US3487646A - Load bearing pile - Google Patents
Load bearing pile Download PDFInfo
- Publication number
- US3487646A US3487646A US753406A US3487646DA US3487646A US 3487646 A US3487646 A US 3487646A US 753406 A US753406 A US 753406A US 3487646D A US3487646D A US 3487646DA US 3487646 A US3487646 A US 3487646A
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- US
- United States
- Prior art keywords
- pipe
- cylinder
- pile
- load bearing
- ground
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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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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/60—Piles with protecting cases
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/24—Prefabricated piles
- E02D5/30—Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete
Definitions
- FIG. 1 is a cut away side view of my pile;
- FIG. 2 is a view through 22 in FIG 1; and
- FIG. 3 is a view through 3-3 in FIG 1.
- an elongated hollow steel pipe 10 filled with concrete 12 reinforced with rods 14, extends downward from above the ground level 16 to a considerable depth with the bottom end resting on rock 18.
- the earth is formed of soft clay.
- the outer surface of pipe carries four vertical equidistantly spaced lands 20.
- a second hollow pipe 22 of larger diameter is dis- 3,487,646 Patented Jan. 6, I970 ice posed concentrically about pipe 10 and has vertical valleys 24 in which lands 20 are slidably disposed.
- the bottom end of pipe 22 is disposed above that of pipe 10 to avoid bearing on the rock.
- the top end of the pipe 22 extends above ground level but below the top end of pipe 10.
- cap 26 which extends radially past pipe 22.
- a horizontal ring 28 has a central opening through which pipe 22 extends. This ring is secured to pipe 22 and in addition is connected thereto by four equidistantly spaced vertical stiffeners 30. The ring is disposed in the ground below the frost line 32 to prevent pipe 22 from sinking. After the hole is dug to accommodate the ring and stiifeners, the space above the ring can be filled with gravel 34. Ground negative pressure is then transmitted to pipe 22 as indicated by the inclined arrows in FIG. 1 which is retransmitted to pipe 10.
- a load bearing pile adapted to be inserted into the ground comprising:
- a first vertical hollow cylinder having its lower open end extending into the ground, and its upper open end extending above the ground;
- a horizontal ring having a central opening through which said second cylinder extends, said disc being peripherally secured to the second cylinder, said ring being disposed in the ground below the frost line.
- a pile as set forth in claim 1 further including stiifeners secured between said ring and the outer surface of the second cylinder.
- a pile as set forth in claim 4 further including a cap secured to the upper end of the first cylinder and extending radially beyond the second cylinder.
Description
Jan. 6, 1970 P. H. GATIEN LOAD BEARING FILE Filed Aug. 19, 1968 Ill/Ill I N VEN TOR. PAUL HENRI 64 TIE N United States Patent 3,487,646 LOAD BEARING PILE Paul Henri Gatien, 5810 Park St., Pierrefonds, Quebec, Canada Filed Aug. 19, 1968, Ser. No. 753,406 Int. Cl. E02d /30, 5/38, 5/52 US. C]. 61-53 5 Claims ABSTRACT OF THE DISCLOSURE SUMMARY OF THE INVENTION When building roads, bridges or buildings, the engineers often encounter bad carrying grounds, say like soft clay to depths 100 to 300 or more. It is not economical to use standard bearing piles, even if the piles are made of an outside steel pipe filled with reinforced concrete. Because the engineer has to take into consideration (1) the initial load, (2) the impact, (3) the bending moment of the long pile, and (4) the negative soil pressure due to bridge abutment, etc., and his answer would be a very large diameter pipe filled with reinforced concrete. The bigger the pipe, the bigger the load of the soil negative pressure, and a greater load to be carried by the rock at the bottom of the pile.
With my invention the designer needs only to take care of the load required plus the impacts, thus reducing the size of the steel pipe to be filled with reinforced concrete. He does not have to take care of the bending moment of the pile, because the pile would be touching at some points along the outside pipe and the friction would be nearly nil. We can say that the inside pier is free. The outside pipe is floating in the earth and releases the main pile from surrounding soil negative pressure. As a result, a pile in accordance with my invention can be used at greater depths and yet employ a smaller diameter pipe.
