GB2120167A - A deformable structure and method of using such a structure - Google Patents
A deformable structure and method of using such a structure Download PDFInfo
- Publication number
- GB2120167A GB2120167A GB08310695A GB8310695A GB2120167A GB 2120167 A GB2120167 A GB 2120167A GB 08310695 A GB08310695 A GB 08310695A GB 8310695 A GB8310695 A GB 8310695A GB 2120167 A GB2120167 A GB 2120167A
- Authority
- GB
- United Kingdom
- Prior art keywords
- separating arrangement
- sheets
- board
- deformable
- foam material
- 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
- 238000000034 method Methods 0.000 title claims abstract description 10
- 239000000463 material Substances 0.000 claims abstract description 24
- 239000006261 foam material Substances 0.000 claims description 10
- 238000009416 shuttering Methods 0.000 claims description 2
- 239000006260 foam Substances 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 8
- 238000005266 casting Methods 0.000 description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000009408 flooring Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 238000009435 building construction Methods 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 239000011093 chipboard Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 239000004794 expanded polystyrene Substances 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000011121 hardwood Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B5/00—Layered products characterised by the non- homogeneity or physical structure, i.e. comprising a fibrous, filamentary, particulate or foam layer; Layered products characterised by having a layer differing constitutionally or physically in different parts
- B32B5/18—Layered products characterised by the non- homogeneity or physical structure, i.e. comprising a fibrous, filamentary, particulate or foam layer; Layered products characterised by having a layer differing constitutionally or physically in different parts characterised by features of a layer of foamed material
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B21/00—Layered products comprising a layer of wood, e.g. wood board, veneer, wood particle board
- B32B21/02—Layered products comprising a layer of wood, e.g. wood board, veneer, wood particle board the layer being formed of fibres, chips, or particles, e.g. MDF, HDF, OSB, chipboard, particle board, hardboard
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B21/00—Layered products comprising a layer of wood, e.g. wood board, veneer, wood particle board
- B32B21/04—Layered products comprising a layer of wood, e.g. wood board, veneer, wood particle board comprising wood as the main or only constituent of a layer, which is next to another layer of the same or of a different material
- B32B21/047—Layered products comprising a layer of wood, e.g. wood board, veneer, wood particle board comprising wood as the main or only constituent of a layer, which is next to another layer of the same or of a different material of foam
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B3/00—Layered products comprising a layer with external or internal discontinuities or unevennesses, or a layer of non-planar shape; Layered products comprising a layer having particular features of form
- B32B3/10—Layered products comprising a layer with external or internal discontinuities or unevennesses, or a layer of non-planar shape; Layered products comprising a layer having particular features of form characterised by a discontinuous layer, i.e. formed of separate pieces of material
- B32B3/12—Layered products comprising a layer with external or internal discontinuities or unevennesses, or a layer of non-planar shape; Layered products comprising a layer having particular features of form characterised by a discontinuous layer, i.e. formed of separate pieces of material characterised by a layer of regularly- arranged cells, e.g. a honeycomb structure
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/08—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against transmission of vibrations or movements in the foundation soil
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0007—Base structures; Cellars
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
- E04C2/296—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and non-metallic or unspecified sheet-material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/05—Forming boards or similar elements the form surface being of plastics
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/08—Forming boards or similar elements, which are collapsible, foldable, or able to be rolled up
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/08—Forming boards or similar elements, which are collapsible, foldable, or able to be rolled up
- E04G9/086—Forming boards or similar elements, which are collapsible, foldable, or able to be rolled up which are specially adapted to be degradable in time, e.g. by moisture or water
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B2250/00—Layers arrangement
- B32B2250/40—Symmetrical or sandwich layers, e.g. ABA, ABCBA, ABCCBA
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B2307/00—Properties of the layers or laminate
- B32B2307/70—Other properties
- B32B2307/726—Permeability to liquids, absorption
- B32B2307/7265—Non-permeable
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B2419/00—Buildings or parts thereof
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mechanical Engineering (AREA)
- Wood Science & Technology (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Floor Finish (AREA)
Abstract
A deformable structure comprises two sheets (2, 3) of material between which is sandwiched a separating arrangement (4) filling at least part of the space between the two sheets, the separating arrangement (4) being formed from a material which is collapsible under pressure. The arrangement may be a foam, optionally in the form of spaced blocks; a honeycomb may be used. The invention also includes a method of building using such a structure. <IMAGE>
Description
SPECIFICATION
A deformable structure and method of using such a structure
This invention relates to a deformable structure which is primarily designed for use in concrete casting operations and also to a method of building construction which uses such a structure when casting concrete parts thereof.
