EP1252398A1 - Wall structure - Google Patents
Wall structureInfo
- Publication number
- EP1252398A1 EP1252398A1 EP01949017A EP01949017A EP1252398A1 EP 1252398 A1 EP1252398 A1 EP 1252398A1 EP 01949017 A EP01949017 A EP 01949017A EP 01949017 A EP01949017 A EP 01949017A EP 1252398 A1 EP1252398 A1 EP 1252398A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- wall
- headers
- stretchers
- crib
- face
- 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.)
- Granted
Links
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 a crib wall structure comprising a plurality of tiers of stretchers and headers arranged for containing an in-fill material to form a crib wall.
- Crib walls are constructed primarily using stretchers, comprising elongate wooden members aligned generally along the length of the wall, arid headers comprising elongate wooden members aligned perpendicular to the general vertical plane of the wall.
- the headers and stretchers are clipped together to form box-like structures known as cribs.
- Header support blocks are fitted vertically between the tiers of headers to provide additional support to the headers.
- the material used is normally of a constant thickness in each of the components, for ease of manufacture.
- An example of such forms of crib walling is shown in EP-A-0, 136, 124.
- Each tier of the crib walling has a plurality of stretchers aligned along one or both faces of the wall and positioned end to end.
- the junctions of the end to end aligned stretchers are conventionally simple butt joints, and are positioned between headers which are spaced apart along the length of the wall, usually mid-way between a pair of headers.
- a disadvantage of this is that the pressure of the in-fill material in the crib wall often causes the free distal ends of the stretcher butt joints to deflect outwardly, with consequent weakening of the wall and also aesthetically displeasing appearance.
- a crib wall structure formed of headers and stretchers.
- the stretchers are arranged in line along the wall positioned end to end, and are provided with tongues having plane end faces abutting each other.
- the headers have end tongues adapted to with each abutting pair of stretcher tongues, with the outer end of the header tongues terminating flush with the outer faces of the stretchers.
- the respective tongues of the stretchers and headers are said to have their meeting faces so arranged as to furnish an interfitting joint adapted to lock the various members against relative movement in four horizontal directions.
- the joints involved are complex, involving various bevelled faces formed in the tongues so as to lock the structure together. This is necessary because adjacent end to end stretchers are joined by plane abutting surfaces, and because the object of the disclosure is to provide a flush finished face to the wall.
- the shaped ends of the stretchers and headers are complex, and hence expensive to manufacture.
- a crib wall structure comprising: a plurality of tiers of stretchers and headers arranged for containing in-fill material to form a crib wall having at least one exposed face; the stretchers comprising elongate wooden members aligned generally along the length of the wall and the headers comprising elongate wooden members aligned generally perpendicular to the general plane of the wall; each tier of headers comprising a plurality of headers spaced apart along the length of the wall, the headers in adjacent tiers being in register with each other, each pair of in-register headers being separated at said at least one face of the wall by a stretcher spanning at least two headers in a tier, each tier having a plurality of stretchers aligned along said at least one face of the wall and positioned end to end; in which each junction of a pair of end to end adjacent stretchers in a tier is positioned between and in register with a pair of headers in adjacent tiers, and each said junction of a
- each header extends outwardly beyond its associated stretchers at the said at least one exposed face of the wall, the stretchers being located in cut out portions in the headers, the cut out portions being spaced inwardly from the outer ends of the headers.
- each cut out portion has a rectangular cut out having two end faces generally perpendicular to the length of the header and a longitudinal face generally parallel to the length of header.
- each junction of a pair of end to end adjacent stretchers in a tier is a half lap joint, also known as a half butt joint, in which each protruding tongue is substantially half the thickness of the stretcher.
- lap joint also known as a half butt joint, in which each protruding tongue is substantially half the thickness of the stretcher.
- other forms of lap joint may be used.
- each protruding tongue has a length greater than the thickness of the associated pair of in-register headers which are separated by the stretchers at the lap joint, the lap joint being positioned so that the tongues extend beyond the pair of in- register headers on either side thereof.
- each header is shaped with opposed cut out portions in the region of each end of the header, each pair of adjacent in-register headers of adjacent tiers being separated at at least one face of the wall by a stretcher located in a pair of cut outs of said adjacent in-register headers.
