EP0460162B1 - A method for manufacturing a plastic composite beam or pillar - Google Patents
A method for manufacturing a plastic composite beam or pillar Download PDFInfo
- Publication number
- EP0460162B1 EP0460162B1 EP91901295A EP91901295A EP0460162B1 EP 0460162 B1 EP0460162 B1 EP 0460162B1 EP 91901295 A EP91901295 A EP 91901295A EP 91901295 A EP91901295 A EP 91901295A EP 0460162 B1 EP0460162 B1 EP 0460162B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- pillar
- plastic composite
- composite beam
- steel
- manufacturing
- 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 - Lifetime
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
Definitions
- the invention relates to a method for manufacturing a steel-reinforced plastic composite beam or pillar.
- beams and pillars to be manufactured of plastic composites are known, in which beams or pillars e.g. glass fiber or carbon fiber is used as a reinforcement.
- beams or pillars e.g. glass fiber or carbon fiber
- beams or pillars comprising reinforced plastic bodies having steel reinforcements are known and their preparation disclosed in DE-A-1956826.
- a method for manufacturing a steel-reinforced plastic composite beam or pillar characterized in that the plastic composite beam or pillar (20) is manufactured by placing steel reinforcements (30, 40) in the beam or pillar (20) by utilizing the pultrusion technique at the same time as the beam or pillar (20) is formed by pultrusion.
- the pultrusion technique is, for example, described in US-A-4301201 and US-A-4394338.
- the cross-sectional area of the beam produced according to the invention can in certain applications be dimensioned smaller than that of a conventional beam, whereby material is saved and also material costs are reduced, since the rigidity of the beam increases owing to the additional requirements.
- the inner section of the beam or pillar can be filled with a poly-urethane, a cellular polystyrene or concrete filling for preventing the buckling of the plane-like surfaces of the cross-section during bending stresses.
- the invention also provides more applications for plastic composite beams or pillars due to their additional rigidity, and the steel parts make the fixing of profiles with screw joints possible.
- the solution according to the invention can also replace e.g. corresponding reinforced-concrete, wood or aluminium structures.
- Fig. 1 In Fig. 1 is shown a straight beam or pillar 20, whose ends are supported via supports 12. The additional reinforcements are marked with dotted lines indicated by a reference number 30.
- a plastic composite beam or pillar 20 comprises a reinforced-plastic body and as an inner material 32 polyurethane or cellular polystyrene.
- the plastic composite beam or pillar 20 according to the embodiment shown in Fig. 2 is manufactured by utilizing the pultrusion technique in such a way that the steel reinforcements 30 are added to the plastic composite beam or pillar 20 in connection with the pultrusion.
- Fig. 3 shows a plastic composite beam or pillar 20, in which the steel reinforcements are in the form of steel plates 40.
- the remaining structure of the plastic composite beam or pillar 20 corresponds to that shown in the other figures in such a way that the reinforced-plastic body is indicated by the reference number 31 and the inner section of the beam, made of polyurethane or cellular polystyrene, is indicated by the reference number 32.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Moulding By Coating Moulds (AREA)
- Rod-Shaped Construction Members (AREA)
- Processing And Handling Of Plastics And Other Materials For Molding In General (AREA)
- Heat Treatment Of Sheet Steel (AREA)
- Production Of Liquid Hydrocarbon Mixture For Refining Petroleum (AREA)
Abstract
Description
- The invention relates to a method for manufacturing a steel-reinforced plastic composite beam or pillar.
- In prior art, beams and pillars to be manufactured of plastic composites are known, in which beams or pillars e.g. glass fiber or carbon fiber is used as a reinforcement. However, such known beams have not been sufficiently rigid for all applications. Beams or pillars comprising reinforced plastic bodies having steel reinforcements are known and their preparation disclosed in DE-A-1956826.
- According to the invention there is provided a method for manufacturing a steel-reinforced plastic composite beam or pillar, characterized in that the plastic composite beam or pillar (20) is manufactured by placing steel reinforcements (30, 40) in the beam or pillar (20) by utilizing the pultrusion technique at the same time as the beam or pillar (20) is formed by pultrusion.
- The pultrusion technique is, for example, described in US-A-4301201 and US-A-4394338.
- The cross-sectional area of the beam produced according to the invention can in certain applications be dimensioned smaller than that of a conventional beam, whereby material is saved and also material costs are reduced, since the rigidity of the beam increases owing to the additional requirements.
- The inner section of the beam or pillar can be filled with a poly-urethane, a cellular polystyrene or concrete filling for preventing the buckling of the plane-like surfaces of the cross-section during bending stresses.
