US1078000A - Concrete pile. - Google Patents

Concrete pile. Download PDF

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Publication number
US1078000A
US1078000A US76236213A US1913762362A US1078000A US 1078000 A US1078000 A US 1078000A US 76236213 A US76236213 A US 76236213A US 1913762362 A US1913762362 A US 1913762362A US 1078000 A US1078000 A US 1078000A
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US
United States
Prior art keywords
rammer
links
concrete
pile
chain
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
US76236213A
Inventor
Thomas William Ridley
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
Priority to GB191307033D priority Critical patent/GB191307033A/en
Application filed by Individual filed Critical Individual
Priority to DE1913329947D priority patent/DE329947C/en
Priority to US76236213A priority patent/US1078000A/en
Application granted granted Critical
Publication of US1078000A publication Critical patent/US1078000A/en
Priority to DK20158D priority patent/DK20158C/en
Priority to AT83676D priority patent/AT83676B/en
Priority to FR468656A priority patent/FR468656A/en
Priority to NL4215A priority patent/NL1063C/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D15/00—Handling building or like materials for hydraulic engineering or foundations
    • E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
    • E02D15/04—Placing concrete in mould-pipes, pile tubes, bore-holes or narrow shafts
    • 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
    • E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
    • E02D5/385—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with removal of the outer mould-pipes

Definitions

  • This invention relates to concrete piles which are formed by first driving a tubular preparatory pile, fillin it with concrete and then withdrawing 1t leaving the concrete. in place. In some cases when employing this method, as the tubeis withdrawn the earth surrounding it forces itself into the space which should be filled with concrete and even mixes itself with the concrete.
  • the concrete is rammed during the withdrawal of the' tube and this is done by the act of Withdrawing the tube.
  • Figures 1 and 2 are sectional elevations illustrating one form of apparatus for carrying out the invention.
  • Fig. l Shows the position of the parts before, and Fig. 2 after, the withdrawal of the tube has commenced.
  • a is the ordinary tubular preparatory pile and I) I) are lugs fixed to its upper end.
  • d is a rammer restin on the concrete c.
  • c e are links pivote at one end to the rammer (Z and at the other end to the ends of links f f and g g.
  • the other ends of the links f f are pivoted to the lugs b b and the other ends of the links g g, are pivoted together and to the lifting chain h.
  • the links 7', g arey toggle linksand connect the tube a with the chain h..
  • the links e are also toggle links connecting the rammer d with the links g and f.
  • What I claim is 1.

