EP0136124B1 - Improvements in and/or relating to cribwalling - Google Patents
Improvements in and/or relating to cribwalling Download PDFInfo
- Publication number
- EP0136124B1 EP0136124B1 EP84306105A EP84306105A EP0136124B1 EP 0136124 B1 EP0136124 B1 EP 0136124B1 EP 84306105 A EP84306105 A EP 84306105A EP 84306105 A EP84306105 A EP 84306105A EP 0136124 B1 EP0136124 B1 EP 0136124B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- header
- headers
- wall
- support blocks
- crib
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0216—Cribbing walls
Definitions
- the present invention relates to improvements in and/or relating to crib walls and in particular to crib walls made from timber components.
- header support block and various crib wall component combinations including such header support blocks which enable the cheaper erection of a crib wall and also enable such crib wall to be built to greater heights than would otherwise be the case.
- Such a header support block is in the form of a substantially rectanguloid wooden block having a pair of opposed rebates to enable the same to be located between two vertically adjacent headers in part straddling with each rebate one of said two vertically adjacent headers at any suitable position along the length thereof.
- Such double rebated key blocks are difficult to manufacture. They also provide with a particular volume of timber only a certain amount of support between vertically adjacent headers. Moreover their straddling arrangement makes it easy for them to become displaced during the filling operation where backfill or other fill is dropped into an at least partially erected crib wall structure. There is therefore some need whereby an improved header, header support block or alternative arrangement can be provided which will go at least some way to meeting some of the above mentioned desiderata which will at least provide the public with a useful choice.
- US-A-2 034 851 discloses a crib wall header in accordance with the prior art portion of claim 1. This prior construction is designed for manufacture of the crib wall structural members by casting and contains protuberances which render the structure uneconomic and impractical to prepare from wood.
- the present invention as characterised in claim 1, provides a header construction which can readily be formed, with little wastage, from lengths of timber of substantially constant cross section simply by longitudinally grooving and cutting end channels sequentially.
- header support block refers to a block capable of being positioned between a front stretcher and a rear end header spacing means so as to enhance the load carrying capability of the resultant structure. While it obviously serves to some extent a spacing function as it takes up load, its positioning is not essential to ensure under light load, the correct spacing of the tiered headers.
- the header is formed in wood and is of a configuration substantially as hereinafter described.
- the present invention consists in a crib wall comprising:
- stretchers are provided to separate the tiered pairs of headers both front and rear.
- Preferably all components of the skeletal wall structure are formed in wood.
- the header support blocks 1 are substantially rectanguloid but include longitudinally extending therealong an easily machineable locating ridge, tongue or other profile 2. Indeed if desired there can be a plurality of locating means which preferably axially extend. Ideally the locating means extend axially so that mass production is facilitated. With a timber form (which is the preferred form for all components) the grain of all the components extends longitudinally of the component.
- the header 3 has two pairs of channels 4 and 5, the channels 4 being adapted to receive a keyblock 6 and a stretcher 7 respectively.
- the header 3 includes at top and bottom a header support block locating means 8 which is a groove (preferably a square channel) into which the means 2 can locate the keyblock 1 so as to align longitudinally with vertically adjacent headers 3.
- header support block locating means 8 which is a groove (preferably a square channel) into which the means 2 can locate the keyblock 1 so as to align longitudinally with vertically adjacent headers 3.
- different complementary locating means can be provided between headers and header support blocks and indeed if desired such means need not be symmetrical.
- the preferred form however is desirable as it lends itself to easy mass production.
- the grooves 8 are shown as being common to the stretcher and the keyblock since it is possible with the present invention to machine all such components using the same shaping machinery. Only the header support block need be manufactured with the machines set differently.
- Figure 4 also shows the angle of surcharge (3 (0°, 10°, 20° or 38°, see Table 1).
- a retaining wall is considered to be surcharged by any load of back fill material or retained ground above a horizontal plane projected behind and level with the top of the wall for a distance equal to the height of the wall.
- the angle of internal friction ⁇ (25°, 30°, 35° or 40°, see Table 1) is a measure of the frictional resistance to shear between the soil particles and is dependent upon the size and shape of the particles as well as upon soil density, but the finer the particle size the lower the angle of friction. Clay and silt have lower angles of friction than gravels.
- the back fill within the wall itself should be crushed quarried rock that will not break down under weathering, of sufficient stone size to be free draining without washing out of the wall face, but small enough not to damage or displace timber components.
- Well graded material (containing a good mix of intermediate sizes) between 20 mm and 100 mm stone size is considered ideal.
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological 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)
- Structural Engineering (AREA)
- Retaining Walls (AREA)
- Toys (AREA)
Description
- The present invention relates to improvements in and/or relating to crib walls and in particular to crib walls made from timber components.
- We have previously designed a header support block and various crib wall component combinations including such header support blocks which enable the cheaper erection of a crib wall and also enable such crib wall to be built to greater heights than would otherwise be the case. Such a header support block however is in the form of a substantially rectanguloid wooden block having a pair of opposed rebates to enable the same to be located between two vertically adjacent headers in part straddling with each rebate one of said two vertically adjacent headers at any suitable position along the length thereof.