- The invention also provides more applications for plastic composite beams or pillars due to their additional rigidity, and the steel parts make the fixing of profiles with screw joints possible. The solution according to the invention can also replace e.g. corresponding reinforced-concrete, wood or aluminium structures.
- The invention is next described in more detail with reference to the figures of the accompanying drawing, in which
- Fig. 1 shows schematically a straight beam or pillar,
- Fig. 2 shows schematically a cross-section B-B of Fig. 1 according to one embodiment, and
- Fig. 3 shows a cross-section according to a further embodiment of the inventive beam, e.g. a section B-B of Fig. 1.
- In Fig. 1 is shown a straight beam or
pillar 20, whose ends are supported viasupports 12. The additional reinforcements are marked with dotted lines indicated by areference number 30. - In the inventive example of Fig. 2, a plastic composite beam or
pillar 20 comprises a reinforced-plastic body and as aninner material 32 polyurethane or cellular polystyrene. The plastic composite beam orpillar 20 according to the embodiment shown in Fig. 2 is manufactured by utilizing the pultrusion technique in such a way that thesteel reinforcements 30 are added to the plastic composite beam orpillar 20 in connection with the pultrusion. - Fig. 3 shows a plastic composite beam or
pillar 20, in which the steel reinforcements are in the form ofsteel plates 40. The remaining structure of the plastic composite beam orpillar 20 corresponds to that shown in the other figures in such a way that the reinforced-plastic body is indicated by thereference number 31 and the inner section of the beam, made of polyurethane or cellular polystyrene, is indicated by thereference number 32. - The invention has above been described only with reference to its certain preferred embodiments. However, the intention is in no way to limit the invention to these examples, but many changes and modifications are possible within the inventive idea defined in the following patent claims.
Claims (3)
- A method for manufacturing a steel-reinforced plastic composite beam or pillar, characterized in that the plastic composite beam or pillar (20) is manufactured by placing steel reinforcements (30, 40) in the beam or pillar (20) by utilizing the pultrusion technique at the same time as the beam or pillar (20) is formed by pultrusion.
- A method according to claim 1, characterized in that a bar (30), e.g. a corrugated bar, is used as the steel reinforcement.
- A method according to claim 1, characterized in that a steel plate (40) is used as the steel reinforcement.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FI896214 | 1989-12-22 | ||
| FI896214A FI85403C (en) | 1989-12-22 | 1989-12-22 | Process for producing a plastic composite beam or pillar with the steel reinforcement |
| PCT/FI1990/000311 WO1991010024A1 (en) | 1989-12-22 | 1990-12-21 | A plastic composite beam or pillar and a method for manufacturing a plastic composite beam or pillar |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP0460162A1 EP0460162A1 (en) | 1991-12-11 |
| EP0460162B1 true EP0460162B1 (en) | 1994-04-13 |
Family
ID=8529578
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP91901295A Expired - Lifetime EP0460162B1 (en) | 1989-12-22 | 1990-12-21 | A method for manufacturing a plastic composite beam or pillar |
Country Status (5)
| Country | Link |
|---|---|
| EP (1) | EP0460162B1 (en) |
| AT (1) | ATE104389T1 (en) |
| DE (1) | DE69008166T2 (en) |
| FI (1) | FI85403C (en) |
| WO (1) | WO1991010024A1 (en) |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5366773A (en) * | 1992-12-21 | 1994-11-22 | Xerox Corporation | Tubular pultruded member having uniform wall thickness |
| JP2004529887A (en) | 2001-02-22 | 2004-09-30 | スクール オブ ファーマシー, ユニヴァーシティ オブ ロンドン | Pyrrolo-indole and pyrrolo-quinoline derivatives as prodrugs for treating tumors |
| ES2190900B1 (en) * | 2002-02-12 | 2005-01-01 | Jose Enrique De La Puerta Climente | BARRIER OF CONTAINMENT OF VEHICLES. |
| WO2004101909A1 (en) * | 2003-05-14 | 2004-11-25 | N.V. Bekaert S.A. | Pultruded composite profile reinforced by metal cords |
| US9328208B2 (en) | 2010-05-18 | 2016-05-03 | Nv Bekaert Sa | PVC reinforced composites |