- Each pair of in-register headers in adjacent tiers may be separated by a stretcher, as set out before, with the other ends of the headers on the other face of the wall being separated by other means.
- each pair of in-register headers may be separated by a key block comprising a wooden block spanning only one header in a tier.
- stretchers are provided on both sides of the crib wall.
- the wall is a retaining wall for retaining material contiguous with one face of the wall, and in such a retaining wall it may preferably be arranged that the headers of adjacent tiers are separated at both faces of the wall by stretchers spanning at least two headers, the thickness of the stretchers on the exposed face of the wall being greater than on the face of the wall contiguous with the retained material.
- stretchers spanning at least two headers, the thickness of the stretchers on the exposed face of the wall being greater than on the face of the wall contiguous with the retained material.
- the positioning of the junctions of stretchers in register with adjacent headers gives increased strength, and reduces movement of the distal unsupported ends of the stretchers by the in-fill material.
- the arrangement avoids gaps opening up between stretchers, and also allows the headers to be spaced more widely apart along the length of the wall.
- the lap joint arrangement gives added advantages of strength and stability, and also gives a better aesthetic appearance from the front of the wall, if movement longitudinally of the stretchers occurs. If due to movement two adjacent stretchers move apart, the effect of the lap joint is that no unsightly gap appears.
- this arrangement takes account of the different design loadings which are applicable to the front and back stretchers, and allows the thickness to be adjusted accordingly.
- the variation of the thickness of the stretcher from front to back stretchers means that these can be made more economically.
- the more heavily loaded front stretcher needs to be heavier than the rear which is buried and surrounded by in-fill, for example stone in-fill.
- the invention finds application particularly in retaining walls, the invention may also be used in a vertical free standing wall, for example for sound and visual barrier systems.
- a crib wall structure comprising a plurality of tiers of stretchers and headers arranged for containing in-fill material to form a crib wall; the stretchers comprising elongate wooden members aligned generally along the length of the wall and the headers comprising elongate wooden members aligned generally perpendicular to the general plane of the wall; each tier of headers comprising a plurality of headers spaced apart along the length of the wall, the headers in adjacent tiers being in register with each other, each pair of in-register headers being separated at at least one face of the wall by a stretcher spanning at least two headers in a tier, each tier having a plurality of stretchers aligned along said at least one face of the wall and positioned end to end; in which each junction of a pair of end to end adjacent stretchers in a tier is a lap joint in which each stretcher at the joint has a protruding tongue, of thickness less than the thickness
- Figure 1 is a perspective view of one face of a crib wall, as previously known
- Figure 2 is a perspective view of a know crib wall structure which may form part of a crib wall as shown in Figure 1 ;
- Figure 3 is a plan view from above of the known crib wall of Figure 1 , after use for some period of time;
- Figure 4 is a perspective view of part of a crib wall structure embodying the present invention;
- Figure 5 is a plan view from above of a junction of stretchers shown in Figure 4.
- Figure 6 is a perspective view of a crib wall embodying the invention, in elevation
- Figure 7 is a plan view from above of a crib wall embodying the invention.
- Figures 8 and 9 are plan views of alternative junctions between stretchers which may be used in place of the junction of Figure 5.
- a known crib wall is formed from a plurality of tiers of stretchers 11 and headers 12 arranged in a box like structure for containing in-fill material 13, also known as back-fill.
- the filling material within wall 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 20mm and 100mm stone size is considered ideal.
- the stretchers 11 comprise elongate wooden members aligned generally along the length of the wall 10, and the headers 12 comprise elongate wooden members aligned generally perpendicular to the general plane of the wall 10.
- Each tier of headers 12 comprises a plurality of headers spaced apart along the length of the wall, the headers 12 in adjacent tiers being in register with each other, one above the other.
- each pair of in-register headers 12 is separated at each face of the wall by a stretcher 11 which spans two headers 12 in each tier.
- each tier has a plurality of stretchers 11 aligned along the face of the wall, and positioned end to end.
- Each pair of stretchers 11 meets at a simple end on butt joint 14 which is positioned mid-way between a pair of headers 12.
