US3333428A - Open end cutting shoe - Google Patents

Open end cutting shoe Download PDF

Info

Publication number
US3333428A
US3333428A US404814A US40481464A US3333428A US 3333428 A US3333428 A US 3333428A US 404814 A US404814 A US 404814A US 40481464 A US40481464 A US 40481464A US 3333428 A US3333428 A US 3333428A
Authority
US
United States
Prior art keywords
shoe
ribs
annular body
tubular member
bottom end
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
US404814A
Inventor
John J Dougherty
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 US404814A priority Critical patent/US3333428A/en
Application granted granted Critical
Publication of US3333428A publication Critical patent/US3333428A/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
    • E02D5/72Pile shoes

Definitions

  • a tapered cutting edge is formed on the bottom end of the tubular member below the ends of the ribs.
  • the ribs have bottom tapered cutting edges.
  • the outer surface of the annular body tapers downwardly and outwardly from the tubular member and the bottom ends of the ribs are pointed and disposed in a plane with the plane of the cutting edge of the tubular member.
  • the shoe also may be used for wood piles to facilitate penetration of layers of coarse sand and gravel.
  • Another object of the present invention is to provide a rib-type of open end shoe that acts as a cutter, penetrating heavy layers of dense material such as decomposed rock, that when meeting boulders on its way down to proper bearing material, will either cut through such material or push such material aside, will dislodge large boulders and will prevent compaction of the earth.
  • the shoe When encountering sloping bedrock, the shoe results in a properly seated straight pile with the ribs embedding themselves into rock and gripping such rock firmly. Thus the probability of damaged'or crushed shoes is reduced to a minimum resulting in an economy of operation.
  • a further object of the invention is to provide an openended cutting shoe that is simple and sturdy-in construction and economical to manufacture.
  • FIG. 1 is a side elevational view of a rib-type pile shoe embodying the invention shown seated on the outside end of a pipe.
  • FIG. 2 is a bottom plan view of the shoe.
  • FIG. 3 is a sectional view taken on the line 33 of FIG. 2.
  • FIG. 4 is an enlarged sectional view taken on the line 4-4 of FIG. 2, parts being shown broken away.
  • FIG. 5 is a view similar to FIG. 3 of a shoe embodying a modified form of the invention, the pipe being omitted.
  • FIG. 6 is a view similar to FIG. 5 of a shoe embodying still another modified form of the invention.
  • FIG. 7 is a view similar to FIG. 3 of a shoe embodying yet another modified form of the invention.
  • FIG. 8 is a view similar to FIG. 5 of a shoe embodying a fourth modified form of the invention.
  • FIG. 9 is a similar view of a shoe embodying a fifth modified form of the invention.
  • FIG. 10 is a cross-sectional view taken on the line 10-10 of FIG. 11 of a shoe embodying a sixth modified.
  • FIG. 11 is a bottom plan view of the shoe shown in FIG. 10.
  • FIGS. 1 to 4 there is shown a rib-type driving shoe 10 for a pipe pile 12, which shoe is preferably made of cast steel but may be made of other materials, such as cast iron or other metals or alloyed metals.
  • the shoe 10 is cast with an annular body 14 having a circumferential shoulder 16 adjacent its bottom end as viewed in FIG. 3 and with an outwardly tapering bottom end edge 18.
  • the inner surface of the body tapers downwardly and inwardly to the shoulder 16 as indicated at 20, so as to fit the outside of the pipe 12 so that the pipe can slide down the body 14 to the shoulder 16 and be somewhat wedged therein because of the taper of the body.
  • a series of spaced plate-like ribs 22 are integrally cast on the inner surface of the shoulder 16 and extend radially inwardly thereof.
  • the ribs depend downwardly below the bottom edge 18 of the body 14, with the bottom edges thereof tapering downwardly and inwardly.
  • the bottom edges of the ribs are also formed with opposed slanting portions terminating in knife edges 24.
  • a tubular or hollow cylindrical member 26 is cast integrally with the inner long end edges of the ribs 22.
  • the tubular member is disposed vertically and centrally of the annular body 14, being open top and bottom and having a straight up and down inner surface 28.
  • An annular knife edge 30 is formed on the bottom end of the tubular member 26.
  • the ribs 22 may be welded to the shoulder 16.
  • the pile shoes 10 are made in various sizes corresponding to the various diameters and thicknesses of pipe ordinarily used for piles.
  • the shoe 10 may also be adapted to the various makes and diameters of mandrel driven shells.
