EP0367171A2 - Piling - Google Patents

Piling Download PDF

Info

Publication number
EP0367171A2
EP0367171A2 EP89120079A EP89120079A EP0367171A2 EP 0367171 A2 EP0367171 A2 EP 0367171A2 EP 89120079 A EP89120079 A EP 89120079A EP 89120079 A EP89120079 A EP 89120079A EP 0367171 A2 EP0367171 A2 EP 0367171A2
Authority
EP
European Patent Office
Prior art keywords
piles
wedge
structure according
teeth
piling structure
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.)
Withdrawn
Application number
EP89120079A
Other languages
German (de)
French (fr)
Other versions
EP0367171A3 (en
Inventor
Adrian Fielden Dier
Graham Wynford Owens
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.)
Steel Construction Institute
British Steel PLC
Original Assignee
Steel Construction Institute
British Steel PLC
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 Steel Construction Institute, British Steel PLC filed Critical Steel Construction Institute
Publication of EP0367171A2 publication Critical patent/EP0367171A2/en
Publication of EP0367171A3 publication Critical patent/EP0367171A3/en
Withdrawn legal-status Critical Current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
    • E02D5/02Sheet piles or sheet pile bulkheads
    • E02D5/03Prefabricated parts, e.g. composite sheet piles
    • E02D5/04Prefabricated parts, e.g. composite sheet piles made of steel
    • E02D5/06Fitted piles or other elements specially adapted for closing gaps between two sheet piles or between two walls of sheet piles

Definitions

  • This invention relates to sheet piling and more particularly relates to interlocking piling sections and wedges for enhancing the degree by which adjoining sections are locked together and thereby improving the structural efficiency of the piling.
  • Interlocking sheet piling is used for a multiplicity of purposes associated with eg earth and water retaining structures and the need frequently exists to ensure that movement between adjoining piles is prevented, both in service and, on occasions, during piling. Hitherto, this has frequently been effected by either continuous welding or inter­mittent welding or spot welding or crimping. Such processes however require either the provision of plant at the steel works or dedicated on-site equipment and as such are expensive and time-consuming.
  • the present invention provides piles the lengthwise edges of which are formed to define a trough and in which the piles are so disposed that the troughs interlock, the inner faces thereof in adjoining piles being clamped tightly together by wedges sited at intervals along the length of the piles between the outer face of the trough on one said pile and the adjacent surface of the adjoining pile.
  • the piles may conveniently be of the commonly known Larssen section, the interlock or 'clutch' between them then lying on the centreline of the piling structure.
  • the wedges may comprise a plate having a number of teeth formed on each side, the plate having a tapered nose to aid initial insertion and the leading face of each tooth likewise being tapered towards said nose, at least one tooth having a restricted length and a stub-ended trailing face whereby, when the wedge is driven such that the whole of said one tooth is engaged by the adjoining piles, withdrawal is inhibited.
  • a said 'one' tooth of restricted length may be provided on each side; indeed more than one such teeth may be provided on each side; arranged in staggered rows. Additionally other teeth may be provided, of greater height than said one teeth and disposed rearwardly thereof in the direction of drive of the wedge.
  • the 'head' of the wedge may conveniently be enlarged for ease of driving, a shoulder being provided from the inner side of which the said 'other' teeth extend.
  • the taper on the nose may define a sharper angle than that on the leading faces of the teeth.
  • Larssen-section steel piles 1 are shown interlocked with diagramatically illustrated wedges 2 driven-in at intervals along the piles' length, from one side only, in the clutched region (alternative arrangements are possible such as the wedges being driven in from both sides but only along alternate interlocks).
  • each wedge 2 has a tapered nose 3 and a shouldered head 4.
  • a row of ridged teeth 5 is provided on one side 6 of the wedge and a matching row of teeth 7 is correspondingly sited on the opposite side 8, each tooth being triangular in section and having its leading face tapered to align with the end of the tapered nose.
  • An additional pair of such teeth 9 is likewise sited on the side 8 but set back from the level of the leading faces of the teeth 5,7.
  • a pair of teeth 10 of greater height and larger cross section than the others mentioned is sited on the side 6 and these extend rearwardly to the shoulder 4 to provide a degree of support therefor against the hammering action.
  • the wedge may conveniently be forged from steel.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (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)
  • Piles And Underground Anchors (AREA)

Abstract

This invention relates to the provision of piles (1) the lengthwise edges of which are formed to define a trough and in which the piles are so disposed that the troughs interlock, the inner faces thereof in adjoining piles being clamped tightly together by wedges (2) sited at intervals along the length of the piles between the outer face of the trough on one said pile and the adjacent surface of the adjoining pile. The piles may be of commonly known Larssen section, the interlock or 'clutch' between them then lying on the centreline of the piling structure.

