EP0056287B1 - A pile construction for fender and such like constructions - Google Patents
A pile construction for fender and such like constructions Download PDFInfo
- 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
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/20—Equipment for shipping on coasts, in harbours or on other fixed marine structures, e.g. bollards
- E02B3/28—Fender 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. Eachpiece 1 is provided with alongitudinal hole 2 through which runs atension rod 3. The ends of thistension rod 3 are fastened inblocks 4, which can be made of steel. - Between the
blocks 4 and the end of the adjacent piece of timber 1 aplate 5, see figure 4, is provided for transferring the force exerted by theblock 4 over the end surface of the piece oftimber 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 thetension rod 3 and thefastening 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)
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)
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)
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 |
-
1981
- 1981-01-09 NL NL8100094A patent/NL8100094A/en not_active Application Discontinuation
-
1982
- 1982-01-08 EP EP19820200012 patent/EP0056287B1/en not_active Expired
- 1982-01-08 DE DE8282200012T patent/DE3261144D1/en not_active Expired
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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Legal Events
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PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
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