US2050215A - Apparatus for driving pile shells - Google Patents

Apparatus for driving pile shells Download PDF

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Publication number
US2050215A
US2050215A US664517A US66451733A US2050215A US 2050215 A US2050215 A US 2050215A US 664517 A US664517 A US 664517A US 66451733 A US66451733 A US 66451733A US 2050215 A US2050215 A US 2050215A
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Prior art keywords
casing
shell
driving
core
boot
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Expired - Lifetime
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US664517A
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Elihu D Watt
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Raymond Concrete Pile Co
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Raymond Concrete Pile Co
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Publication date
Application filed by Raymond Concrete Pile Co filed Critical Raymond Concrete Pile Co
Priority to US664517A priority Critical patent/US2050215A/en
Priority to US742459A priority patent/US2050217A/en
Priority to US742457A priority patent/US2050216A/en
Priority to US29509A priority patent/US2099664A/en
Application granted granted Critical
Publication of US2050215A publication Critical patent/US2050215A/en
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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

  • This invention pertainsto the manufacture of concrete piles in which the thin, comparatively delicate shell used as a permanent mold for the concrete is surrounded and protected during the driving operation by a heavy tubular casing which is subsequently removed.
  • a similar method for protecting the shell is shown in Smith Patent No. 1,890,268, which discloses the method in connection with the formation of the upper sections of composite piles.
  • An object of the present invention is to extend the use of the Smith method to other and more difficult situations.
  • One method now in use for forming concrete piles by the use of a protecting casing comprises the following steps:
  • the boot is attached not to the casing, but to the permanent shell, thus preventing entrance of water or mud, and means are provided for holding the empty shell in position while the casing is withdrawn, thereby obviating the necessity for any lost time in the use of the driving apparatus.
  • Fig. 1 shows a shell, casing and driving core at conclusion of driving operation.
  • Fig. 2 shows the core and easing of Fig. 1 partially withdrawn leaving the empty shell in position in the ground.
  • Fig. 3 is an enlarged detail view of the lower part of Fig. 1.
  • Fig. 4 is an enlarged view of a modification of Fig. 3 in which the casing is shorter than normal, thereby leaving the lower end of the shell exposed.
  • Fig. 5 shows a modified form of the upper end of the apparatus, a removable ring being inserted between the drive head and the top of the casing.
  • the pile shell is provided at its lower end with a welded-on sheet-steel boot 22.
  • shell 20 is, for convenience, often threaded into a sleeve 23, which is in turn welded to the boot (Fig. 3).
  • the hollow drive core 24 within the shell is joined at its upper end to the drive head 26, while the casing 28 is provided at its top with a ring 30 having hooks 32 adapted for engagement by links 34 hanging from the drive head.
  • collar 30 is in contact with the under surface of the drive head, and after the driving is finished, hooks 32 serve as convenient means for engaging the casing to withdraw it from its position about the shell.
  • a shoe 36 Forming the lower end of drive core 24 is a shoe 36 having its lower surface formed to fit the inner surface of boot 22.
  • the boot is provided, near its top, with a circumferential bead 38, and above the head is an angle ring 40, fitted as shown, snugly around the top of the boot.
  • the bottom of casing 28 engages ring 40 as shown, and the ring serves, during driving, to prevent entrance of material between casing and shell.
  • ring 40 serves also as a plow in advance of the casing.
  • the drive core and casing may be withdrawn together as indicated in Fig. 2, leaving shell 20, boot 22 and ring 40 in place.
  • any attempt of shell 20 to follow the casing and core is usually prevented by engagement of the surrounding earth with ring 40, which in turn engages bead 38 on the boot.
  • the arrangement shown in Fig. 4 may be used.
  • the casing 28 is shorter than usual, leaving exposed a portion of the lower part of the shell above the boot. Since the exposed portion is subject to abrasion during driving, that portion is made of thicker metal than usual, or the exposed part is reinforced by an external sleeve 42 which may be threaded onto shell 20 and, as shown, may be welded to boot 22.
  • the top of sleeve 42 is preferably uncorrugated as at 44 to better contact with angle ring 46, which, like ring 40, serves to close the space between shell 20 and casing 28, but unlike ring 40, does not need to project horizontally beyond casing 28 because in this modification the ring is not relied upon to engage the earth to prevent rising of the shell. The rising is prevented by engagement of the earth with the portion of the shell below ring 46,
  • Fig. 5 shows a modification of the arrangement of Figs. 1 and 2, in which, prior to driving, a removable collar 98 split as indicated by dotted lines 99 is placed between drive head 26 and casing collar 30. After driving of core, shell and casing is completed, collar 98 is removed to permit driving core and shell (without the casing) to an additional depth equal to or less than the height of collar 98. This affords a convenient means for testing the point resistance.
  • This extra driving causes the lower end of the shell to emerge from the casing, and under some conditions provides sufiicient anchorage for the shell (along the lines of Fig. 4) while core and casing are withdrawn. Since the shell is protected by the casing during the entire driving operation until collar 98 is removed, the bottom of the shell is subject to abrasion only during the final driving and does not require the extensive reinforcement shown in Fig. 4.
  • Apparatus for sinking into the ground a pile shell having a boot comprising in combination, a drive head, a drive core attached to said drive head, a casing surrounding said core and spaced therefrom, and means for detachably connecting said casing to said head for the purpose set forth.
  • Apparatus for sinking into the ground a pile shell having a boot comprising in combination, a drive head, a drive core attached to said drive head, a casing surrounding said core and spaced therefrom, and removable means interconnecting said head and said casing in spaced driving relation.
  • Apparatus for sinking into the ground a pile shell having a boot comprising in combination a drive head, a drive core attached to said drive head, a casing surrounding said core and spaced therefrom, a removable split sleeve interconnecting said head and said casing in spaced driving relation.