Description

  • This invention relates to sheet piling and more particularly relates to interlocking piling sections and wedges for enhancing the degree by which adjoining sections are locked together and thereby improving the structural efficiency of the piling.
  • Interlocking sheet piling is used for a multiplicity of purposes associated with eg earth and water retaining structures and the need frequently exists to ensure that movement between adjoining piles is prevented, both in service and, on occasions, during piling. Hitherto, this has frequently been effected by either continuous welding or inter­mittent welding or spot welding or crimping. Such processes however require either the provision of plant at the steel works or dedicated on-site equipment and as such are expensive and time-consuming.
  • It is an object of this invention to mitigate this problem.
  • From one aspect the present invention provides piles the lengthwise edges of which are formed to define a trough and in which the piles are so disposed that the troughs interlock, the inner faces thereof in adjoining piles being clamped tightly together by wedges sited at intervals along the length of the piles between the outer face of the trough on one said pile and the adjacent surface of the adjoining pile.
  • The piles may conveniently be of the commonly known Larssen section, the interlock or 'clutch' between them then lying on the centreline of the piling structure.
  • The wedges may comprise a plate having a number of teeth formed on each side, the plate having a tapered nose to aid initial insertion and the leading face of each tooth likewise being tapered towards said nose, at least one tooth having a restricted length and a stub-ended trailing face whereby, when the wedge is driven such that the whole of said one tooth is engaged by the adjoining piles, withdrawal is inhibited.
  • Preferably a said 'one' tooth of restricted length may be provided on each side; indeed more than one such teeth may be provided on each side; arranged in staggered rows. Additionally other teeth may be provided, of greater height than said one teeth and disposed rearwardly thereof in the direction of drive of the wedge.
  • The 'head' of the wedge may conveniently be enlarged for ease of driving, a shoulder being provided from the inner side of which the said 'other' teeth extend.
  • The taper on the nose may define a sharper angle than that on the leading faces of the teeth.
  • In order that the invention may be fully understood one embodiment thereof will now be described, by way of example, with reference to the accompanying drawings, in which:-
    • Figure 1 is a plan view of interlocked Larssen piles;
    • Figure 2 is a perspective view of Figure 1 in which the siting of the wedges is more apparent;
    • Figure 3 is a side elevation of the wedge; and
    • Figures 4,5 and 6 are sections B-B, C-C and D-D on Figure 3, respectively.
  • Referring now to Figures 1 and 2 of the drawings, Larssen-section steel piles 1 are shown interlocked with diagramatically illustrated wedges 2 driven-in at intervals along the piles' length, from one side only, in the clutched region (alternative arrangements are possible such as the wedges being driven in from both sides but only along alternate interlocks).
  • The wedges are shown in more detail in Figures 3 to 6.
  • In particular, each wedge 2 has a tapered nose 3 and a shouldered head 4. A row of ridged teeth 5 is provided on one side 6 of the wedge and a matching row of teeth 7 is correspondingly sited on the opposite side 8, each tooth being triangular in section and having its leading face tapered to align with the end of the tapered nose.
  • An additional pair of such teeth 9 is likewise sited on the side 8 but set back from the level of the leading faces of the teeth 5,7.
  • A pair of teeth 10 of greater height and larger cross section than the others mentioned is sited on the side 6 and these extend rearwardly to the shoulder 4 to provide a degree of support therefor against the hammering action.
  • The wedge may conveniently be forged from steel.
  • The design of the wedge thus described makes it evidently easy to drive in and, with penetration into and between the mating surfaces beyond the stub or butt end of the teeth 5 and 7, a practical impossibility for inadvertent detachment.
  • Although the invention has been described with reference to the embodiment illustrated, it is to be understood that other forms of interlocking piling, eg Frodingham type, may readily be secured by wedging in the fashion described. Further, different teeth formations, shapes and locations than those shown may readily be adopted on the wedge.

Claims (8)

