WO1989000635A1 - Composite type panel - Google Patents
Composite type panel Download PDFInfo
- Publication number
- WO1989000635A1 WO1989000635A1 PCT/SE1988/000386 SE8800386W WO8900635A1 WO 1989000635 A1 WO1989000635 A1 WO 1989000635A1 SE 8800386 W SE8800386 W SE 8800386W WO 8900635 A1 WO8900635 A1 WO 8900635A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- sheets
- shaped
- edge
- girders
- panel
- Prior art date
Links
Classifications
-
- 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
- E04C2/292—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 sheet metal
-
- 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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
- E04G1/152—Platforms made of metal or with metal-supporting frame
-
- 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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
- E04G1/153—Platforms made of plastics, with or without reinforcement
Definitions
- the present invention relates to a panel of composite structure.
- a panel of composite structure which is well suited to form a platform in scaffolds, i. e. the element of a scaffold, which forms the floor of the several floor plans of the scaffold.
- the mounting and demounting of scaffolds is a heavy and laborious work since the elements of scaf ⁇ folds of conventional type are heavy and hard to handle. Those people who are engaged in this type of work therefore often suffer of difficult industrial injuries.
- scaffolds have been proposed re ⁇ cently which are composed of light elements which do not weigh over 10 kg except the platforms which in these scaffolds are made of wood and are relatively heavy. Accordingly, there is a clear need of a lig- hter and more easily handled scaffold platform.
- the object of the invention is to provide a panel of composite structure which can be used as a scaffold panel or a mold panel and in all prob ⁇ ability can be used also in other connections and which is of such structure that it can be classified as a light element.
- this object is achieved by the panel having obtained the charac ⁇ teristics of claim 1.
- the invention also provides a method for manu ⁇ facturing the panel having the characteristics of claim 8.
- FIG. 1 is a side view of a scaffold panel ac ⁇ cording to the invention
- FIG. 2° is a plan view of the scaffold panel
- FIG. 3 is a cross sectional view of the scaf ⁇ fold panel in the left half of the metal structure only, forming part of the scaffold panel, and in the right half of the complete scaffold panel, and
- FIG. 4 is a fragmentary perspective view of the end portion of the scaffold panel.
- the scaffold panel shown in the drawing is of a composite structure and comprises two longitudinal edge girders 10 of box-shaped profile and two sheets 11 located between the girders and mutually spaced.
- the edge girders consist- of a material having a coefficient of elasticity which is larger than the coefficient of the material of the sheets to impart to the scaffold panel the necessary stiffness.
- the edge girders consist of steel, and in that case they should be surfaced e. g. zinkified or aluminized, to prevent ' corrosion, the sheets preferably consisting of alu ⁇ minium sheets which have a coefficient of elasticity which is about 1/3 of the coefficient of elasticity
- the sheets form hook-shaped edge portions 12, and at these edge portions the sheets engage hook-shaped - edge portions 13 of the edge girders.
- the edge girders and the sheets define a cavity 14 which ex- tends continuously between the sheets into the box- shaped girders ' as will be seen from the left half of
- FIG. 3 and this cavity isfilled with a core material 15 as will be seen from the right half of
- the core material can con- sist of a rigid foam material, preferably a foamed plastics material such as foamed polyurethane free of freon and having
- the foamed plastics material not only stiffens the box structure formed by the edge girders and the sheets but also binds the engagement between the hook- shaped portions 12 and 13 the binding being par ⁇ ticularly effective if the hook-shaped portions are arranged in an oblique angle, substantially 45°, to the plane of the sheets as in the embodiment dis- closed.
- the stiffness of the scaffold platform made as a composite structure will be further increased by providing as the upper sheet a grooved sheet - preferably having wide shallow grooves as shown in the drawing - the lower sheet preferably being of the same type although the grooves of this sheet do not affect the stiffness; however, it is advan ⁇ tageous to build the scaffold of identical elements as far as it is possible.