BRIEF DESCRIPTION OF THE DRAWINGS In the drawings:
FIG. 1 is a cut away side view of my pile; FIG. 2 is a view through 22 in FIG 1; and FIG. 3 is a view through 3-3 in FIG 1.
DETAILED DESCRIPTION OF PREFERRED EMBODIMENT Referring now to FIGS. 1-3, an elongated hollow steel pipe 10, filled with concrete 12 reinforced with rods 14, extends downward from above the ground level 16 to a considerable depth with the bottom end resting on rock 18. Typically the earth is formed of soft clay. The outer surface of pipe carries four vertical equidistantly spaced lands 20.
A second hollow pipe 22 of larger diameter is dis- 3,487,646 Patented Jan. 6, I970 ice posed concentrically about pipe 10 and has vertical valleys 24 in which lands 20 are slidably disposed. The bottom end of pipe 22 is disposed above that of pipe 10 to avoid bearing on the rock. The top end of the pipe 22 extends above ground level but below the top end of pipe 10.
The top end of pipe 10 is covered by cap 26 which extends radially past pipe 22.
A horizontal ring 28 has a central opening through which pipe 22 extends. This ring is secured to pipe 22 and in addition is connected thereto by four equidistantly spaced vertical stiffeners 30. The ring is disposed in the ground below the frost line 32 to prevent pipe 22 from sinking. After the hole is dug to accommodate the ring and stiifeners, the space above the ring can be filled with gravel 34. Ground negative pressure is then transmitted to pipe 22 as indicated by the inclined arrows in FIG. 1 which is retransmitted to pipe 10.
While I have described my invention with particular reference to the drawings, such is not to be considered as limiting its actual scope.
Having thus described this invention, what is asserted as new is:
1. A load bearing pile adapted to be inserted into the ground comprising:
a first vertical hollow cylinder having its lower open end extending into the ground, and its upper open end extending above the ground;
a second vertical hollow cylinder of larger diameter concentrically disposed about the first cylinder, the lower end of the second cylinder being disposed above the lower end of the first cylinder in the ground, the upper end of the second cylinder extending above the ground and disposed below the upper end of the first cylinder;
guide means secured to the inner surface of the second cylinder and to the outer surface of the first cylinder to permit the second cylinder to slide in the axial direction along the first cylinder; and
a horizontal ring having a central opening through which said second cylinder extends, said disc being peripherally secured to the second cylinder, said ring being disposed in the ground below the frost line.
2. A pile as set forth in claim 1 further including stiifeners secured between said ring and the outer surface of the second cylinder.
3. A pile as set forth in claim 2 wherein said first cylinder is filled with concrete.
4. A pile as set forth in claim 3 wherein said first cylinder is filled with reinforced concrete.
5. A pile as set forth in claim 4 further including a cap secured to the upper end of the first cylinder and extending radially beyond the second cylinder.
References Cited UNITED STATES PATENTS 2,322,855 6/1943 Lenahan 6l5l 3,347,053 10/1967 Manning 6153 X JACOB SHAPIRO, Primary Examiner
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US75340668A | 1968-08-19 | 1968-08-19 |
Publications (1)
Publication Number | Publication Date |
---|---|
US3487646A true US3487646A (en) | 1970-01-06 |
Family
ID=25030504
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US753406A Expired - Lifetime US3487646A (en) | 1968-08-19 | 1968-08-19 | Load bearing pile |
Country Status (1)
Country | Link |
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US (1) | US3487646A (en) |
Cited By (24)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2153334A1 (en) * | 1970-10-28 | 1972-05-04 | Shell Internationale Research Maatschappij N.V., Den Haag (Niederlande) | Pile or similar vertical foundation element |