In modern times, the construction industry has made considerable use of concrete both for casting foundations and in the construction of flooring. These techniques have been applicable both to large scale buildings such as offices, factories and blocks of flats we well as to the construction of private dwellings.
However, one of the difficulties which is encountered in building construction resides in the movement of the ground upon which the structure rests. Where this movement is serious, foundations can be disrupted and concrete floors can be either cracked and broken up or can be bodily shifted from the foundations. In the worst cases of such movement, for instance, total destruction of the building can result in that the building can be damaged beyond repair and may need to be demolished for safety reasons.
One cause of such ground movement is found where buildings are constructed on ciay soil. Clay soil, as is known, swells very substantially when wet and can cause for example, a vertical movement of the ground level of 30 mm between its wet and dry states.
The present invention seeks to provide a deformable structure which will enable certain movements of the ground to be taken up while allowing normal building structure procedures, i.e. the use of casting in concrete.
According to the invention there is provided a deformable structure comprising two sheets of material between which is sandwiched a separating arrangement filling at least part of the space between the two sheets, the separating arrangement being formed from a material which is compressible under pressure.
The invention includes a method of building using a deformable structure such as that above referred to.
The invention will now be described in greater detail, by way of example with reference to the drawings, in which: Figure 1 is a part cross sectional perspective view of one form of collapsible structure in accordance with the invention;
Figure 2 is a diagrammatic representation for illustrating the relative strength required for these particular constructional considerations.
Figure 3 is a part cross sectional broken away perspective view of a second form of collapsible structure in accordance with the invention;
Figure 4 is a part cross sectional broken away perspective view of a third form of collapsible structure in accordance with the invention; and
Figure 5 is a part cross sectional broken away perspective view of a fourth form of collapsible structure in accordance with the invention.
Referring firstly to Fig. 1, a part of a board 1 comprising a deformable structure in accordance with the invention, is shown in perspective view with the board cut away to show the internal structure. From this figure it will be seen that the board 1 comprises two sheets 2 and 3 of a suitable material which is not significantly attacked by water, such as chipboard or composition board, which form the outer layers of the present board 1. Sandwiched between these two sheets 2 and 3 is compressible separating medium 4 which, in the example shown, comprises an expanded material which is compressible and is equally not attacked by the presence of water. The expanded material may be an inorganic foam or may be of plastics material. The choice of material used will depend upon the properties which the board is required to have and will be described in greater detail hereinafter.
In the construction of the boards, the outer sheets 2 and 3 may suitably be glued to the separating medium 4 or the separating medium 4 can be firmly attached to the sheets 2 and 3 by being produced in situ between the sheets. Suitable materials for the construction of separating materials include the inorganic foam sold by ICI under the designation IF70 or expanded polystyrene.
The expanded material may have either open or closed cells as desired.
While in the above embodiment it is stressed that it is desired to avoid the action of water on the materials of the outer sheets of boards and also on the sandwiched material between them, it is to be understood that while this permits the use of these boards in conditions of significant moisture, other conditions may permit the use of compressible boards which are only partly or even nonresistant to water.
The boards constructed in accordance with the invention, are suitable for use in the casting of concrete both for foundations and for flooring and any other application that requires the take up of pressure which is subsequently applied to the structure, i.e.
after its construction but which is not present at the time of construction. Thus normal preparation is carried out and the boards are set up to form parts of a mould or mould cavity, i.e. as bases or shuttering and the concrete is then cast therein. Subsequent movement of the surrounding ground or other material which will otherwise act on the cast concrete will act initially on the compressible board.
The board is designed to stand up to pressures which are greater than those which are used in the casting operation namely the forces produced by the weight of the casting material but which give way under the action of forces which would be sufficient to have a deliterious effect on the cast structure.