Description

l T. W. RIDLEY.
CONCRETE PILE.
APPLICATION HLED 11111.19, 1913.
1,078,000. l Patented Nov. 11, 1913,
l .ww/@M1047 THOMAS WILLIAM RIDLEY, 0F MIDDLESBROUGH, ENGLAND.
CONCRETE PILE.
Specication of Letters Patent.
Application led April 19, 1913.
Patented Nov. 11, 1913.
Serial No. 762,362.
To all whom t may concern Be it known that I, THOMAS.v WILLIAM RmLEY, a subject of the King of Great Britain, residing at 67 'Marton road, Middlesbrough, inthe county of York, England, have invented new and useful Improvements Relating to Concrete Piles, of which the following is a specification.
This invention relates to concrete piles which are formed by first driving a tubular preparatory pile, fillin it with concrete and then withdrawing 1t leaving the concrete. in place. In some cases when employing this method, as the tubeis withdrawn the earth surrounding it forces itself into the space which should be filled with concrete and even mixes itself with the concrete.
According to this invention the concrete is rammed during the withdrawal of the' tube and this is done by the act of Withdrawing the tube.
Figures 1 and 2 are sectional elevations illustrating one form of apparatus for carrying out the invention. Fig. l Shows the position of the parts before, and Fig. 2 after, the withdrawal of the tube has commenced.
a is the ordinary tubular preparatory pile and I) I) are lugs fixed to its upper end.
c is the concrete within the tube a.
d is a rammer restin on the concrete c.
c e are links pivote at one end to the rammer (Z and at the other end to the ends of links f f and g g. The other ends of the links f f are pivoted to the lugs b b and the other ends of the links g g, are pivoted together and to the lifting chain h. The links 7', g arey toggle linksand connect the tube a with the chain h.. The links e are also toggle links connecting the rammer d with the links g and f.
When the chain la. is hauled up the concrete c forms a fulcrum for the system of levers connecting the chain h to the tube a and as the links f f and g g are-drawn toward each other as shown at Fig. 2 there is a tendency to force the rammer al downward and cause the concrete o to fill up the space which was occupied by the lower end of the tube a. When the parts have been drawn into the position shown at Fig. 2 the chain h may be lowered, the rammer d lifted and the top of the tube a lled with concrete and then the lifting be resumed.
What I claim is 1. The combination with a preparatory pile of a rammer, a lifting chain and toggle link connections between the chain, the pile and the rammer, whereby the rammer is operated when the chain 1s raised before the pile is lifted.
2. The combination with a preparatory' pile of a rammer, a lifting chain, toggle link connections between the chain and the pile, and toggle link connections, between the rammer and said first mentioned links, whereby the rammer is operated when the chain is raised before the pile is lifted.
3. The combination with a preparatory pile of a rammer, a lifting chain, expansible and contractible to gle link connections between the chain an the pile, and expansible and contractible toggle link connections between the. rammer and said first mentioned links, whereby the rammer is operated when the chain is raised before thepile is lifted.
4. The combination of a preparatory pile, a rammer, a lifting chain, two pairs o links the links of each pair being pivoted together at one end while their other ends are pivoted respectively to the preparatory pile and the lifting chain, and a third pair of links their ends being pivoted to the ra mmer and to the pivots connecting the links of the first pairs.
THOMAS WILLIAM RIDLEY.
Witnesses G. HY. MUsGRAvE, M. CoUTTs.
US76236213A 1913-03-25 1913-04-19 Concrete pile. Expired - Lifetime US1078000A (en)

Priority Applications (7)

Application Number Priority Date Filing Date Title
GB191307033D GB191307033A (en) 1913-03-25 1913-03-25 Improvements relating to Concrete Piles.
DE1913329947D DE329947C (en) 1913-03-25 1913-04-19 Device for the production of concrete piles using a driving pipe
US76236213A US1078000A (en) 1913-03-25 1913-04-19 Concrete pile.
DK20158D DK20158C (en) 1913-03-25 1914-02-19 Apparatus for the manufacture of cement piles.
AT83676D AT83676B (en) 1913-03-25 1914-02-19 Device for making concrete pilots.
FR468656A FR468656A (en) 1913-03-25 1914-02-19 Apparatus for the manufacture of concrete piles
NL4215A NL1063C (en) 1913-03-25 1914-02-25 Improvements in equipment for making piles in the ground from hardening material

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB191307033T 1913-03-25
US76236213A US1078000A (en) 1913-03-25 1913-04-19 Concrete pile.

Publications (1)

Publication Number Publication Date
US1078000A true US1078000A (en) 1913-11-11

Family

ID=88240958

Family Applications (1)

Application Number Title Priority Date Filing Date
US76236213A Expired - Lifetime US1078000A (en) 1913-03-25 1913-04-19 Concrete pile.

Country Status (7)

Country Link
US (1) US1078000A (en)
AT (1) AT83676B (en)
DE (1) DE329947C (en)
DK (1) DK20158C (en)
FR (1) FR468656A (en)
GB (1) GB191307033A (en)
NL (1) NL1063C (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3073124A (en) * 1957-06-26 1963-01-15 Nadal Jose Soler Method for piles cast-in-situ

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT398100B (en) * 1992-03-16 1994-09-26 Thalmeier Georg METHOD AND DEVICE FOR LINING A SHAFT, IN PARTICULAR A FOUNTAIN SHAFT

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3073124A (en) * 1957-06-26 1963-01-15 Nadal Jose Soler Method for piles cast-in-situ

Also Published As

Publication number Publication date
NL1063C (en) 1916-01-15
AT83676B (en) 1921-04-25
GB191307033A (en) 1913-07-10
FR468656A (en) 1914-07-11
DK20158C (en) 1915-05-10
DE329947C (en) 1920-12-02

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