US3851483A (en) * | 1972-12-12 | 1974-12-03 | M Holley | Sleeved-pile structure |
US4070867A (en) * | 1974-12-13 | 1978-01-31 | Cassidy Paul G | Negative friction pile and isolating casing |
GB2178460A (en) * | 1985-07-29 | 1987-02-11 | Robert Michael Sloma | Minimising heave effects on a pile |
US4721418A (en) * | 1986-12-15 | 1988-01-26 | Queen Frankie A R | Friction barrier pile jacket |
US5228807A (en) * | 1991-08-20 | 1993-07-20 | Perma Pile Foundation Restoration Systems, Inc. | Foundation support apparatus with sectional sleeve |
US5713701A (en) * | 1995-12-06 | 1998-02-03 | Marshall; Frederick S. | Foundation piling |
US5961253A (en) * | 1994-12-05 | 1999-10-05 | Okawa; Shogen | Pile head dresser, pile head dressing method, and, placement of cast-in-place concrete piles |
US6179526B1 (en) * | 1999-01-14 | 2001-01-30 | David Knight | Method for forming a pile isolation void |
US6200070B1 (en) | 2000-02-14 | 2001-03-13 | David W. Knight | Process of installing piles for supporting a structure upon the earth |
US6254314B1 (en) * | 1998-12-17 | 2001-07-03 | Korea Highway Corporation | Covering plate assembly for steel pipe piles |
US6609856B1 (en) | 2000-04-07 | 2003-08-26 | David W. Knight | Process of installing a precast concrete pile below a structure |
US20050135882A1 (en) * | 2003-12-18 | 2005-06-23 | Barrett Robert K. | Method and apparatus for creating soil or rock subsurface support |
US20060239764A1 (en) * | 2005-03-31 | 2006-10-26 | Salman Mark T | Post anchor/adapter system |
US20060263150A1 (en) * | 2003-12-18 | 2006-11-23 | Barrett Robert K | Method and Apparatus for Creating Soil or Rock Subsurface Support |
US20070172315A1 (en) * | 2003-12-18 | 2007-07-26 | Barrett Robert K | Method and Apparatus for Creating Soil or Rock Subsurface Support |
US20070214735A1 (en) * | 2003-08-06 | 2007-09-20 | Yasuhiro Fujita | Pile Assembly for Engineering and Construction Works |
US7384217B1 (en) | 2007-03-29 | 2008-06-10 | Barrett Robert K | System and method for soil stabilization of sloping surface |
US8376661B2 (en) | 2010-05-21 | 2013-02-19 | R&B Leasing, Llc | System and method for increasing roadway width incorporating a reverse oriented retaining wall and soil nail supports |
US8851801B2 (en) | 2003-12-18 | 2014-10-07 | R&B Leasing, Llc | Self-centralizing soil nail and method of creating subsurface support |
US9273442B2 (en) | 2003-12-18 | 2016-03-01 | R&B Leasing, Llc | Composite self-drilling soil nail and method |
CN107386277A (en) * | 2017-07-25 | 2017-11-24 | 中建五局土木工程有限公司 | Flexible foundation pile side friction isolation structure and construction method |
US9903086B2 (en) | 2015-07-16 | 2018-02-27 | Foundation Technologies, Inc. | Friction reduction pile jacket with slip additive |
US10047485B2 (en) * | 2015-09-18 | 2018-08-14 | Honhai University | Assembled type pier column member with steel-concrete composite structure |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2322855A (en) * | 1942-02-09 | 1943-06-29 | Halliburton Oil Well Cementing | Method and apparatus for raising and permanently supporting heavy structures |
US3347053A (en) * | 1965-04-28 | 1967-10-17 | Mobil Oil Corp | Partially salvageable jacket-pile connection |
-
1968
- 1968-08-19 US US753406A patent/US3487646A/en not_active Expired - Lifetime
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2322855A (en) * | 1942-02-09 | 1943-06-29 | Halliburton Oil Well Cementing | Method and apparatus for raising and permanently supporting heavy structures |
US3347053A (en) * | 1965-04-28 | 1967-10-17 | Mobil Oil Corp | Partially salvageable jacket-pile connection |
Cited By (32)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2153334A1 (en) * | 1970-10-28 | 1972-05-04 | Shell Internationale Research Maatschappij N.V., Den Haag (Niederlande) | Pile or similar vertical foundation element |