It will be clear to a structural engineer what the give way point of the board requires to be in any particular circumstances and by the selective use of the various materials available for the construction of the boards, the compressibility of the board can be set over a fairly large range.
Fig. 2 shows diagrammatically the circumstances present in the use of a board in constructing a piece of flooring whereby the forces involved are indicated diagrammatically. Thus Fig. 2 shows the compressible board which lies underneath the concrete floor or slab 9 at 10. Acting on the underside 11 of the compressible board 10 is the force Fs produced by the movement of the soil. On the upper side 1 2 of the board the weight of the concrete slab We acts. Forces Fa present at each end of the concrete slab represent the anchoring forces which anchor the concrete slab against its being pushed upwards. It is to be understood that until there is movement of the ground, once the concrete slab has been set, no forces act on the board.Once however the movement of the ground takes place, it acts with the force Fs upon the underside 1 7 of the board while the forces Fa and Wc produced by reaction of the structure will act on the other side of the board. It is these forces which have been represented. A further force also has to be taken into consideration i.e. the force which, if applied to the concrete slab,will cause it to break up. This force has been referred to as Fb. Thus in general terms, the board should be able to resist without compression the force We but should compress under the action of excess force produced by ground movement i.e. when Fs2Fb and when FsoFc + We.
It is to be understood that the above is an over simplification since the effects, particularly in the break up of concrete, depend on the form of application of force i.e. a force having a point loading will do more damage to the concrete than a force which is spread over an area.
Similar situations also arise with movements and pressures against non horizontal cast structures.
The separating arrangement can take a number of different forms and three of these are shown in Figs. 3 to 5.
In Fig. 3, the foam material is produced in the form of a honeycomb structure 5. This provides for a saving in the foam material and enables significant control over the collapsing pressure, e.g. by use of appropriate dimensioning.
In Fig. 4, there is shown an arrangement using strips 6 of foam material and in Fig. 5 there is an arrangement using blocks 7 of material.
A suitable spacing of the strips or blocks is a one to one ratio, e.g. 6 inches of block or strip and then a 6 inch space.
It will be appreciated that various modifications may be made to the above described embodiment without departing from the scope of the invention.
For example other material may be used as the outer sheets such as hardwood, plywood etc. While the material sandwiched between the sheets has been described as being permanently compressed, i.e. destroyed in certain circumstances, the sandwiched material may be of a more spongy nature and may return to or approach its original dimensions once the compressing forces have been removed.
In the embodiments shown in Figs. 3 to 5, the voids may be filled with other material if desired. This will normally have a lower resistance to compression than the main foam material. In the event of the voids being filled, the compressibility of the boards may be determined by a combination of the properties of both the main foam and the filler.
Any other desired configurations of the foam material may be used. E.g. a grid structure may be used having a rectangular mesh.
Circular voids could also be used.
Claims (11)
1. A deformable structure comprising two sheets of material between which is sandwiched a separating arrangement filling at least part of the space between the two sheets, the separating arrangement being forced from a material which is compressible under pressure.
2. A structure as claimed in claim 1, wherein the separating arrangement comprises an expanded foam material.
3. A structure as claimed in claim 2, wherein the separating arrangement fills the whole of the space between the sheets.
4. A structure as claimed in claim 2, wherein the separating arrangement is arranged in a patterned form with voids incorporated therein.
5. A structure as claimed in claim 4, wherein the separating arrangement has a honeycomb structure.
6. A structure as claimed in claim 4, wherein the separating arrangement comprises a plurality of strips of foam material.
7. A structure as claimed in claim 4 wherein the separating arrangement comprises a plurality of blocks of foam material.
8. A structure as claimed in any one of claims 1 to 7, wherein the foam material is impermeable to moisture.
9. A structure as claimed in any one of claims 1 to 7, wherein the foam material is resistant to moisture.
10. A deformable structure substantially as described herein with reference to the drawings.
11. A method of building comprising forming shuttering and/or supporting structures for concrete from boards of a deformable structure as claimed in any one of claims 1 to 10.
