US1018979A - Point for concrete piles. - Google Patents

Point for concrete piles. Download PDF

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Publication number
US1018979A
US1018979A US54166910A US1910541669A US1018979A US 1018979 A US1018979 A US 1018979A US 54166910 A US54166910 A US 54166910A US 1910541669 A US1910541669 A US 1910541669A US 1018979 A US1018979 A US 1018979A
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Prior art keywords
tube
point
flaps
pile
cuts
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US54166910A
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Adolf Mast
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    • 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
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/36Concrete or concrete-like piles cast in position ; Apparatus for making same making without use of mouldpipes or other moulds

Definitions

  • My invention relates to ⁇ improvements in concrete piles, which are chiefly intended to be used for I foundations in bad building ground.
  • piles are preferably constructed in the earth itself by sinking a tube into the earth and then filling the same with concrete.
  • tubes which can remain in the earth.
  • Such a tube consists preferably of sheet metal and may have a circular, rectangular or other suitable section, a special point being provided at the bot-tom end. I-Ieretofore the point of such tubes has always been specially made and secured to the sheet metal tube in suitable manner, for example by screws or rivets.
  • Figure l is a'longitudinal section through the bottom part of the tube.
  • Fig. 2 a cross section on the line AB of Fig. l.
  • Fig. 3 shows the construction of the flaps in a preferred form and the manner of bending the same. The lines for the cuts are drawn in full, whereas the lines 'for folding or bending are dotted.
  • Fig. 4 is a longitudinal section of the point of the tube provided with a ram core and conical or pyramidal point.
  • Fig. 5 shows a section on the line C-D of Fig. 4.
  • Fig. 6 a sect-ion on the line E-F of Fig. 4.
  • the tube or caisson is ⁇ formed from a sheet of metal a (Fig. 3).
  • a sheet of metal a Fig. 3
  • flaps are formed at the bottom of the metal sheet a. by cuts.
  • These flaps consist of the rectangular parts b1, b2, b3, o, which communicate along the top edge with the metal sheet a, while their bottom edges are bordered by the trapezoids el, e2, e3, et which obviously might have another shape, for instance, a substantially rectangular one.
  • the metal sheet a is provided with three cuts 1, 2, so that, by these cuts, and the sides of the metal sheet, 8 sub-l stantially triangular flaps o areV formed, which are united with'the metal sheet along the lines 1, 3.
  • the iiap c at the right end has a dierent form from the others, being somewhat broader, because it has to cover t-he other edge of the metal sheet when the tube is bent.
  • the metal sheet is rolled into the form of a cylinder and the points b, c, e are folded along the dotted lines (Fig. 3).
  • the ⁇ iiaps b1, b2, b3', b4 are so bent as to come at right angles to the axis of the pile and toform a disk d (Figs. 1 and 4) of fourfold thickness.
  • the ends e1, e2, e3, et are bent up laterally, and, finally, the flap c is folded around the edges of the pile las shown in Figs. 1 and 2.
  • theparts ofthe point When it is desired to drive the pile thus formed into the earth, theparts ofthe point must be united together,by welding or in some other suitable manner.
  • the pile can then be driven into the earth in any suitable manner, for example, that disclosed in patent to Lev Grand et al., 216,042, June 3, 1879, or by some similar means.
  • AsV soon as the tube has been driven down sufficiently deep, the body mentioned is drawn up and used for the next pile.
  • Each tube thus driven Cil serted into the bottom of the tube and preferably coated with a layer of asphalt h.
  • the top end of the rod should preferably project for a short distance over the top of the core, in order to enable the body inserted into the' tube to receive the blows of the ram to be placed exactly in the middle.
  • the ram core should preferably be drawn out, in order to obtain a uniform concrete pile. It is not necessary to provide a core when the body inserted into the tube to receive the blows of the ram is suitably shaped at its bottom end. As soon as the tube has been driven sufliciently deep into the earth, the interior isi-illed out with concrete in the usual manner.
  • a pile point which comprises a metal tube and iaps formed by cuts in the bottom end of said tube and folded together so that the parts of said iiaps bordering the metal tube form the sides of the points, the outer parts of said flaps being bent up at the sides of the point, substantially as set forth.
  • a pile point which comprises a metal l tube and flaps formed by cuts in the bottom end of said tube, said flaps having rectangular and trapezoidal parts and being folded together to form the point, substantially as set forth.
  • a pile point which comprises a metal Copies oi this patent may be obtained for ve cents each, by addressing the tube and flaps having rectangular and trapezoidal parts formed by cuts at the bot tom end of said tube and so folded to form the bottom of the point that the rectangular parts are at right angles to the longitudinal axis of the pile, substantially as set forth.
  • a pile point which comprises a metal tube, and flaps formed by cuts in the bottom end of said tube and each consisting of a rectangular and trapezoidal part, which parts are so folded that the rectangular part of each flap lies at right angles to the longitudinal aXis of the pile, while the trapezoidal parts are bent up at the sides of said point, substantially as set forth.
  • a pile point which comprises in combination a metal tube, flaps formed by cuts in the bottom end of said tube, and triangular flaps formed in the bottom of said tube by cuts between said irst flaps and parallel to the longitudinal aXis of said tube, substantially as set forth.
  • a pile point which comprises in combination a metal tube, flaps formed by cuts in the bottom end of said tube, and triangular flaps formed by cuts in the bottom end of said tube between said first flaps and parallel to the longitudinal axis of said tube, said ii'rst flaps, being folded to form the bottom, and said second flaps being folded over each other, substantially as set forth.
  • a pile point comprising in combination, a metal tube having flaps formed by cuts in the bottom end of said tube and bent to form the bottom, and having a hole therein; an iron rod passed through said hole; and a solid point at the bottom of said rod;

