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EP0056287B1 - A pile construction for fender and such like constructions - Google Patents

A pile construction for fender and such like constructions Download PDF

Info

Publication number
EP0056287B1
EP0056287B1 EP19820200012 EP82200012A EP0056287B1 EP 0056287 B1 EP0056287 B1 EP 0056287B1 EP 19820200012 EP19820200012 EP 19820200012 EP 82200012 A EP82200012 A EP 82200012A EP 0056287 B1 EP0056287 B1 EP 0056287B1
Authority
EP
European Patent Office
Prior art keywords
timber
pile
pieces
pile construction
tension rod
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
Application number
EP19820200012
Other languages
German (de)
French (fr)
Other versions
EP0056287A1 (en
Inventor
Cor Groot
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
Publication of EP0056287A1 publication Critical patent/EP0056287A1/en
Application granted granted Critical
Publication of EP0056287B1 publication Critical patent/EP0056287B1/en
Expired legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/20Equipment for shipping on coasts, in harbours or on other fixed marine structures, e.g. bollards
    • E02B3/28Fender piles

Definitions

  • Constructions of square wooden piles are known in which several piles are connected together by means of steel plates or profiles. Such type of connection, however, can only be used a few times for one pile and up to a maximum diameter of about 50 or 60 cm, because of the lack of elasticity at the position of the connection and the high costs for such a connection.
  • the pile construction consists of timber pieces joined in the length together by means of at least one tension rod extending through holes drilled in longitudinal direction in said timber pieces, the ends of the timber pieces being sawn smooth in a plane normal to the length of said timber pieces.
  • the length of said timber pieces will lie between 100 and 200 cm, but it will be clear, that other lengths can be used as well.
  • the strength of a pile can be influenced in a such way that the part with the greatest diameter is situated in that part of the pile which is highest loaded, such that material can be saved.
  • this hole in the case of one hole being drilled in each of said timbers this hole will be positioned near the center of said timbers, while the diameter of said hole depends on the diameter of the tension rod to be used.
  • the timbers After drilling a hole in each individual timber, the timbers are placed beside each other in such way that the part with the greatest diameter is situated in that part of the pile which is highest loaded, the diameter of the adjacent lying parts being gradually smaller.
  • tension rod can be passed through the holes in the adjacent timbers for connecting the parts together.
  • tension rods are pre-tensioned till the desired load is obtained and can be blocked in a well known way. Attention must be paid to the fact that the plates, in particular steel plates, which transfer the load of the rod to the surface of the wood, have a sufficient surface to do so.
  • a plate 5, see figure 4 is provided for transferring the force exerted by the block 4 over the end surface of the piece of timber 1.
  • the diameter of the hole 2 is made such large, that the hole can contain a sufficient amount of protective liquid which will penetrate into the wood of the entire pile.
  • a cap 6 for protecting the tension rod 3 and the fastening block 4 for this.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Ocean & Marine Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Piles And Underground Anchors (AREA)

Description

  • The invention relates to a pile construction by which wooden piles can be constructed in longer lengths than trees are growing.
  • Constructions of square wooden piles are known in which several piles are connected together by means of steel plates or profiles. Such type of connection, however, can only be used a few times for one pile and up to a maximum diameter of about 50 or 60 cm, because of the lack of elasticity at the position of the connection and the high costs for such a connection.
  • FR-A-2264144 describes a pile construction for use as a fender and formed of annular sections of constant inner diameter and different onter diameters, the ends of adjacent sections being directly connected together. This construction lacks however the cheapness and favourable properties of a wooden pile.
  • An object of the invention is primarily to obtain long lengths of piles while retaining the good elastic properties of wood. A second object of the invention is to make it possible to use short timber pieces in their natural shape, which pieces remain by the production of wood in forest and sawmill.
  • According to the invention the pile construction consists of timber pieces joined in the length together by means of at least one tension rod extending through holes drilled in longitudinal direction in said timber pieces, the ends of the timber pieces being sawn smooth in a plane normal to the length of said timber pieces. Normally the length of said timber pieces will lie between 100 and 200 cm, but it will be clear, that other lengths can be used as well.
  • By using the construction according to the invention at the same time faults present in the growing tree can be eliminated without a big loss of material.
  • By combining timber pieces with a different diameter the strength of a pile can be influenced in a such way that the part with the greatest diameter is situated in that part of the pile which is highest loaded, such that material can be saved.
  • According to the invention in the case of one hole being drilled in each of said timbers this hole will be positioned near the center of said timbers, while the diameter of said hole depends on the diameter of the tension rod to be used. After drilling a hole in each individual timber, the timbers are placed beside each other in such way that the part with the greatest diameter is situated in that part of the pile which is highest loaded, the diameter of the adjacent lying parts being gradually smaller.
  • After this the tension rod can be passed through the holes in the adjacent timbers for connecting the parts together.
  • it will be clear, that also more than one hole can be provided in each timber, so that more than one tension rod can be provided. The tension rods can have the shape of a solid steel bar or can be shaped by steel wires or by artificial material, e. g. carbon fibers and such like.
  • These tension rods are pre-tensioned till the desired load is obtained and can be blocked in a well known way. Attention must be paid to the fact that the plates, in particular steel plates, which transfer the load of the rod to the surface of the wood, have a sufficient surface to do so.
  • It is also possible to pre-tension two or more pieces together at the moment of joining of the timber pieces, which gives the opportunity to make bent constructions or piles with a break point at a pre-chosen place.
  • If it is desired to have a smooth outside surface of a pile, this can be obtained in a sawmill.
  • When wood of less durability is used a center hole in it can be filled with anti-mould and/or an insect killing and/or a rust protection medium, which medium will penetrate entirely into the material of the pile.
  • For an easy joining it is recommended to use an accessory like a piece of artificial tube when connecting the timber parts, by placing said piece of tube in the ends of the drilled holes.
  • In special cases it is possible to apply a packing material between the pieces of timber.
  • The invention will be explained by the description of embodiments given in the drawing, in which :
    • figure 1 and 2 are side elevational views of two different piles according to the invention ;
    • figure 3 is an exploded view of a pile according to the invention ;
    • figure 4 is a view of an end plate of the pile of figure 3 ; and
    • figure 5 is a sectional view of a piece of timber of the pile of figure 3.
  • The piles shown in the figures 1, 2 and 3 are composed of a number of pieces of timber 1. Each piece 1 is provided with a longitudinal hole 2 through which runs a tension rod 3. The ends of this tension rod 3 are fastened in blocks 4, which can be made of steel.
  • Between the blocks 4 and the end of the adjacent piece of timber 1 a plate 5, see figure 4, is provided for transferring the force exerted by the block 4 over the end surface of the piece of timber 1.
  • In this way in most cases it will be sufficient to use only one tension rod 3.
  • The diameter of the hole 2 is made such large, that the hole can contain a sufficient amount of protective liquid which will penetrate into the wood of the entire pile.
  • Further the top of the pile is covered by a cap 6 for protecting the tension rod 3 and the fastening block 4 for this.
  • In the case of the piles according to figures 1 and 2 the pieces of timber 1 with the greatest diameter are positioned at the place of the pile which will be heaviest loaded.
  • In the case of the pile according to figure 1 the outer surface of the pieces is worked afterwards for obtaining a smooth outer surface of the pile. In the case of the pile of figure 3 all pieces of timber have the same diameter.
  • It will be obvious that only some embodiments of the invention are described and that various modifications are possible without leaving the scope of the invention as defined by the appended claims.