1 2. A method of building using a deformable structure, which method is substantially as described herein.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB8211450 | 1982-04-21 |
Publications (3)
Publication Number | Publication Date |
---|---|
GB8310695D0 GB8310695D0 (en) | 1983-05-25 |
GB2120167A true GB2120167A (en) | 1983-11-30 |
GB2120167B GB2120167B (en) | 1986-07-09 |
Family
ID=10529810
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB08310695A Expired GB2120167B (en) | 1982-04-21 | 1983-04-20 | A deformable structure and method of using such a structure |
Country Status (2)
Country | Link |
---|---|
FR (1) | FR2525528A1 (en) |
GB (1) | GB2120167B (en) |
Cited By (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2183282A (en) * | 1985-11-14 | 1987-06-03 | Jeffrey Charles Arthur Forkes | Building element |
GB2196681A (en) * | 1986-09-29 | 1988-05-05 | Sydney Robert Ashley | Members for casting concrete |
GB2206637A (en) * | 1987-06-29 | 1989-01-11 | Cordek Ltd | Collapsible shuttering to absorb ground heave |
GB2241976A (en) * | 1987-06-29 | 1991-09-18 | Cordek Ltd | Shuttering for use in casting slabs or beams |
US5426896A (en) * | 1991-02-12 | 1995-06-27 | Void Formers Limited | Building method and apparatus |
EP1002903A1 (en) * | 1998-11-19 | 2000-05-24 | Nakamura Bussan Co., Ltd. | Base structure of building and construction method thereof |
US6581340B2 (en) | 2000-09-22 | 2003-06-24 | Innovacion Y Diseno Orovay, S.L. | Modular anti-seismic protection device to be used in buildings and similar constructions |
WO2003080330A1 (en) * | 2002-03-26 | 2003-10-02 | Basf Aktiengesellschaft | Composite elements |
FR2871724A1 (en) * | 2004-06-18 | 2005-12-23 | Gaillon Soc Par Actions Simpli | Twin-wall multi-channel sheet material has one main wall or at least outer portion of same made from expanded thermoplastic material |
FR2871722A1 (en) * | 2004-06-18 | 2005-12-23 | Gaillon Soc Par Actions Simpli | Alveolar material, used e.g. to prepare packing boxes, comprises two base walls forming main faces of the material and partitions perpendicular to the base walls (where the partitions and base walls are made up of rigid cellular material) |
GB2417283A (en) * | 2002-07-02 | 2006-02-22 | Cordek Ltd | Collapsible shuttering for use in casting slabs or beams |
FR2876624A1 (en) * | 2004-10-19 | 2006-04-21 | Gaillon Soc Par Actions Simpli | Multi-channel sheet, panel or profile is made at least partly from thermoplastic elastomer to provide shock absorbing properties |
GB2486723A (en) * | 2010-12-23 | 2012-06-27 | Cordek Ltd | Shuttering |
US9675122B2 (en) | 2009-06-23 | 2017-06-13 | Nike, Inc. | Apparel incorporating a protective element |
US9756884B2 (en) | 2011-02-25 | 2017-09-12 | Nike, Inc. | Articles of apparel incorporating cushioning elements and methods of manufacturing the articles of apparel |
US10034498B2 (en) | 2011-07-25 | 2018-07-31 | Nike, Inc. | Articles of apparel incorporating cushioning elements |
US10390573B2 (en) | 2008-08-01 | 2019-08-27 | Nike, Inc. | Apparel with selectively attachable and detachable elements |
US10499694B2 (en) | 2008-08-01 | 2019-12-10 | Nike, Inc. | Apparel with selectively attachable and detachable elements |
US10959476B2 (en) | 2011-07-25 | 2021-03-30 | Nike, Inc. | Articles of apparel incorporating cushioning elements |
Families Citing this family (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2771427B1 (en) * | 1997-11-21 | 2000-02-18 | Sol Comp Du | ANTI-FRICTION DEVICE FOR A UNDERGROUND STRUCTURE |
US8438669B2 (en) | 2009-06-23 | 2013-05-14 | Nike, Inc. | Apparel incorporating a protective element |
US9149084B2 (en) | 2009-06-23 | 2015-10-06 | Nike, Inc. | Apparel incorporating a protective element and method for making |