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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)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Description

' 3 E. D. WATT 2,050,215 7 APPARATUS FOR DRIVING FILE SHELLS Filed April 5, i955 2 Sheets-Sheet l V BY. At v 36 ATTORN$ Aug. 4, 1936.
E. D. WATT APPARATUS FOR DRIVING FILE. SHELLS Filed April 5, 1953 2 Sheets-Sheet 2 Patented Aug. 4, 1936 UNITED STATES PATENT OFFICE APPARATUS FOR DRIVING PILE SHELLS Application April 5, 1933, Serial No. 664,517
3 Claims.
This invention pertainsto the manufacture of concrete piles in which the thin, comparatively delicate shell used as a permanent mold for the concrete is surrounded and protected during the driving operation by a heavy tubular casing which is subsequently removed. A similar method for protecting the shell is shown in Smith Patent No. 1,890,268, which discloses the method in connection with the formation of the upper sections of composite piles.
An object of the present invention is to extend the use of the Smith method to other and more difficult situations.
One method now in use for forming concrete piles by the use of a protecting casing comprises the following steps:
1. Driving a protecting casing by means of a driving core (a sheet metal boot is usually placed over the lower end of core and casing).
2. Withdrawing the core, leaving the casing in the ground.
3. Inserting a permanent thin shell into the casing.
4. Filling the shell with concrete.
5. Withdrawing the protecting casing.
In the above process, when Water or mud leaks past the sheet metal boot into the casing, the concrete is deposited through such water or mud, thus impairing the quality of the job. The protecting casing cannot safely be withdrawn until the shell is filled with concrete because withdrawal of the casing would almost certainly dislodge the empty shell from its proper position.
This makes it necessary to keep the driving and hoisting apparatus in position until the concrete is poured, or else to return the apparatus after the pouring, in order to remove the casing. Since the pouring of the concrete takes considerable time, the driving and hoisting apparatus is tied up for considerable periods of waiting when it might otherwise be profitably employed, thus adding greatly to the cost of the work.
In the present invention the boot is attached not to the casing, but to the permanent shell, thus preventing entrance of water or mud, and means are provided for holding the empty shell in position while the casing is withdrawn, thereby obviating the necessity for any lost time in the use of the driving apparatus.
Further and other objects and advantages will be apparent from the specification and claims, and from the accompanying drawings which illustrate what is now considered the preferred embodiment of the invention.
Fig. 1 shows a shell, casing and driving core at conclusion of driving operation.
Fig. 2 shows the core and easing of Fig. 1 partially withdrawn leaving the empty shell in position in the ground.
Fig. 3 is an enlarged detail view of the lower part of Fig. 1.
Fig. 4 is an enlarged view of a modification of Fig. 3 in which the casing is shorter than normal, thereby leaving the lower end of the shell exposed.
Fig. 5 shows a modified form of the upper end of the apparatus, a removable ring being inserted between the drive head and the top of the casing.
Referring to Fig. 1, the pile shell, designated 2!], is provided at its lower end with a welded-on sheet-steel boot 22. In actual practice shell 20 is, for convenience, often threaded into a sleeve 23, which is in turn welded to the boot (Fig. 3). The hollow drive core 24 within the shell is joined at its upper end to the drive head 26, while the casing 28 is provided at its top with a ring 30 having hooks 32 adapted for engagement by links 34 hanging from the drive head. During the driving operation collar 30 is in contact with the under surface of the drive head, and after the driving is finished, hooks 32 serve as convenient means for engaging the casing to withdraw it from its position about the shell.
Forming the lower end of drive core 24 is a shoe 36 having its lower surface formed to fit the inner surface of boot 22. The boot is provided, near its top, with a circumferential bead 38, and above the head is an angle ring 40, fitted as shown, snugly around the top of the boot. The bottom of casing 28 engages ring 40 as shown, and the ring serves, during driving, to prevent entrance of material between casing and shell. During driving, ring 40 serves also as a plow in advance of the casing.
After the driving operation is finished as in Fig. 1, the drive core and casing may be withdrawn together as indicated in Fig. 2, leaving shell 20, boot 22 and ring 40 in place. During withdrawal, any attempt of shell 20 to follow the casing and core is usually prevented by engagement of the surrounding earth with ring 40, which in turn engages bead 38 on the boot.