  • FIG. 5 differs from FIG. 1 in showing the central tubular member 27 tapered downwardly and inwardly instead of being straight up and down; and
  • FIG. 6 differs from FIG. 1 in showing the ribs 29 extended straight across at the top end edge of the central tubular member 26 to the inner surface of the annular body 14 and extending straight across at the bottom from the bottom end edge of the outer surface of the central tubular member to the inner surface of the annular body, the ribs being rectangular in side elevation.
  • the tapered annular body is made to fit the inside of the pipe 12 so that the body 14 can he slipped up along the inside of the pipe and the pipe is somewhat wedged therein because of the taper of the body 14.
  • the shoulder 16' is wide enough to accommodate the thickness of the pipe 12'. It is then preferable to weld the body 14' to the pipe 12' together to insure that the body will not become dislodged from the pipe when it is driven into the ground.
  • FIG. 8 illustrates a modified form of shoe 10 very much like the shoe 10 of FIG. 1 except that the bottom end edge of the annular body 14 slants downwardly and inwardly as indicated at 34 and not downwardly and outwardly as the bottom end edge 18 shown in FIG. 3, and the upper bottom edges of the ribs 22. extend to the outer surface of the bottom end of the body, thereby eliminating the gutter formed by the downwardly and inwardly slanting bottom edge of the annular body of the shoe of FIG. 1.
  • FIG. 9 Another modified form of shoe 10" is shown in FIG. 9 which differs from the shoe 10 of FIG. 8 in that the central tubular member 26" extends upwardly to the top edge of the annular body 14" and the top edges of the 3 ribs 22" extend downwardly and outwardly from the top edge of the tubular member 26" to the shoulder 16".
  • the bottom straight edges of the ribs extend from the bottom knife edge of the tubular member to the inner surface of the annular body.
  • the shoe 10x has an annular body 14x made to slide inside the inner side of the bottom end of the pipe and fit therein.
  • the shoulder 16x is formed approximately half way up the body of the outside thereof and is sufficiently wide to accommodate the thickness of the pipe.
  • the bottom end edge of the annular body tapers downwardly and inwardly as indicated at 36.
  • the central member 26x extends upwardly to the shoulder 16x and downwardly below the bottom end edge of the annular body 14x and is provided with a knife edge 30x at the bottom end thereof.
  • the ribs 22x at the top extend straight across from the top edge of the central tubular member 26x to the inner surface of the annular body; and at the bottom the ribs extend downwardly below the bottom end edge of the annular body and outwardly to a plane with the bottom end edge of the central tubular member 26x, and extend outwardly to the outer surface of the annular body.
  • the bottom slanting end edges of the ribs are formed with knife edges 24x.
  • the pile during the driving operation it is preferable that all material accumulated in the pile during the driving operation be cleaned out by any of the various methods now in use such as by buckets, clam shell buckets, augers o-r flushed out by air or water.
  • the pile itself must rest on rock and be cleaned out before it can be filled with concrete.
  • the clay layers or beds are broken up so that it is much easier to clean out the pile.
  • the bottom end edge of the annular body, the bottom end edge of the tubular member and the bottom end edges of the ribs act as cutters penetrating heavy layers of dense material such as decomposed rock and sand, that when meeting boulders on the way down will either cut through such material or dislodge or push such material aside.
  • the shoe will not slide 4 oif sloping rock but will embed itself into such rock.
  • a pile driving shoe for vertical downward pentration of soil comprising an annular body, an upwardly facing shoulder on the body intermediate its top and bottom ends, the outer surface of said annular body tapering upwardly and inwardly above said shoulder, a plurality of identical ribs extending downwardly from the bottom end of said annular body, a central tubular member supported by said ribs and extending to a point below the bottom end edge of the annular body, said tubular member having a tapered cutting edge on its bottom end, the bottom edges of said ribs being tapered constituting cutting edges, the outer surface of the annular body, at its bottom end, tapering downwardly and inwardly and the ribs tapering downwardly and outwardly substantially from the central tubular member, the bottom ends of the ribs being pointed and disposed in a plane with the plane of the cutting edge of the central tubular member.