- Such double rebated key blocks are difficult to manufacture. They also provide with a particular volume of timber only a certain amount of support between vertically adjacent headers. Moreover their straddling arrangement makes it easy for them to become displaced during the filling operation where backfill or other fill is dropped into an at least partially erected crib wall structure. There is therefore some need whereby an improved header, header support block or alternative arrangement can be provided which will go at least some way to meeting some of the above mentioned desiderata which will at least provide the public with a useful choice.
- US-A-2 034 851 discloses a crib wall header in accordance with the prior art portion of claim 1. This prior construction is designed for manufacture of the crib wall structural members by casting and contains protuberances which render the structure uneconomic and impractical to prepare from wood.
- The present invention, as characterised in claim 1, provides a header construction which can readily be formed, with little wastage, from lengths of timber of substantially constant cross section simply by longitudinally grooving and cutting end channels sequentially.
- The term "header support block" as used herein refers to a block capable of being positioned between a front stretcher and a rear end header spacing means so as to enhance the load carrying capability of the resultant structure. While it obviously serves to some extent a spacing function as it takes up load, its positioning is not essential to ensure under light load, the correct spacing of the tiered headers.
- The header is formed in wood and is of a configuration substantially as hereinafter described.
- In a further aspect the present invention consists in a crib wall comprising:
- (A) a skeletal structure made up of components such that there is (i) a plurality of tiers of headers as previously defined each substantially normal to the general plane of the wall, with each header of one tier being above and/or below a header,
- (B) wall wise extending stretchers each of which spans at least two headers of a tier and the corresponding at least two headers of an adjacent tier and is located between the tiers by the said front end top and bottom channels of the proximate headers,
- (iii) rear end header spacing means selected from wallwise extending stretchers or keys which are interposed between each pair of adjacent tiered headers and are located by said rear top and bottom channels thereof, and
- (iv) header support blocks interposed between at least some of the tiered headers between a stretcher and the rear end header spacing means so as to enhance the load carrying capability of the resultant structure, said header support blocks having top and bottom projecting means each to engage in the groove of each sandwiching header, and (B) fill material at least substantially filling said skeletal wall structure.
- Preferably stretchers are provided to separate the tiered pairs of headers both front and rear.
- Preferably all components of the skeletal wall structure are formed in wood.
- In a further aspect the present invention consists in a pack comprising the components of a skeletal wall structure of a crib wall in accordance with the present invention.
- One preferred form of the present invention will now be described with reference to the accompanying drawings in which:
- Figure 1 is an exploded view showing the preferred form of the components in accordance with the present invention and the manner in which the preferred headers and header support blocks can be located and used in conjunction with other components such as stretchers and keyblocks,
- Figure 2 is an end view of one form of crib wall formed using components in accordance with the present invention,
- Figure 3 is a perspective view of a skeletal wall in accordance with the present invention being erected on a supporting bed and showing headers in accordance with the present invention and header support blocks being positioned, and
- Figure 4 is an end elevation view of a retaining wall in accordance with the present invention showing by way of example a structure having a maximum height above ground level of 6.276 metres using headers 1375 millimetres long spaced at 550 millimetre centres, there being shown how when designing the wall down from the top there are three stages i.e. no header support block for each header, one header support block per header and two support blocks per header.
- With the use of the components of the present invention it is possible per given volume of component material to achieve greater crib wall heights over those given in our previous design. In the preferred form of the present invention the header support blocks 1 are substantially rectanguloid but include longitudinally extending therealong an easily machineable locating ridge, tongue or
other profile 2. Indeed if desired there can be a plurality of locating means which preferably axially extend. Ideally the locating means extend axially so that mass production is facilitated. With a timber form (which is the preferred form for all components) the grain of all the components extends longitudinally of the component. - The
header 3 has two pairs ofchannels 4 and 5, the channels 4 being adapted to receive akeyblock 6 and a stretcher 7 respectively. Theheader 3 includes at top and bottom a header support block locatingmeans 8 which is a groove (preferably a square channel) into which themeans 2 can locate the keyblock 1 so as to align longitudinally with verticallyadjacent headers 3. Obviously in other forms of the present invention different complementary locating means can be provided between headers and header support blocks and indeed if desired such means need not be symmetrical. The preferred form however is desirable as it lends itself to easy mass production. For example, thegrooves 8 are shown as being common to the stretcher and the keyblock since it is possible with the present invention to machine all such components using the same shaping machinery. Only the header support block need be manufactured with the machines set differently. - It is essential to ensure an adequate footing of a crib wall in accordance with the present invention irrespective of whether or not it is to act as a retaining wall or as a facing wall. Facing walls are appropriate where the bank to be retained is inherently stable. A facing wall in such a circumstance provides protection against scour and weathering.