- Each edge girder forms on the upper side there- of an edge border 16, and between the edge borders the scaffold platform is provided on the upper side thereof with a surface covering 18 the thickness of which corresponds to the height of the edge borders.
- the edge borders thus prevent the surface covering from being kicked loose.
- the surface covering consists of a rubber sheeting which has been attached to the surface of the edge girders and. the upper sheet by vulcanization after said surface having been primed.
- the vulcanization requires a temperature of about 160°C, and heating of the scaffold platform to this temperature has no adverse effects because the polyurethane foam will be af ⁇ fected at about 200°C only.
- the surface covering forms an a ⁇ ti-skid and wear layer on the scaffold panel and also protects the upper sheet against pen ⁇ etration e. g. if a heavy and sharp object were dropped onto the scaffold panel.
- the sur ⁇ face covering can easily be cleaned and is nice to walk on and, additionally, it protects the hook- shaped engaging portions 12, 13 on the upper side of the scaffold platform against penetration of water thereinto and following corrosion.
- the scaffold platform is terminated at the ends thereof by means of end caps 18 of plastics which close the cavity of the scaffold platform, filled with foamed plastics material, at the ends of the platform.
- the scaffold platform forms two recesses 19, preferably rubber faced, in each edge girder to receive therein the bars or beams of the scaffold, in which the scaffold plat ⁇ form is to be supported.
- Several scaffold platforms are arranged in a row one beside the other on said * bars or beams to form a floor plane in the scaffold.
- each edge girder on the inner side thereof forms a longitudi ⁇ nal channeled depression 20. By this arrangement the" edge girder can be used as a handle in order that the scaffold platform can be easily carried and handled.
- the follow ⁇ ing procedure is applied.
- the edge girders 10 and the two sheets 11 have been engaged with each other at the hook-shaped portions 12, 13 in a fix- ture which secures the position and interengagement of the elements
- the two end caps 18 are mounted to close the cavity 14 defined by the edge girders, the sheets, and the end caps.
- In one end cap there is provided an aperture and through this aperture a nozzle is inserted for injecting the components of the rigid foam plastics material 15 which shall form part of the scaffold platform structure.
- These com ⁇ ponents are foamed in the cavity 14 and fills this cavity to set in situ therein.
- the aperture in said one end cap then is closed preferably by means of a plastics plug.
- the metal sheets 11 can be replaced by sheets of another material than metal e. g plastics or wood. It is not necessary that the core material i ⁇ a foamed material since other materials which adhere to the sheets and the edge girders and can be in ⁇ jected into the cavity defined by the sheets and girders to fill said cavity, can also be used in connection with the invention.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Laminated Bodies (AREA)
- Ladders (AREA)
- Securing Of Glass Panes Or The Like (AREA)
Abstract
A panel of composite structure comprises two bow-shaped longitudinal edge girders (10) and sheets (11) located therebetween, which are mutually spaced and hook-shaped edge portions (12) engage hook-shaped edge portions (13) on the box-shaped girders, defining a cavity (14) which extends continuously between the sheets into the box-shaped girders. The cavity is filled with a stiffening rigid core material (15) binding the interengagement of the hook-shaped edge portions. In a method for manufacturing the panel the edge girders and the sheets are fixedly secured in the intended position and the cavity defined by the edge girders and sheets is closed at the ends by means of end caps. The components of the rigid core material are injected into the cavity through one end cap. The core material fills the cavity and is hardened therein to stiffen the panel and simultaneously bind the interengagement at the hook-shaped end portions.
Description
COMPOSITE TYPE PANEL
The present invention relates to a panel of composite structure. Primarily it is intended to provide by the in¬ vention a panel of composite structure which is well suited to form a platform in scaffolds, i. e. the element of a scaffold, which forms the floor of the several floor plans of the scaffold. The mounting and demounting of scaffolds is a heavy and laborious work since the elements of scaf¬ folds of conventional type are heavy and hard to handle. Those people who are engaged in this type of work therefore often suffer of difficult industrial injuries. However, scaffolds have been proposed re¬ cently which are composed of light elements which do not weigh over 10 kg except the platforms which in these scaffolds are made of wood and are relatively heavy. Accordingly, there is a clear need of a lig- hter and more easily handled scaffold platform.