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  • 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)
  • Bulkheads Adapted To Foundation Construction (AREA)

Description

INT FOR MAST.
CONCRETE PILES.
FILED uns, 1910 Patented Feb. 27, 1912. Y
.ADOILF MAST, 0F TEMPEL-I-IOF, NEAR BERLIN, GERMANY.
POINT FOR CONCRETE PILES.
Application led February 3, 1910.
Specification of Letters Patent.
Patented Feb. 27, 1912.
Serial No. 541,669.
To all whom t may concern:
Be it known that I, ADoLF MAST, a subject of the King of. Prussia, residing at- Tempelhof, near Berlin, 105 Berlinerstrasse, Kingdom of Prussia, Germany, have invented new and useful Improvements in Points for Concrete Piles, and do hereby declare the following to be a full, clear, and exact description of the same.
My invention relates to `improvements in concrete piles, which are chiefly intended to be used for I foundations in bad building ground. Such piles are preferably constructed in the earth itself by sinking a tube into the earth and then filling the same with concrete. In order not to impair the compression of the ground, which is so essential for the carrying capacity of piles, when withdrawing the tube it is of advantage to use tubes, which can remain in the earth. Such a tube consists preferably of sheet metal and may have a circular, rectangular or other suitable section, a special point being provided at the bot-tom end. I-Ieretofore the point of such tubes has always been specially made and secured to the sheet metal tube in suitable manner, for example by screws or rivets. The construction of the tube and point in two different parts has the drawback that the point is easily driven somewhat crooked, or even broken from the tube, by the blows of the ram used to drive in such tube, with the result that not only increased expenses for repairs are entailed, but also the work much delayed. This difficulty is overcome by the present invention,
by forming the point from bent flaps of the.
tube, so that the tube and point consist of one piece. In order to avoid the flaps form- 'ing thev point from being bent away from each other when driven into the earth, they must be kept together in suitable manner, for example, by screws or rivets, although I prefer to weld them together. I have also 'found it to be of great advantage to provide a ram core in the bottom or point of the tube, and to pass an iron rod through the sheet metal flaps folded over each other, which rod is provided underneath said flaps with a solid point preferably of a conical or pyramidal shape. In this case it is impossible for the parts of the point to give way laterally, so that it is not necessary to connect the sheet metal flaps by welding or other means.
In the accompanying drawing representing my invention by way of example: Figure l is a'longitudinal section through the bottom part of the tube. Fig. 2, a cross section on the line AB of Fig. l. Fig. 3 shows the construction of the flaps in a preferred form and the manner of bending the same. The lines for the cuts are drawn in full, whereas the lines 'for folding or bending are dotted. Fig. 4 is a longitudinal section of the point of the tube provided with a ram core and conical or pyramidal point. Fig. 5 shows a section on the line C-D of Fig. 4. Fig. 6, a sect-ion on the line E-F of Fig. 4.
The tube or caisson is` formed from a sheet of metal a (Fig. 3). In order to obtain a point four flaps are formed at the bottom of the metal sheet a. by cuts. These flaps consist of the rectangular parts b1, b2, b3, o, which communicate along the top edge with the metal sheet a, while their bottom edges are bordered by the trapezoids el, e2, e3, et which obviously might have another shape, for instance, a substantially rectangular one. At the middle between the fiaps b1, b2, b3, b4 the metal sheet a is provided with three cuts 1, 2, so that, by these cuts, and the sides of the metal sheet, 8 sub-l stantially triangular flaps o areV formed, which are united with'the metal sheet along the lines 1, 3. The iiap c at the right end has a dierent form from the others, being somewhat broader, because it has to cover t-he other edge of the metal sheet when the tube is bent.