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

J- J- DOUGHERTY OPEN END CUTTING SHOE Aug. 1, 1967 2 Sheets-Sheet 1 Filed Oct. 19, 1964 IN. I I l L INVENTOR. JOHN J DouqHERTY BY w J Myy HTTORNEY 1967 J. J. DOUGHERTY 3,333,428
' OPEN END CUTTING SHOE Filed 06k. 19, 1964 2 Sheets-Sheet 2 INVENTOR JOHN J DOUGHERTY H T TORNE Y United States Patent 3,333,428 OPEN END CUTTING SHOE John J. Daugherty, Cedar Grove, NJ. (262 Rutherford Blvd., Clifton, NJ. 07014) Filed Oct. 19, 1964, Ser. No. 404,814 1 Claim. (Cl. 61--53) ABSTRACT OF THE DISCLOSURE A pile driving shoe for vertical downward penetration of soil. The shoe has an annular body with an intermediate shoulder. Ribs extend from the shoulder. A central tubular member is supported by the ribs and extends below the bottom end edges of the body. A tapered cutting edge is formed on the bottom end of the tubular member below the ends of the ribs. The ribs have bottom tapered cutting edges. The outer surface of the annular body tapers downwardly and outwardly from the tubular member and the bottom ends of the ribs are pointed and disposed in a plane with the plane of the cutting edge of the tubular member.
Broadly, it is an important object of the present invention to provide a novel operated cutting shoe for use as a tip for piles which can be driven through layers of gravel, hardpan and coarse sand to rock or gravel boulder formations overlying rock. The shoe also may be used for wood piles to facilitate penetration of layers of coarse sand and gravel.
Another object of the present invention is to provide a rib-type of open end shoe that acts as a cutter, penetrating heavy layers of dense material such as decomposed rock, that when meeting boulders on its way down to proper bearing material, will either cut through such material or push such material aside, will dislodge large boulders and will prevent compaction of the earth. When encountering sloping bedrock, the shoe results in a properly seated straight pile with the ribs embedding themselves into rock and gripping such rock firmly. Thus the probability of damaged'or crushed shoes is reduced to a minimum resulting in an economy of operation.
A further object of the invention is to provide an openended cutting shoe that is simple and sturdy-in construction and economical to manufacture.
For further comprehension of the invention and of the objects and advantages thereof, reference will be had to the following description and accompanying drawings and to the appended claim wherein the novel features will be more particularly set forth.
In the accompanying drawings forming a material part of this disclosure:
FIG. 1 is a side elevational view of a rib-type pile shoe embodying the invention shown seated on the outside end of a pipe.
FIG. 2 is a bottom plan view of the shoe.
FIG. 3 is a sectional view taken on the line 33 of FIG. 2.
FIG. 4 is an enlarged sectional view taken on the line 4-4 of FIG. 2, parts being shown broken away.
FIG. 5 is a view similar to FIG. 3 of a shoe embodying a modified form of the invention, the pipe being omitted.
FIG. 6 is a view similar to FIG. 5 of a shoe embodying still another modified form of the invention.
FIG. 7 is a view similar to FIG. 3 of a shoe embodying yet another modified form of the invention.
FIG. 8 is a view similar to FIG. 5 of a shoe embodying a fourth modified form of the invention.
FIG. 9 is a similar view of a shoe embodying a fifth modified form of the invention.
3,333,428 Patented Aug. 1, 1967 FIG. 10 is a cross-sectional view taken on the line 10-10 of FIG. 11 of a shoe embodying a sixth modified.
form of the invention.
FIG. 11 is a bottom plan view of the shoe shown in FIG. 10.