Also in another sector of the building indus¬ try, viz. in case of mold panels it is desired to reduce the weight without reducing the stiffness of the mold panels as a consequence thereof, so that the mold panels can be more easily handled than the mold panels available today, which are made of iron and/or wood.
The object of the invention is to provide a panel of composite structure which can be used as a scaffold panel or a mold panel and in all prob¬ ability can be used also in other connections and which is of such structure that it can be classified as a light element.
According to the invention this object is achieved by the panel having obtained the charac¬ teristics of claim 1.
The invention also provides a method for manu¬ facturing the panel having the characteristics of claim 8.
In order to explain the invention in more de- tail reference is made to the accompanying drawing in which
FIG. 1 is a side view of a scaffold panel ac¬ cording to the invention,
FIG. 2° is a plan view of the scaffold panel, FIG. 3 is a cross sectional view of the scaf¬ fold panel in the left half of the metal structure only, forming part of the scaffold panel, and in the right half of the complete scaffold panel, and
FIG. 4 is a fragmentary perspective view of the end portion of the scaffold panel.
The scaffold panel shown in the drawing is of a composite structure and comprises two longitudinal edge girders 10 of box-shaped profile and two sheets 11 located between the girders and mutually spaced. In the preferred embodiment the edge girders consist- of a material having a coefficient of elasticity which is larger than the coefficient of the material of the sheets to impart to the scaffold panel the necessary stiffness. Preferably the edge girders consist of steel, and in that case they should be surfaced e. g. zinkified or aluminized, to prevent ' corrosion, the sheets preferably consisting of alu¬ minium sheets which have a coefficient of elasticity which is about 1/3 of the coefficient of elasticity
2 of steel (about 7000 and about 21000 kg/m ) . The sheets form hook-shaped edge portions 12, and at these edge portions the sheets engage hook-shaped - edge portions 13 of the edge girders. The edge girders and the sheets define a cavity 14 which ex- tends continuously between the sheets into the box-
shaped girders' as will be seen from the left half of
FIG. 3, and this cavity isfilled with a core material 15 as will be seen from the right half of
FIG. 3. The core material can con- sist of a rigid foam material, preferably a foamed plastics material such as foamed polyurethane free of freon and having
2 a density of 55 kg/m . As com- pared with freon foam the foam which is free from freon has a lower K value but this factor is of no importance in connection with a scaffold platform and, therefore, the environmental considerations outweigh when choosing foamed plastics material. The foamed plastics material not only stiffens the box structure formed by the edge girders and the sheets but also binds the engagement between the hook- shaped portions 12 and 13 the binding being par¬ ticularly effective if the hook-shaped portions are arranged in an oblique angle, substantially 45°, to the plane of the sheets as in the embodiment dis- closed. The stiffness of the scaffold platform made as a composite structure will be further increased by providing as the upper sheet a grooved sheet - preferably having wide shallow grooves as shown in the drawing - the lower sheet preferably being of the same type although the grooves of this sheet do not affect the stiffness; however, it is advan¬ tageous to build the scaffold of identical elements as far as it is possible.
Each edge girder forms on the upper side there- of an edge border 16, and between the edge borders the scaffold platform is provided on the upper side thereof with a surface covering 18 the thickness of which corresponds to the height of the edge borders. The edge borders thus prevent the surface covering from being kicked loose. Preferably the surface
covering consists of a rubber sheeting which has been attached to the surface of the edge girders and. the upper sheet by vulcanization after said surface having been primed. The vulcanization requires a temperature of about 160°C, and heating of the scaffold platform to this temperature has no adverse effects because the polyurethane foam will be af¬ fected at about 200°C only. The surface covering forms an aήti-skid and wear layer on the scaffold panel and also protects the upper sheet against pen¬ etration e. g. if a heavy and sharp object were dropped onto the scaffold panel. Moreover, the sur¬ face covering can easily be cleaned and is nice to walk on and, additionally, it protects the hook- shaped engaging portions 12, 13 on the upper side of the scaffold platform against penetration of water thereinto and following corrosion.