1. A piling structure comprising piles the lengthwise edges of which are formed to define a trough and in which the piles are so disposed that the troughs interlock, characterised by the inner faces thereof in adjoining piles being clamped tightly together by wedges 2 sited at intervals along the length of the piles between the outer face of the trough on one said pile and the adjacent surface of the adjoining pile.
2. A piling structure according to claim 1, characterised in that the piles are of the commonly known Larssen section, the interlock or clutch between them lying on the centreline of the said structure.
3. A piling structure according to claim 1 or claim 2, characterised in that the wedges comprise a plate having a number of teeth formed on each side, the plate having a tapered nose 3 to aid initial insertion and the leading face of each tooth 5 or 7 likewise being tapered towards said nose, at least one tooth having a restricted length and a stub-ended trailing face whereby, when the wedge is driven such that the whole of said one tooth is engaged by the adjoining piles, withdrawal is inhibited.
4. A piling structure according to any one of claims 1 to 3, characterised in that a said 'one' tooth of restricted length is provided on each side of the wedge.
5. A piling structure according to any one of claims 1 to 3, characterised in that a plurality of said 'one' teeth of restricted length is provided on each side of the wedge, arranged in staggered rows.
6. A piling structure according to any one of claims 3 to 5, characterised in that a shoulder 4 is provided on the head of the wedge remote from the nose to sustain driving forces, the wedge including a number of teeth 10 extending towards the nose from said shoulder of larger width and height than the said one teeth.
7. A piling structure according to any one of claims 3 to 6, characterised in that the taper on the nose defines a sharper angle than the taper on the teeth.
8. A piling structure according to any one of claims 1 to 7, characterised in that the wedge is made from forged steel.
EP19890120079 1988-11-04 1989-10-30 Piling Withdrawn EP0367171A3 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB8825888 1988-11-04
GB8825888A GB2224531A (en) 1988-11-04 1988-11-04 A piling structure

Publications (2)

Publication Number Publication Date
EP0367171A2 true EP0367171A2 (en) 1990-05-09
EP0367171A3 EP0367171A3 (en) 1991-03-27

Family

ID=10646337

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19890120079 Withdrawn EP0367171A3 (en) 1988-11-04 1989-10-30 Piling

Country Status (2)

Country Link
EP (1) EP0367171A3 (en)
GB (1) GB2224531A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7018140B1 (en) * 2004-11-23 2006-03-28 Chaparral Steel Company Z-shaped sheet piling

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE562273C (en) * 1932-10-24 H Homann Dipl Ing Welded sheet pile interlock connection
GB508186A (en) * 1937-11-29 1939-06-27 Dortmund Hoerder Huettenver Ag Improvements in lock connections for sheet piling walls
FR2082910A5 (en) * 1970-03-31 1971-12-10 Pont A Mousson

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2131856A (en) * 1982-12-08 1984-06-27 Geochemical Services Limited Connecting components to sheet piles

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE562273C (en) * 1932-10-24 H Homann Dipl Ing Welded sheet pile interlock connection
GB508186A (en) * 1937-11-29 1939-06-27 Dortmund Hoerder Huettenver Ag Improvements in lock connections for sheet piling walls
FR2082910A5 (en) * 1970-03-31 1971-12-10 Pont A Mousson

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7018140B1 (en) * 2004-11-23 2006-03-28 Chaparral Steel Company Z-shaped sheet piling
US7168891B2 (en) * 2004-11-23 2007-01-30 Chaparral Steel Company Z-shaped sheet piling

Also Published As

Publication number Publication date
EP0367171A3 (en) 1991-03-27
GB8825888D0 (en) 1988-12-07
GB2224531A (en) 1990-05-09

Similar Documents

Publication Publication Date Title
US4728225A (en) Method of rehabilitating a waterfront bulkhead
US3910053A (en) Sheeting arrangement for shoring a trench with a graduated cross section
KR950007798B1 (en) Method of installing a mining tooth point
KR20090091460A (en) Soil retaining method for two rows pile using earth anchor
EP0781362B1 (en) Trench falsework system
DE69710076T2 (en) U-SHAPED PILLING SCREED WITH LOW DRIVING RESISTANCE
EP0367171A2 (en) Piling
KR102649098B1 (en) Soil retaning structure for two rows pile using prestressed wale
US4140427A (en) Pile with rigid plate
EP0444727B1 (en) A method of making sheet piling, and section sheet pile for use in said method
US4028900A (en) Pile with a foot
EP0139100A1 (en) Steel sheet pile, sheet pile assembly thereof and the method of constructing the assembly
KR200270268Y1 (en) The length adjustable lagging
JP7240274B2 (en) Core material for earth retaining wall and installation method thereof
KR200263964Y1 (en) Breast wall utilizing prefabricated precast concrete panel
JP3010536B2 (en) Steel sheet pile wall
GB1604613A (en) Apparatus for anchoring
JP2006322226A (en) Steel sheet pile with bolt, its construction method, steel sheet pile body for use in the method, and perforated steel plate with steel
JPH0995938A (en) Master pile lateral sheet pile and its execution method
JPS63233119A (en) Caisson settling work by divided cutting edge
WO1999011869A1 (en) Steel sheet piling structures
KR102654389B1 (en) Soil retaning structure for two rows pile using longitudinal prestress
CN215289934U (en) Steel sheet pile revetment
JPS5817791Y2 (en) Tip member of H-shaped pile
CN218148378U (en) Deep basal pit assembled supporting construction

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AT BE DE ES FR GR IT NL SE

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT BE DE ES FR GR IT NL SE

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 19910928