US8438667B2 (en) | 2009-09-24 | 2013-05-14 | Nike, Inc. | Apparel incorporating a protective element |
US8719965B2 (en) | 2009-09-24 | 2014-05-13 | Nike, Inc. | Apparel incorporating a protective element |
US8702895B2 (en) | 2010-04-07 | 2014-04-22 | Nike, Inc. | Cushioning elements for apparel and other products and methods of manufacturing the cushioning elements |
US9505203B2 (en) | 2010-11-30 | 2016-11-29 | Nike, Inc. | Method of manufacturing dye-sublimation printed elements |
US8764931B2 (en) | 2011-05-19 | 2014-07-01 | Nike, Inc. | Method of manufacturing cushioning elements for apparel and other products |
US9386812B2 (en) | 2011-07-25 | 2016-07-12 | Nike, Inc. | Articles of apparel incorporating cushioning elements |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB856441A (en) * | 1957-02-19 | 1960-12-14 | Fokko Dijksterhuis | Improvements in or relating to laminated panels |
GB900960A (en) * | 1959-11-07 | 1962-07-11 | Houilleres Bassin Du Nord | Production of light structural members |
GB912443A (en) * | 1959-09-30 | 1962-12-05 | Welsh Mouldings Ltd | Improvements in composite sheet material for use in miscellaneous constructional purposes |
GB993425A (en) * | 1961-11-02 | 1965-05-26 | Dufaylite Dev Ltd | Honeycomb materials |
GB1023124A (en) * | 1963-03-08 | 1966-03-16 | Venesta Mfg Ltd | Sound insulation panel |
GB1039462A (en) * | 1962-04-13 | 1966-08-17 | Luscher Ag Geb | Improvements in lightweight structural elements |
-
1983
- 1983-04-20 GB GB08310695A patent/GB2120167B/en not_active Expired
- 1983-04-20 FR FR8306584A patent/FR2525528A1/en not_active Withdrawn
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB856441A (en) * | 1957-02-19 | 1960-12-14 | Fokko Dijksterhuis | Improvements in or relating to laminated panels |
GB912443A (en) * | 1959-09-30 | 1962-12-05 | Welsh Mouldings Ltd | Improvements in composite sheet material for use in miscellaneous constructional purposes |
GB900960A (en) * | 1959-11-07 | 1962-07-11 | Houilleres Bassin Du Nord | Production of light structural members |
GB993425A (en) * | 1961-11-02 | 1965-05-26 | Dufaylite Dev Ltd | Honeycomb materials |
GB1039462A (en) * | 1962-04-13 | 1966-08-17 | Luscher Ag Geb | Improvements in lightweight structural elements |
GB1023124A (en) * | 1963-03-08 | 1966-03-16 | Venesta Mfg Ltd | Sound insulation panel |
Cited By (34)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2183282A (en) * | 1985-11-14 | 1987-06-03 | Jeffrey Charles Arthur Forkes | Building element |
GB2196681B (en) * | 1986-09-29 | 1990-05-09 | Sydney Robert Ashley | Members for casting concrete |
GB2196681A (en) * | 1986-09-29 | 1988-05-05 | Sydney Robert Ashley | Members for casting concrete |
GB2241976B (en) * | 1987-06-29 | 1992-01-08 | Cordek Ltd | Shuttering for use in casting slabs or beams |
GB2241976A (en) * | 1987-06-29 | 1991-09-18 | Cordek Ltd | Shuttering for use in casting slabs or beams |
GB2206637B (en) * | 1987-06-29 | 1992-01-08 | Cordek Ltd | Shuttering for use in casting slabs or beams |
GB2206637A (en) * | 1987-06-29 | 1989-01-11 | Cordek Ltd | Collapsible shuttering to absorb ground heave |
US5426896A (en) * | 1991-02-12 | 1995-06-27 | Void Formers Limited | Building method and apparatus |
EP1002903A1 (en) * | 1998-11-19 | 2000-05-24 | Nakamura Bussan Co., Ltd. | Base structure of building and construction method thereof |
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Also Published As
Publication number | Publication date |
---|---|
GB2120167B (en) | 1986-07-09 |
GB8310695D0 (en) | 1983-05-25 |
FR2525528A1 (en) | 1983-10-28 |
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