The scaffold platform is terminated at the ends thereof by means of end caps 18 of plastics which close the cavity of the scaffold platform, filled with foamed plastics material, at the ends of the platform. On the lower side the scaffold platform forms two recesses 19, preferably rubber faced, in each edge girder to receive therein the bars or beams of the scaffold, in which the scaffold plat¬ form is to be supported. Several scaffold platforms are arranged in a row one beside the other on said * bars or beams to form a floor plane in the scaffold. Finally, it should be mentioned that each edge girder on the inner side thereof forms a longitudi¬ nal channeled depression 20. By this arrangement the" edge girder can be used as a handle in order that the scaffold platform can be easily carried and handled. When the scaffold platform described is manu-
factured by the method of the invention the follow¬ ing procedure is applied. When the edge girders 10 and the two sheets 11 have been engaged with each other at the hook-shaped portions 12, 13 in a fix- ture which secures the position and interengagement of the elements, the two end caps 18 are mounted to close the cavity 14 defined by the edge girders, the sheets, and the end caps. In one end cap there is provided an aperture and through this aperture a nozzle is inserted for injecting the components of the rigid foam plastics material 15 which shall form part of the scaffold platform structure. These com¬ ponents are foamed in the cavity 14 and fills this cavity to set in situ therein. During this setting the engagement at the hook-shaped portions 12, 13 will be bound. The aperture in said one end cap then is closed preferably by means of a plastics plug. When the scaffold platform has been removed from the fixture the surface covering 17 is attached to the upper side of the scaffold platform.
The metal sheets 11 can be replaced by sheets of another material than metal e. g plastics or wood. It is not necessary that the core material iε a foamed material since other materials which adhere to the sheets and the edge girders and can be in¬ jected into the cavity defined by the sheets and girders to fill said cavity, can also be used in connection with the invention.
Claims
1. Panel of composite structure, characterized. in that said panel comprises two box-shaped longi¬ tudinal edge girders (10) and sheets (11) located therebetween, which are mutually spaced and at hook-shaped edge portions (12) engage hook-shaped edge portions (13) on the box-shaped girders, defin¬ ing a cavity (14) which extends continuously between the sheets into the box-shaped girders, and that the cavity is filled with a stiffening rigid core ma¬ terial (15) binding the engagement of the hook- shaped edge portions.
2. Panel as in claim 1 wherein the edge girders (10) are made of a material having a larger coef- ficient of elasticity than the material of the sheets (11) .
3. Panel as in claim 2 wherein the edge girders (10) consist of steel and the sheets are aluminium sheets.
4. Panel as in any of claims 1 to 5 wherein the core material consists of a foamed plastics material.
5. Panel as in any of claims 1 to 4 wherein the interengaging hook-shaped edge portions (12, 13) are arranged in an oblique angle to the plane of the sheets (11) .
6. Panel as in any of claims 1 to 5 wherein the edge girders (10) form an edge border (16) as an edge protection for a surface covering (17) provided, between the edge borders at one side of the panel.