Claims (8)

1. A pile construction for fender and such like constructions, which pile considered along its length is formed from a number of pieces (1), characterized in that said pieces (1) are each made of timber and are joined in the length together by means of at least one tension rod (3) extending through holes (2) drilled in longitudinal direction in said timber pieces (1), the ends of each of the timber pieces being sawn smooth in a plane normal to the length of said timber pieces (1).
2. A pile construction according to claims 1, characterized in that said timber pieces (1) have different diameters, the part with the greatest diameter being situated in that part of the pile which is highest loaded.
3. A pile construction according to claim 1 or 2, characterized in that only one hole (2) is drilled in each of said timber pieces (1), which hole (2) is positioned near the center of each timber piece, the diameter of the hole depending on the diameter of the tension rod (3) which is used.
4. A pile construction according to one of the preceding claims, characterized in that between a locking part (4) of the tension rod (3) and the adjacent surface of a timber piece (1) is positioned a metal plate (5) for transferring the load of the tension rod (3) to the surface of the timber piece (1).
5. A pile constructions according to one of the preceding claims, characterized in that said tension rod (3) is also blocked between two of said timber pieces (1).
6. A pile construction according to one of the preceding claims, characterized in that the holes in the timber pieces are filled with anti-mould and/or an insect killer and/or a rust protection medium, which medium will penetrate entirely into the material of the pile.
7. A pile construction according to one of the preceding claims, characterized in that the outside of the pile is worked smooth over the hole or a part of its length.
8. A pile construction according to one of the preceding claims, characterized in that a packing material is inserted between two timber pieces (1 ).
EP19820200012 1981-01-09 1982-01-08 A pile construction for fender and such like constructions Expired EP0056287B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NL8100094 1981-01-09
NL8100094A NL8100094A (en) 1981-01-09 1981-01-09 POLE CONSTRUCTION.

Publications (2)

Publication Number Publication Date
EP0056287A1 EP0056287A1 (en) 1982-07-21
EP0056287B1 true EP0056287B1 (en) 1984-11-07

Family

ID=19836838

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19820200012 Expired EP0056287B1 (en) 1981-01-09 1982-01-08 A pile construction for fender and such like constructions

Country Status (3)

Country Link
EP (1) EP0056287B1 (en)
DE (1) DE3261144D1 (en)
NL (1) NL8100094A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2330370B (en) * 1997-10-18 2001-11-28 Roxbury Ltd Improvements in piling arrangements
GB2414032B (en) * 2004-05-11 2008-12-10 Shire Structures Ltd Improvements in or relating to piles
GB2580041B8 (en) * 2018-12-19 2023-06-07 Keltbray Ltd Improvements in and relating to pile foundations

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL76799C (en) * 1900-01-01
DE1784746C3 (en) * 1968-09-13 1974-03-14 Carl Otto 5276 Wiehl Muellenschlaeder Woodhouse
IT1016479B (en) * 1974-03-14 1977-05-30 Micoperi Spa METHOD FOR COMPOSING POLES WITH VARIABLE MOMENT OF INERTIA AND POLES SO COMPOSED

Also Published As

Publication number Publication date
NL8100094A (en) 1982-08-02
EP0056287A1 (en) 1982-07-21
DE3261144D1 (en) 1984-12-13

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