- each header 12 has at each end thereof a pair of opposed cut-out portions 15, to accommodate the stretchers 11 which separate the tiers of headers 12. Between each pair of in-register headers 12 in adjacent tiers, is positioned a header support block 16 which assists in preventing crushing of the crib work by the weight of the upper tiers and the in-fill material.
- the header support blocks 16 may be omitted in the upper part of the wall, according to design requirements.
- Figure 3 shows the problem which may arise with a known crib wall such as has been described. Because the butt joint of end to end stretchers 11 is positioned mid-way between adjacent headers 12, the distal end of each stretcher is cantilevered from the header which supports it, to the central point between the headers. This can give rise to deflection of the distal ends of the stretchers 11 as shown at the junctions 14A, 14B and 14C.
- FIG. 4 to 7 there is shown a crib wall embodying the invention which overcomes or diminishes the disadvantages mentioned.
- like reference numerals are used for components which correspond to those described in the previous Figures.
- the crib wall 110 in Figure 6 is made from a plurality of tiers of stretchers 111 and headers 112 arranged generally in the same manner as in a known crib wall.
- each junction 114 of adjacent stretchers 111 is a half lap joint (also known as a half butt joint), and is positioned between and in register with a pair of in-register headers 112.
- each junction 114 of a pair of stretchers 111 is a lap joint in which each stretcher 111 has a protruding tongue 117 which overlaps with a corresponding tongue 1 17 on the other stretcher at the joint.
- each tongue 1 17 is of a thickness half the thickness of the stretcher 111 , although in other arrangements this may be varied.
- the lap joint 114 is arranged so that the mating surfaces of the two tongues 117 are substantially parallel to the face of the wall, that is to say approximately vertical.
- each junction 114 is positioned so that the centre of the junction, half way along each tongue 117, is positioned in line with a central axis of the associated header 112. Also, each protruding tongue 117 has a length greater than the thickness of the associated pair of in- register headers 112 so that the tongues 117 extend beyond the pair of in- register headers 112 on either side thereof.
- Each of the headers 112 is shaped with opposed cut out portions 115 in the region of each end of the header, and each junction 114 of adjacent stretchers 111 is located in a pair of cut-outs 115 of the associated headers.
- Each header 112 extends outwardly beyond its associated stretchers 111 at the exposed face 119 of the wall.
- the stretchers are located in the cut out portions 115 in the headers, the cut out portions being spaced inwardly from the outer ends of the headers.
- Each cut out portion 115 is a rectangular cut out having two end faces generally perpendicular to the length of the header and a longitudinal face generally parallel to the length of header. The dimensions of the cut outs correspond to the dimensions of a cross section of a stretcher so that the lap joint of two adjacent stretchers fits into the cut outs of adjacent headers.
- Figure 4 also shows a preferred feature of the invention, which is used when the retaining wall 110 is designed to be a retaining wall for retaining material contiguous with the rear face of the wall, as shown in Figure 7.
- the thickness of the rear stretchers 111 on the front, exposed face 119 of the wall are of greater thickness than the stretchers on the rear face 120 of the wall which is contiguous with the retained material.
- the design of the rear stretcher is for it to be of lesser thickness than the front. This allows savings of material.
- the more heavily loaded front stretchers, having an unsupported outer edge needs to be heavier than the rear which is buried and surrounded by stone in-fill.
- the positioning of the half butt joints 117 in the region of the headers 112 reduces the likelihood of deflection of the distal ends of the stretchers. Another advantage is that if any shrinkage occurs, the half lap joint gives the appearance of continuity of the front of the wall, as no gap between simple abutting ends is visible.
- Figures 8 and 9 show alternative forms of lap joint which may be provided between adjacent stretchers 111.
- the joint 114 is made by fingers 117 of adjacent stretchers overlapping, but with each finger having a tapered thickness reducing towards its distal end.
- each finger 117 of a joint 114 has a stepped configuration with its thickness diminishing in steps towards its distal end.