7. Panel as in claim 3 wherein at least one sheet (11) is grooved.
8. Method for manufacturing a panel of com¬ posite structure, comprising two box-shaped longi¬ tudinal edge girders (10) and sheets (11) located therebetween, characterized in that the edge girders and the sheets are secured in a fixed position with the sheets mutually spaced and with hook-shaped por¬ tions (12) thereof engaging hook-shaped portions of the box girders and with the sheets and the edge girders defining a cavity (14) extending continu¬ ously between the sheets into the box-shaped edge girders, that the cavity is closed at the ends thereof by means of end caps (18) , and that the com¬ ponents of a rigid core material (15) is injected into the cavity through one end cap to fill the cavity, said material subsequently setting to bind the engagement at the hook-shaped portions and the mutual position of the sheets.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE8702930-2 | 1987-07-22 | ||
SE8702930A SE458538B (en) | 1987-07-22 | 1987-07-22 | TRALL FOR BUILDING STANDS AND WERE MADE TO MANUFACTURE SUCH A TRALL |
Publications (1)
Publication Number | Publication Date |
---|---|
WO1989000635A1 true WO1989000635A1 (en) | 1989-01-26 |
Family
ID=20369165
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/SE1988/000386 WO1989000635A1 (en) | 1987-07-22 | 1988-07-22 | Composite type panel |
Country Status (3)
Country | Link |
---|---|
AU (1) | AU2137688A (en) |
SE (1) | SE458538B (en) |
WO (1) | WO1989000635A1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1992001131A1 (en) * | 1990-07-06 | 1992-01-23 | Josef Welser Ohg Profilier- Und Stanzwerk | Scaffolding plank and process for producing it |
EP0485730A1 (en) * | 1990-11-13 | 1992-05-20 | THYSSEN HÜNNEBECK GmbH | Seaffold platform |
FR2757195A1 (en) * | 1996-12-18 | 1998-06-19 | Pab Services | THERMO-ACOUSTIC INSULATION PANEL FOR BUILDINGS AND METHODS OF MANUFACTURING SUCH A PANEL |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1573276A (en) * | 1968-05-15 | 1969-07-04 | ||
FI48006B (en) * | 1969-09-05 | 1974-01-31 | H Brattrud | |
DE2526620B2 (en) * | 1975-06-13 | 1979-04-05 | Somefran, Societe D'exploitation Des Brevets Mefran S.A., Florensac (Frankreich) | Scaffolding deck |
US4644724A (en) * | 1984-04-05 | 1987-02-24 | Contractual Services (Jersey) Ltd. | Sandwich panel and end strips therefor and assembly of such sandwich panels |
-
1987
- 1987-07-22 SE SE8702930A patent/SE458538B/en not_active IP Right Cessation
-
1988
- 1988-07-22 WO PCT/SE1988/000386 patent/WO1989000635A1/en unknown
- 1988-07-22 AU AU21376/88A patent/AU2137688A/en not_active Abandoned
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1573276A (en) * | 1968-05-15 | 1969-07-04 | ||
FI48006B (en) * | 1969-09-05 | 1974-01-31 | H Brattrud | |
DE2526620B2 (en) * | 1975-06-13 | 1979-04-05 | Somefran, Societe D'exploitation Des Brevets Mefran S.A., Florensac (Frankreich) | Scaffolding deck |
US4644724A (en) * | 1984-04-05 | 1987-02-24 | Contractual Services (Jersey) Ltd. | Sandwich panel and end strips therefor and assembly of such sandwich panels |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1992001131A1 (en) * | 1990-07-06 | 1992-01-23 | Josef Welser Ohg Profilier- Und Stanzwerk | Scaffolding plank and process for producing it |
US5443137A (en) * | 1990-07-06 | 1995-08-22 | Josef Welser Ohg Profilier- Und Stanzwerk | Scaffold board and method for making the same |
EP0485730A1 (en) * | 1990-11-13 | 1992-05-20 | THYSSEN HÜNNEBECK GmbH | Seaffold platform |
FR2757195A1 (en) * | 1996-12-18 | 1998-06-19 | Pab Services | THERMO-ACOUSTIC INSULATION PANEL FOR BUILDINGS AND METHODS OF MANUFACTURING SUCH A PANEL |
EP0849413A1 (en) * | 1996-12-18 | 1998-06-24 | Pab | Thermo-acustic isolation panel for buildings and method of fabrication of such a panel |
Also Published As
Publication number | Publication date |
---|---|
SE458538B (en) | 1989-04-10 |
SE8702930D0 (en) | 1987-07-22 |
AU2137688A (en) | 1989-02-13 |
SE8702930L (en) | 1989-01-23 |
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