Referring in detail to the various views of the drawings, in FIGS. 1 to 4, there is shown a rib-type driving shoe 10 for a pipe pile 12, which shoe is preferably made of cast steel but may be made of other materials, such as cast iron or other metals or alloyed metals. The shoe 10 is cast with an annular body 14 having a circumferential shoulder 16 adjacent its bottom end as viewed in FIG. 3 and with an outwardly tapering bottom end edge 18. The inner surface of the body tapers downwardly and inwardly to the shoulder 16 as indicated at 20, so as to fit the outside of the pipe 12 so that the pipe can slide down the body 14 to the shoulder 16 and be somewhat wedged therein because of the taper of the body.
In accordance with the present invention, a series of spaced plate-like ribs 22 are integrally cast on the inner surface of the shoulder 16 and extend radially inwardly thereof. The ribs depend downwardly below the bottom edge 18 of the body 14, with the bottom edges thereof tapering downwardly and inwardly. The bottom edges of the ribs are also formed with opposed slanting portions terminating in knife edges 24. A tubular or hollow cylindrical member 26 is cast integrally with the inner long end edges of the ribs 22. The tubular member is disposed vertically and centrally of the annular body 14, being open top and bottom and having a straight up and down inner surface 28. An annular knife edge 30 is formed on the bottom end of the tubular member 26.
Instead of the ribs 22 being integrally cast as aforesaid, the ribs may be welded to the shoulder 16.
The pile shoes 10 are made in various sizes corresponding to the various diameters and thicknesses of pipe ordinarily used for piles. The shoe 10 may also be adapted to the various makes and diameters of mandrel driven shells.
FIG. 5 differs from FIG. 1 in showing the central tubular member 27 tapered downwardly and inwardly instead of being straight up and down; and FIG. 6 differs from FIG. 1 in showing the ribs 29 extended straight across at the top end edge of the central tubular member 26 to the inner surface of the annular body 14 and extending straight across at the bottom from the bottom end edge of the outer surface of the central tubular member to the inner surface of the annular body, the ribs being rectangular in side elevation.
In the modified form of shoe 10' shown in FIG. 7, the tapered annular body is made to fit the inside of the pipe 12 so that the body 14 can he slipped up along the inside of the pipe and the pipe is somewhat wedged therein because of the taper of the body 14. The shoulder 16' is wide enough to accommodate the thickness of the pipe 12'. It is then preferable to weld the body 14' to the pipe 12' together to insure that the body will not become dislodged from the pipe when it is driven into the ground.
FIG. 8 illustrates a modified form of shoe 10 very much like the shoe 10 of FIG. 1 except that the bottom end edge of the annular body 14 slants downwardly and inwardly as indicated at 34 and not downwardly and outwardly as the bottom end edge 18 shown in FIG. 3, and the upper bottom edges of the ribs 22. extend to the outer surface of the bottom end of the body, thereby eliminating the gutter formed by the downwardly and inwardly slanting bottom edge of the annular body of the shoe of FIG. 1.
Another modified form of shoe 10" is shown in FIG. 9 which differs from the shoe 10 of FIG. 8 in that the central tubular member 26" extends upwardly to the top edge of the annular body 14" and the top edges of the 3 ribs 22" extend downwardly and outwardly from the top edge of the tubular member 26" to the shoulder 16". The bottom straight edges of the ribs extend from the bottom knife edge of the tubular member to the inner surface of the annular body.
In this form of shoe the straight bottom edges 24" of the ribs together with the knife edge around the bottom edge of the central tubular member cut through the gravel, hardpan, boulders and rock.
Referring now to the modified form of shoe 10x shown in FIGS. 10 and 11, herein the shoe 10x has an annular body 14x made to slide inside the inner side of the bottom end of the pipe and fit therein. The shoulder 16x is formed approximately half way up the body of the outside thereof and is sufficiently wide to accommodate the thickness of the pipe. The bottom end edge of the annular body tapers downwardly and inwardly as indicated at 36.
