1967-04-18 Esso Production And Res Compan Method and apparatus for use in driving piles
US3449918A (en) * 1967-01-13 1969-06-17 Gabriel Fuentes Jr Concrete piles and methods and apparatus for forming and splicing them together
US3894589A (en) * 1972-01-03 1975-07-15 Ciraud Leone Isaure Marie Process for positioning various poles and the like and device for embodying the same
US4106299A (en) * 1976-06-18 1978-08-15 Masami Fujii Method for installation of grounding pole
US4749050A (en) * 1987-02-13 1988-06-07 Ritter Lester L Impact tool for tunneling
US4936708A (en) * 1989-10-02 1990-06-26 Perry Robert G Apparatus for directing forward movement of a rod
US5015124A (en) * 1989-10-02 1991-05-14 Perry Robert G Apparatus for directing forward movement of a rod
US5377770A (en) * 1993-03-23 1995-01-03 Ritter; Lester L. Apparatus for improving impact tool lubrication
US5542481A (en) * 1995-04-10 1996-08-06 Kejr Engineering, Inc. Drive point locking method and apparatus
US5694716A (en) * 1994-11-22 1997-12-09 Bible; George R. Root feeding device and associated root feeding method
US6893598B1 (en) * 2003-09-05 2005-05-17 Mark A. March Finishing guide for concrete piers
US20060251479A1 (en) * 2005-05-09 2006-11-09 Mkt Manufacturing, Inc. Lubrication system for pile and method of using the same
US20100061810A1 (en) * 2008-09-09 2010-03-11 Larry Dwayne Breaux Ballasted driven pile

Cited By (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3027724A (en) * 1958-12-17 1962-04-03 Raymond Int Inc Method for making and installing concrete piles and the like
US3289420A (en) * 1964-03-18 1966-12-06 Exxon Production Research Co Method for driving piles
US3289421A (en) * 1964-03-18 1966-12-06 Exxon Production Research Co Method for driving piles
US3314241A (en) * 1964-12-21 1967-04-18 Esso Production And Res Compan Method and apparatus for use in driving piles
US3314240A (en) * 1964-12-21 1967-04-18 Exxon Production Research Co Method and apparatus for use in forming foundations
US3312295A (en) * 1965-09-23 1967-04-04 Jr Albert G Bodine Method and apparatus for fluid injection in vibratory driving of piles and the like
US3449918A (en) * 1967-01-13 1969-06-17 Gabriel Fuentes Jr Concrete piles and methods and apparatus for forming and splicing them together
US3894589A (en) * 1972-01-03 1975-07-15 Ciraud Leone Isaure Marie Process for positioning various poles and the like and device for embodying the same
US4106299A (en) * 1976-06-18 1978-08-15 Masami Fujii Method for installation of grounding pole
US4749050A (en) * 1987-02-13 1988-06-07 Ritter Lester L Impact tool for tunneling
US4936708A (en) * 1989-10-02 1990-06-26 Perry Robert G Apparatus for directing forward movement of a rod
US5015124A (en) * 1989-10-02 1991-05-14 Perry Robert G Apparatus for directing forward movement of a rod
US5377770A (en) * 1993-03-23 1995-01-03 Ritter; Lester L. Apparatus for improving impact tool lubrication
US5694716A (en) * 1994-11-22 1997-12-09 Bible; George R. Root feeding device and associated root feeding method
US5542481A (en) * 1995-04-10 1996-08-06 Kejr Engineering, Inc. Drive point locking method and apparatus
US6893598B1 (en) * 2003-09-05 2005-05-17 Mark A. March Finishing guide for concrete piers
US20060251479A1 (en) * 2005-05-09 2006-11-09 Mkt Manufacturing, Inc. Lubrication system for pile and method of using the same
US7381011B2 (en) 2005-05-09 2008-06-03 Mkt Manufacturing, Inc. Lubrication system for pile and method of using the same
US20100061810A1 (en) * 2008-09-09 2010-03-11 Larry Dwayne Breaux Ballasted driven pile
AU2009212944B2 (en) * 2008-09-09 2011-01-27 Seahorse Equipment Corporation Ballasted driven pile
AU2011200337B2 (en) * 2008-09-09 2012-04-12 Seahorse Equipment Corporation Ballasted driven pile
US8388267B2 (en) 2008-09-09 2013-03-05 Seahorse Equipment Corp Ballasted driven pile

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