In order to form the tube, the metal sheet is rolled into the form of a cylinder and the points b, c, e are folded along the dotted lines (Fig. 3). The `iiaps b1, b2, b3', b4 are so bent as to come at right angles to the axis of the pile and toform a disk d (Figs. 1 and 4) of fourfold thickness. At the same time, the ends e1, e2, e3, et are bent up laterally, and, finally, the flap c is folded around the edges of the pile las shown in Figs. 1 and 2. When it is desired to drive the pile thus formed into the earth, theparts ofthe point must be united together,by welding or in some other suitable manner. The pile can then be driven into the earth in any suitable manner, for example, that disclosed in patent to Lev Grand et al., 216,042, June 3, 1879, or by some similar means. AsV soon as the tube has been driven down sufficiently deep, the body mentioned is drawn up and used for the next pile. Each tube thus driven Cil serted into the bottom of the tube and preferably coated with a layer of asphalt h. The top end of the rod should preferably project for a short distance over the top of the core, in order to enable the body inserted into the' tube to receive the blows of the ram to be placed exactly in the middle. rIhe stresses, in this case, are distributed in the best manner possible, because the bottom Z formed by the four Haps b1., b2, b3, b4 is subjected simultaneously to the blows of the ram or hammer from above and meets from below the resistance oiered by the earth to the pyramidal point g. A lateral displacement of the parts of the sheet met-al point is prevented by the iron rod f.
After the tube has been driven in,I the ram core should preferably be drawn out, in order to obtain a uniform concrete pile. It is not necessary to provide a core when the body inserted into the tube to receive the blows of the ram is suitably shaped at its bottom end. As soon as the tube has been driven sufliciently deep into the earth, the interior isi-illed out with concrete in the usual manner.
What I claim and desire to secure by Letters Patent of the United States is:
1. A pile point which comprises a metal tube and iaps formed by cuts in the bottom end of said tube and folded together so that the parts of said iiaps bordering the metal tube form the sides of the points, the outer parts of said flaps being bent up at the sides of the point, substantially as set forth.
2. A pile point which comprises a metal l tube and flaps formed by cuts in the bottom end of said tube, said flaps having rectangular and trapezoidal parts and being folded together to form the point, substantially as set forth.
3. A pile point which comprises a metal Copies oi this patent may be obtained for ve cents each, by addressing the tube and flaps having rectangular and trapezoidal parts formed by cuts at the bot tom end of said tube and so folded to form the bottom of the point that the rectangular parts are at right angles to the longitudinal axis of the pile, substantially as set forth.
4. A pile point which comprises a metal tube, and flaps formed by cuts in the bottom end of said tube and each consisting of a rectangular and trapezoidal part, which parts are so folded that the rectangular part of each flap lies at right angles to the longitudinal aXis of the pile, while the trapezoidal parts are bent up at the sides of said point, substantially as set forth.
5. A pile point, which comprises in combination a metal tube, flaps formed by cuts in the bottom end of said tube, and triangular flaps formed in the bottom of said tube by cuts between said irst flaps and parallel to the longitudinal aXis of said tube, substantially as set forth.
6. A pile point, which comprises in combination a metal tube, flaps formed by cuts in the bottom end of said tube, and triangular flaps formed by cuts in the bottom end of said tube between said first flaps and parallel to the longitudinal axis of said tube, said ii'rst flaps, being folded to form the bottom, and said second flaps being folded over each other, substantially as set forth.
7. A pile point, comprising in combination, a metal tube having flaps formed by cuts in the bottom end of said tube and bent to form the bottom, and having a hole therein; an iron rod passed through said hole; and a solid point at the bottom of said rod;
substantially as set forth.
Commissioner of Patents,
Washington, D. C.
US54166910A 1910-02-03 1910-02-03 Point for concrete piles. Expired - Lifetime US1018979A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3218813A (en) * 1962-04-30 1965-11-23 Foundation Specialties Inc Driving shoe for use with wood pile
US3514959A (en) * 1968-09-03 1970-06-02 John J Dougherty Jr Pedestal timber pile shoe

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3218813A (en) * 1962-04-30 1965-11-23 Foundation Specialties Inc Driving shoe for use with wood pile
US3514959A (en) * 1968-09-03 1970-06-02 John J Dougherty Jr Pedestal timber pile shoe

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