In case the resistance of ring 40 is not suflicient to prevent the shell from following the core and easing during their withdrawal, the arrangement shown in Fig. 4 may be used. In this modification the casing 28 is shorter than usual, leaving exposed a portion of the lower part of the shell above the boot. Since the exposed portion is subject to abrasion during driving, that portion is made of thicker metal than usual, or the exposed part is reinforced by an external sleeve 42 which may be threaded onto shell 20 and, as shown, may be welded to boot 22. The top of sleeve 42 is preferably uncorrugated as at 44 to better contact with angle ring 46, which, like ring 40, serves to close the space between shell 20 and casing 28, but unlike ring 40, does not need to project horizontally beyond casing 28 because in this modification the ring is not relied upon to engage the earth to prevent rising of the shell. The rising is prevented by engagement of the earth with the portion of the shell below ring 46,
Fig. 5 shows a modification of the arrangement of Figs. 1 and 2, in which, prior to driving, a removable collar 98 split as indicated by dotted lines 99 is placed between drive head 26 and casing collar 30. After driving of core, shell and casing is completed, collar 98 is removed to permit driving core and shell (without the casing) to an additional depth equal to or less than the height of collar 98. This affords a convenient means for testing the point resistance. This extra driving causes the lower end of the shell to emerge from the casing, and under some conditions provides sufiicient anchorage for the shell (along the lines of Fig. 4) while core and casing are withdrawn. Since the shell is protected by the casing during the entire driving operation until collar 98 is removed, the bottom of the shell is subject to abrasion only during the final driving and does not require the extensive reinforcement shown in Fig. 4.
It is to be understood that the invention is not limited to the specific embodiment herein illustrated and described, but may be used in other ways without departure from its spirit as defined by the following claims.
I claim:
1. Apparatus for sinking into the ground a pile shell having a boot, comprising in combination, a drive head, a drive core attached to said drive head, a casing surrounding said core and spaced therefrom, and means for detachably connecting said casing to said head for the purpose set forth.
2. Apparatus for sinking into the ground a pile shell having a boot, comprising in combination, a drive head, a drive core attached to said drive head, a casing surrounding said core and spaced therefrom, and removable means interconnecting said head and said casing in spaced driving relation.
3. Apparatus for sinking into the ground a pile shell having a boot, comprising in combination a drive head, a drive core attached to said drive head, a casing surrounding said core and spaced therefrom, a removable split sleeve interconnecting said head and said casing in spaced driving relation.
ELIHU D. WATT.
US664517A 1933-04-05 1933-04-05 Apparatus for driving pile shells Expired - Lifetime US2050215A (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
US664517A US2050215A (en) 1933-04-05 1933-04-05 Apparatus for driving pile shells
US742459A US2050217A (en) 1933-04-05 1934-08-31 Method of testing the point bearing capacity of a pile shell
US742457A US2050216A (en) 1933-04-05 1934-08-31 Apparatus for testing the point bearing capacity of a driven pile shell
US29509A US2099664A (en) 1933-04-05 1935-07-02 Apparatus for driving pile shells

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US664517A US2050215A (en) 1933-04-05 1933-04-05 Apparatus for driving pile shells

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2555359A (en) * 1947-11-12 1951-06-05 Louis S Wertz Pile structure and method of making same
US2911795A (en) * 1955-12-07 1959-11-10 Walter H Cobi Mandrel for driving pile shells
US2996888A (en) * 1959-01-26 1961-08-22 Raymond Int Inc Hydraulic pile puller
US3187513A (en) * 1962-08-24 1965-06-08 Shell Oil Co Method of driving piles
US3330120A (en) * 1964-12-28 1967-07-11 Atkinson Guy F Co Weep valve with inserting device

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2555359A (en) * 1947-11-12 1951-06-05 Louis S Wertz Pile structure and method of making same
US2911795A (en) * 1955-12-07 1959-11-10 Walter H Cobi Mandrel for driving pile shells
US2996888A (en) * 1959-01-26 1961-08-22 Raymond Int Inc Hydraulic pile puller
US3187513A (en) * 1962-08-24 1965-06-08 Shell Oil Co Method of driving piles
US3330120A (en) * 1964-12-28 1967-07-11 Atkinson Guy F Co Weep valve with inserting device

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