US3851483A (en) * | 1972-12-12 | 1974-12-03 | M Holley | Sleeved-pile structure |
US4070867A (en) * | 1974-12-13 | 1978-01-31 | Cassidy Paul G | Negative friction pile and isolating casing |
GB2178460A (en) * | 1985-07-29 | 1987-02-11 | Robert Michael Sloma | Minimising heave effects on a pile |
GB2178460B (en) * | 1985-07-29 | 1989-04-26 | Robert Michael Sloma | Improvements in or relating to piling |
US4721418A (en) * | 1986-12-15 | 1988-01-26 | Queen Frankie A R | Friction barrier pile jacket |
US5228807A (en) * | 1991-08-20 | 1993-07-20 | Perma Pile Foundation Restoration Systems, Inc. | Foundation support apparatus with sectional sleeve |
US5961253A (en) * | 1994-12-05 | 1999-10-05 | Okawa; Shogen | Pile head dresser, pile head dressing method, and, placement of cast-in-place concrete piles |
US5713701A (en) * | 1995-12-06 | 1998-02-03 | Marshall; Frederick S. | Foundation piling |
US6254314B1 (en) * | 1998-12-17 | 2001-07-03 | Korea Highway Corporation | Covering plate assembly for steel pipe piles |
US6179526B1 (en) * | 1999-01-14 | 2001-01-30 | David Knight | Method for forming a pile isolation void |
US6200070B1 (en) | 2000-02-14 | 2001-03-13 | David W. Knight | Process of installing piles for supporting a structure upon the earth |
US6609856B1 (en) | 2000-04-07 | 2003-08-26 | David W. Knight | Process of installing a precast concrete pile below a structure |
US7736095B2 (en) * | 2003-08-06 | 2010-06-15 | Yasuhiro Fujita | Pile assembly for engineering and construction works |
US20070214735A1 (en) * | 2003-08-06 | 2007-09-20 | Yasuhiro Fujita | Pile Assembly for Engineering and Construction Works |
US7226247B2 (en) | 2003-12-18 | 2007-06-05 | Barrett Robert K | Method and apparatus for creating soil or rock subsurface support |
US8851801B2 (en) | 2003-12-18 | 2014-10-07 | R&B Leasing, Llc | Self-centralizing soil nail and method of creating subsurface support |
US20070172315A1 (en) * | 2003-12-18 | 2007-07-26 | Barrett Robert K | Method and Apparatus for Creating Soil or Rock Subsurface Support |
US7338233B2 (en) | 2003-12-18 | 2008-03-04 | Barrett Robert K | Soil nail and method of installing a subsurface support |
US20100054866A1 (en) * | 2003-12-18 | 2010-03-04 | Barrett Robert K | Method and apparatus for creating soil or rock subsurface support |
US20050135882A1 (en) * | 2003-12-18 | 2005-06-23 | Barrett Robert K. | Method and apparatus for creating soil or rock subsurface support |
US20060263150A1 (en) * | 2003-12-18 | 2006-11-23 | Barrett Robert K | Method and Apparatus for Creating Soil or Rock Subsurface Support |
US9273442B2 (en) | 2003-12-18 | 2016-03-01 | R&B Leasing, Llc | Composite self-drilling soil nail and method |
US20060239764A1 (en) * | 2005-03-31 | 2006-10-26 | Salman Mark T | Post anchor/adapter system |
US7779589B2 (en) * | 2005-03-31 | 2010-08-24 | Salman Mark T | Post anchor/adapter system |
US7384217B1 (en) | 2007-03-29 | 2008-06-10 | Barrett Robert K | System and method for soil stabilization of sloping surface |
US8376661B2 (en) | 2010-05-21 | 2013-02-19 | R&B Leasing, Llc | System and method for increasing roadway width incorporating a reverse oriented retaining wall and soil nail supports |
US8708597B2 (en) | 2010-05-21 | 2014-04-29 | R&B Leasing, Llc | System and method for increasing roadway width incorporating a reverse oriented retaining wall and soil nail supports |
US9903086B2 (en) | 2015-07-16 | 2018-02-27 | Foundation Technologies, Inc. | Friction reduction pile jacket with slip additive |
US10047485B2 (en) * | 2015-09-18 | 2018-08-14 | Honhai University | Assembled type pier column member with steel-concrete composite structure |
CN107386277A (en) * | 2017-07-25 | 2017-11-24 | 中建五局土木工程有限公司 | Flexible foundation pile side friction isolation structure and construction method |
CN107386277B (en) * | 2017-07-25 | 2020-03-24 | 中建五局土木工程有限公司 | Flexible foundation pile side friction force isolation structure and construction method |
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