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)
- Finishing Walls (AREA)
- Glass Compositions (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
Description
Claims
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB0002676 | 2000-02-04 | ||
GBGB0002676.5A GB0002676D0 (en) | 2000-02-04 | 2000-02-04 | Wall structure |
PCT/GB2001/000443 WO2001057323A1 (en) | 2000-02-04 | 2001-02-02 | Wall structure |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1252398A1 true EP1252398A1 (en) | 2002-10-30 |
EP1252398B1 EP1252398B1 (en) | 2004-05-19 |
Family
ID=9885035
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP01949017A Expired - Lifetime EP1252398B1 (en) | 2000-02-04 | 2001-02-02 | Wall structure |
Country Status (6)
Country | Link |
---|---|
EP (1) | EP1252398B1 (en) |
AT (1) | ATE267302T1 (en) |
AU (1) | AU2001228717A1 (en) |
DE (1) | DE60103365T2 (en) |
GB (1) | GB0002676D0 (en) |
WO (1) | WO2001057323A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2880903A1 (en) | 2005-01-18 | 2006-07-21 | Jean Francois Niel | MODULAR CONSTRUCTION ELEMENT FOR REALIZING A WORK |
Families Citing this family (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2481191A (en) | 2010-02-25 | 2011-12-21 | Sita Information Networking Computing Ireland Ltd | Graphical development tool for software application development |
MY158867A (en) | 2010-12-21 | 2016-11-16 | Sita N V | Reservation system and method |
EP2740082A1 (en) | 2011-08-03 | 2014-06-11 | Sita Information Networking Computing USA, Inc. | Item handling and tracking system and method therefor |
GB2499288A (en) | 2012-02-09 | 2013-08-14 | Sita Inf Networking Computing Usa Inc | Path determination |
US9087204B2 (en) | 2012-04-10 | 2015-07-21 | Sita Information Networking Computing Ireland Limited | Airport security check system and method therefor |
GB2515142B (en) | 2013-06-14 | 2020-12-16 | Sita Information Networking Computing Ireland Ltd | Portable user control system and method therefor |
GB2523441A (en) | 2014-02-19 | 2015-08-26 | Sita Information Networking Computing Ireland Ltd | Reservation system and method therefor |
US10001546B2 (en) | 2014-12-02 | 2018-06-19 | Sita Information Networking Computing Uk Limited | Apparatus for monitoring aircraft position |
EP3613904B1 (en) | 2018-08-23 | 2023-10-04 | Keller Holding GmbH | Crib wall structure |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1749303A (en) | 1928-02-13 | 1930-03-04 | Josiah B Rutter | Cribbing |
US2085058A (en) * | 1934-03-12 | 1937-06-29 | Wood Henry Allyn | Guardrail |
NZ205792A (en) | 1983-09-28 | 1987-03-31 | Evans Bay Timber Co Ltd | Cribwalling:headers with longitudinal groove |
-
2000
- 2000-02-04 GB GBGB0002676.5A patent/GB0002676D0/en not_active Ceased
-
2001
- 2001-02-02 EP EP01949017A patent/EP1252398B1/en not_active Expired - Lifetime
- 2001-02-02 AT AT01949017T patent/ATE267302T1/en not_active IP Right Cessation
- 2001-02-02 WO PCT/GB2001/000443 patent/WO2001057323A1/en active IP Right Grant
- 2001-02-02 AU AU2001228717A patent/AU2001228717A1/en not_active Abandoned
- 2001-02-02 DE DE60103365T patent/DE60103365T2/en not_active Expired - Fee Related
Non-Patent Citations (1)
Title |
---|
See references of WO0157323A1 * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2880903A1 (en) | 2005-01-18 | 2006-07-21 | Jean Francois Niel | MODULAR CONSTRUCTION ELEMENT FOR REALIZING A WORK |
Also Published As
Publication number | Publication date |
---|---|
GB0002676D0 (en) | 2000-03-29 |
ATE267302T1 (en) | 2004-06-15 |
DE60103365D1 (en) | 2004-06-24 |
WO2001057323A1 (en) | 2001-08-09 |
EP1252398B1 (en) | 2004-05-19 |
AU2001228717A1 (en) | 2001-08-14 |
DE60103365T2 (en) | 2005-08-11 |
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