- The preferred length of header in a system in accordance with the present invention would be selected from 550, 733, 825, 1100, 1375 mm. The headers have a cross section of 92 by 46 mm and are preferably formed in chemically treated Pinus Radiata.
- Figure 4 shows an end view of a wall built to a height of 6.1276 m above ground level using headers 1375 mm long spaced at 550 mm centres. The diagrams show the number of header support blocks per header (HSB/H) as varying from none to one to two depending on the depth of the overall wall structure.
- Figure 4 also shows the angle of surcharge (3 (0°, 10°, 20° or 38°, see Table 1). A retaining wall is considered to be surcharged by any load of back fill material or retained ground above a horizontal plane projected behind and level with the top of the wall for a distance equal to the height of the wall. The angle of internal friction φ (25°, 30°, 35° or 40°, see Table 1) is a measure of the frictional resistance to shear between the soil particles and is dependent upon the size and shape of the particles as well as upon soil density, but the finer the particle size the lower the angle of friction. Clay and silt have lower angles of friction than gravels.
-
- The back fill within the wall itself should be crushed quarried rock that will not break down under weathering, of sufficient stone size to be free draining without washing out of the wall face, but small enough not to damage or displace timber components. Well graded material (containing a good mix of intermediate sizes) between 20 mm and 100 mm stone size is considered ideal.
Claims (5)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NZ205792 | 1983-09-28 | ||
NZ205792A NZ205792A (en) | 1983-09-28 | 1983-09-28 | Cribwalling:headers with longitudinal groove |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0136124A2 EP0136124A2 (en) | 1985-04-03 |
EP0136124A3 EP0136124A3 (en) | 1985-09-11 |
EP0136124B1 true EP0136124B1 (en) | 1988-11-30 |
Family
ID=19920522
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP84306105A Expired EP0136124B1 (en) | 1983-09-28 | 1984-09-06 | Improvements in and/or relating to cribwalling |
Country Status (8)
Country | Link |
---|---|
EP (1) | EP0136124B1 (en) |
JP (1) | JPS6092519A (en) |
AU (1) | AU574103B2 (en) |
DE (1) | DE3475417D1 (en) |
MY (1) | MY100231A (en) |
NZ (1) | NZ205792A (en) |
PT (1) | PT79266B (en) |
ZA (1) | ZA846913B (en) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2251259B (en) * | 1990-12-28 | 1994-09-21 | Knudsen Poul N | A retaining wall structure |
NZ237194A (en) * | 1991-02-22 | 1994-06-27 | Roger James Sceats | Crib wall with stacked rebated headers and triangular stretchers seated in rebates |
FR2709770B1 (en) * | 1993-09-10 | 1995-10-13 | Peller Entr | Retaining or anti-noise wall. |
US6079910A (en) * | 1998-09-21 | 2000-06-27 | Marianski; James E. | Column cribbing system |
AU778496B2 (en) * | 1999-10-08 | 2004-12-09 | Andrew J Marianski | Column cribbing system |
GB0002676D0 (en) | 2000-02-04 | 2000-03-29 | Phi Group Limited | Wall structure |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1690136A (en) * | 1926-12-13 | 1928-11-06 | R C Products Company | Retaining-wall structure |
US2034851A (en) * | 1934-07-19 | 1936-03-24 | Preplan Inc | Precast concrete cribbing |
US2828613A (en) * | 1955-09-26 | 1958-04-01 | Theron D Wilson | Reinforced concrete cribbing |
NZ195408A (en) * | 1980-10-30 | 1985-02-28 | Evans Bay Timber Co Ltd | Cribwall with blocks between headers |
-
1983
- 1983-09-28 NZ NZ205792A patent/NZ205792A/en unknown
-
1984
- 1984-09-04 ZA ZA846913A patent/ZA846913B/en unknown
- 1984-09-06 DE DE8484306105T patent/DE3475417D1/en not_active Expired
- 1984-09-06 EP EP84306105A patent/EP0136124B1/en not_active Expired
- 1984-09-26 PT PT79266A patent/PT79266B/en not_active IP Right Cessation
- 1984-09-26 AU AU33564/84A patent/AU574103B2/en not_active Ceased
- 1984-09-27 JP JP59200729A patent/JPS6092519A/en active Granted
-
1987
- 1987-08-25 MY MYPI87001440A patent/MY100231A/en unknown
Also Published As
Publication number | Publication date |
---|---|
ZA846913B (en) | 1985-04-24 |
AU574103B2 (en) | 1988-06-30 |
DE3475417D1 (en) | 1989-01-05 |
PT79266A (en) | 1984-10-01 |
MY100231A (en) | 1990-05-29 |
EP0136124A3 (en) | 1985-09-11 |
AU3356484A (en) | 1985-05-16 |
JPS6092519A (en) | 1985-05-24 |
NZ205792A (en) | 1987-03-31 |
JPH057494B2 (en) | 1993-01-28 |
PT79266B (en) | 1986-07-17 |
EP0136124A2 (en) | 1985-04-03 |
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