The central member 26x extends upwardly to the shoulder 16x and downwardly below the bottom end edge of the annular body 14x and is provided with a knife edge 30x at the bottom end thereof. The ribs 22x at the top extend straight across from the top edge of the central tubular member 26x to the inner surface of the annular body; and at the bottom the ribs extend downwardly below the bottom end edge of the annular body and outwardly to a plane with the bottom end edge of the central tubular member 26x, and extend outwardly to the outer surface of the annular body. The bottom slanting end edges of the ribs are formed with knife edges 24x.
In the use of the improved shoe, it is preferable that all material accumulated in the pile during the driving operation be cleaned out by any of the various methods now in use such as by buckets, clam shell buckets, augers o-r flushed out by air or water. In other words, the pile itself must rest on rock and be cleaned out before it can be filled with concrete. When using the improved shoe in penetrating clay layers, the clay layers or beds are broken up so that it is much easier to clean out the pile.
In all forms of the shoe, the bottom end edge of the annular body, the bottom end edge of the tubular member and the bottom end edges of the ribs act as cutters penetrating heavy layers of dense material such as decomposed rock and sand, that when meeting boulders on the way down will either cut through such material or dislodge or push such material aside. The shoe will not slide 4 oif sloping rock but will embed itself into such rock.
When encountering sloping bedrock, the ribs will embed themselves into such rock and grip such rock firmly resulting in a properly seated straight and plumb pile. The shoe will not be crushed by projecting rock and will reduce the danger of pile failure due to overdriving.
While I have illustrated and described the preferred embodiments of my invention, it will be understood that changes might be made therein without departingfrom the principle of the invention and I desire therefore to be limited only by the state of the prior art and the appended claim.
I claim:
A pile driving shoe for vertical downward pentration of soil comprising an annular body, an upwardly facing shoulder on the body intermediate its top and bottom ends, the outer surface of said annular body tapering upwardly and inwardly above said shoulder, a plurality of identical ribs extending downwardly from the bottom end of said annular body, a central tubular member supported by said ribs and extending to a point below the bottom end edge of the annular body, said tubular member having a tapered cutting edge on its bottom end, the bottom edges of said ribs being tapered constituting cutting edges, the outer surface of the annular body, at its bottom end, tapering downwardly and inwardly and the ribs tapering downwardly and outwardly substantially from the central tubular member, the bottom ends of the ribs being pointed and disposed in a plane with the plane of the cutting edge of the central tubular member.
References Cited UNITED STATES PATENTS 226,237 4/1880 Maclay 61-53 228,467 6/1880 Maclay 61-53 262,569 8/1882 Case 61-53 1,252,426 1/1918 Gnade -402 2,562,860 7/1951 CObi 61-53 2,821,069 1/1958 Fox 61-53 2,864,241 12/1958 Fiore et a1. 61-53 2,874,547 2/1959 Fiore et al. 175-414 X 2,932,952 4/1960 Fox 61-53 3,218,813 11/1965 Fiore 175-19 X CHARLES E. OCONNELL, Primary Examiner.
I. A. CALVERT, Assistant Examiner.
US404814A 1964-10-19 1964-10-19 Open end cutting shoe Expired - Lifetime US3333428A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US404814A US3333428A (en) 1964-10-19 1964-10-19 Open end cutting shoe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US404814A US3333428A (en) 1964-10-19 1964-10-19 Open end cutting shoe

Publications (1)

Publication Number Publication Date
US3333428A true US3333428A (en) 1967-08-01

Family

ID=23601162

Family Applications (1)

Application Number Title Priority Date Filing Date
US404814A Expired - Lifetime US3333428A (en) 1964-10-19 1964-10-19 Open end cutting shoe

Country Status (1)

Country Link
US (1) US3333428A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3543524A (en) * 1969-06-20 1970-12-01 Armco Steel Corp Thin-walled pile with closure plug
US3683633A (en) * 1969-07-10 1972-08-15 Tot Aanneming Van Werken Voorh Metal foundation pile
US3724223A (en) * 1970-11-27 1973-04-03 C Pepe One piece, drive fit, closure cap and sleeve for piles
US20050186034A1 (en) * 2004-02-20 2005-08-25 Hall David B. Foundation support system and method
US20150023739A1 (en) * 2012-04-20 2015-01-22 Tiroler Rohre GmbH Drive point for a pile

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US226237A (en) * 1880-04-06 Iron pile
US228467A (en) * 1880-06-08 Iron pile
US262569A (en) * 1882-08-15 Henry case
US1252426A (en) * 1915-07-24 1918-01-08 Oil Well Supply Co Apparatus employed in the formation of wells.
US2562860A (en) * 1947-04-19 1951-07-31 Dougherty J J Shoe or tip for wooden piles
US2821069A (en) * 1955-11-07 1958-01-28 Joseph H Fox Composite wood and concrete pile
US2864241A (en) * 1955-12-20 1958-12-16 Fiore Driving points for piles
US2874547A (en) * 1956-04-18 1959-02-24 Fiore Pile driving point and ram for open end pipe piles and h-beam bearing piles
US2932952A (en) * 1954-09-17 1960-04-19 Joseph H Fox Composite wood and concrete pile and connector for the same
US3218813A (en) * 1962-04-30 1965-11-23 Foundation Specialties Inc Driving shoe for use with wood pile

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US226237A (en) * 1880-04-06 Iron pile
US228467A (en) * 1880-06-08 Iron pile
US262569A (en) * 1882-08-15 Henry case
US1252426A (en) * 1915-07-24 1918-01-08 Oil Well Supply Co Apparatus employed in the formation of wells.
US2562860A (en) * 1947-04-19 1951-07-31 Dougherty J J Shoe or tip for wooden piles
US2932952A (en) * 1954-09-17 1960-04-19 Joseph H Fox Composite wood and concrete pile and connector for the same
US2821069A (en) * 1955-11-07 1958-01-28 Joseph H Fox Composite wood and concrete pile
US2864241A (en) * 1955-12-20 1958-12-16 Fiore Driving points for piles
US2874547A (en) * 1956-04-18 1959-02-24 Fiore Pile driving point and ram for open end pipe piles and h-beam bearing piles
US3218813A (en) * 1962-04-30 1965-11-23 Foundation Specialties Inc Driving shoe for use with wood pile

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3543524A (en) * 1969-06-20 1970-12-01 Armco Steel Corp Thin-walled pile with closure plug
US3683633A (en) * 1969-07-10 1972-08-15 Tot Aanneming Van Werken Voorh Metal foundation pile
US3724223A (en) * 1970-11-27 1973-04-03 C Pepe One piece, drive fit, closure cap and sleeve for piles
US20050186034A1 (en) * 2004-02-20 2005-08-25 Hall David B. Foundation support system and method
US6951437B2 (en) 2004-02-20 2005-10-04 Hall David B Foundation support system and method
US20150023739A1 (en) * 2012-04-20 2015-01-22 Tiroler Rohre GmbH Drive point for a pile
US9725865B2 (en) * 2012-04-20 2017-08-08 Tiroler Rohre GmbH Drive point for a pile

Similar Documents

Publication Publication Date Title
US2874547A (en) Pile driving point and ram for open end pipe piles and h-beam bearing piles
US3487646A (en) Load bearing pile
JP5932124B1 (en) Steel pipe pile construction method
JP4486585B2 (en) Groundwater drain method
US3333428A (en) Open end cutting shoe
US1681883A (en) Method of producing and placing piles
US2864241A (en) Driving points for piles
US3921410A (en) System and method of permafrost pile forming
JP5799474B2 (en) Retaining method for retaining wall
US969136A (en) Pile and method of making the same.
JP2021095812A (en) Anchor pipe and slope face reinforcement method
US1907854A (en) Sinking foundation
US3333430A (en) Boot for pipe pile
US3306054A (en) Skirt type pile driving point
US1296628A (en) Stabilizing foundation.
CN208815523U (en) A kind of construction tool for hole making by vibration
JP2000110178A (en) Soil-improvement method by rotational press-in pipe pile, pipe-jacking burying method for rotational press-in pipe pile, and rotational press-in pipe pile
US739268A (en) Process of making concrete piles.
JP2003096773A (en) Steel pipe pile and its embedding method
JP3306460B2 (en) Pile driving method
US788410A (en) Concrete casing.
JP3706677B2 (en) Hard rock layer excavation method
JPH0660495B2 (en) Foundation pile construction equipment
KR100420493B1 (en) A steel conduit post for ground-making
US918100A (en) Method of underpinning and supporting walls.