| FR3031126A1 (en) * | 2014-12-30 | 2016-07-01 | Sarrat Jacques Etienne | MULTI-PURPOSE STRUCTURAL PROFILE OF ALUMINUM OR COMPOSITE MATERIALS, ROUND HAMMER OF H.A STEEL, COATED IN AN EXPANSIVE RESIN H.D, AS A SUPPORT FOR VARIOUS ACCESSORIES |
| GB2538781B (en) * | 2015-05-28 | 2021-03-17 | Singh Gill Kanwaljit | A beam |
| GB202201984D0 (en) * | 2022-02-15 | 2022-03-30 | Sustainable Resources Ltd | A foundation beam |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1956826A1 (en) * | 1969-11-12 | 1971-05-13 | Helmut Schrader | Lightweight plastic carrier |
| FR2252465A1 (en) * | 1973-11-27 | 1975-06-20 | Chevanne Sylvain | Building panel with low density cellular core - has reinforced plaster around the parallelepiped shape core |
| DE2629373B2 (en) * | 1976-06-30 | 1980-01-31 | Dyckerhoff & Widmann Ag, 8000 Muenchen | Composite component made of rigid foam with reinforcing steel inserts |
| SE8101124L (en) * | 1981-02-19 | 1982-08-20 | Nielsen Hilmer R | BUILDING UNIT |
| SE447361B (en) * | 1982-04-27 | 1986-11-10 | Norrvica Tecnica Ab | Sandwich element comprised of a spacing material between fibre reinforced coating |
-
1989
- 1989-12-22 FI FI896214A patent/FI85403C/en not_active IP Right Cessation
-
1990
- 1990-12-21 AT AT91901295T patent/ATE104389T1/en not_active IP Right Cessation
- 1990-12-21 WO PCT/FI1990/000311 patent/WO1991010024A1/en not_active Ceased
- 1990-12-21 EP EP91901295A patent/EP0460162B1/en not_active Expired - Lifetime
- 1990-12-21 DE DE69008166T patent/DE69008166T2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| WO1991010024A1 (en) | 1991-07-11 |
| ATE104389T1 (en) | 1994-04-15 |
| FI896214L (en) | 1991-06-23 |
| EP0460162A1 (en) | 1991-12-11 |
| FI896214A0 (en) | 1989-12-22 |
| FI85403B (en) | 1991-12-31 |
| FI85403C (en) | 1992-04-10 |
| DE69008166D1 (en) | 1994-05-19 |
| DE69008166T2 (en) | 1994-08-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4472331A (en) | Method for building a reinforced concrete structure | |
| CA2257739C (en) | Method of strengthening an existing reinforced concrete member | |
| CA2156453A1 (en) | Method of Reinforcing Wood Beams and Wood Beams Made Therefrom | |
| RU2330921C2 (en) | Structural block, structural panel consisting of such block, and method of making structural panel | |
| WO1991010024A1 (en) | A plastic composite beam or pillar and a method for manufacturing a plastic composite beam or pillar | |
| EP0837194A1 (en) | Wall element | |
| CN114607140A (en) | Concrete structure free of formwork construction and construction method | |
| JP2018159200A (en) | Construction method of cfrp form integral type concrete column and cfrp form integral type concrete column | |
| EP0947639A1 (en) | Method for constructing a floor as well as a modular vault system for implementing the method | |
| DE59408711D1 (en) | Method of reinforcing a concrete structure and reinforcement elements therefor | |
| US3933962A (en) | Manufacture of constructional components | |
| KR100424321B1 (en) | Deck panel for the slab of architecture which equipped steel wire | |
| JPS6471973A (en) | Method of constructing hollow steel tower by steel plate assembly system | |
| GB2029487A (en) | Permanent formwork units | |
| JPS61277750A (en) | Structure of decorative panel also used as mold frame and construction of concrete member by said decorative panel | |
| DE3804444C1 (en) | Process for producing a dormer window | |
| JPH06344327A (en) | Heat insulating placing half pc panel and production thereof | |
| EP0434753B1 (en) | A method of manufacturing a prestressed concrete beam or plate element and reinforcing assemblies for use in the method | |
| JPH0452326Y2 (en) | ||
| DE202005017046U1 (en) | Reinforced insulating body for a thermally insulated prefabricated wall and precast wall | |
| DE2808327A1 (en) | Buckle stabilised, externally reinforced bend moment girder - has permanent multi-function formwork and hand-setting interior filling | |
| JPS6043547A (en) | Mold frame and reinforcement iron integral assembling and constructing method | |
| JPH07100978B2 (en) | Reinforcement method of structure and its structure | |
| KR200216265Y1 (en) | Deck panel for the slab of architecture which equipped steel wire | |
| JPS6351529A (en) | Construction of reinforced concrete underground beam and slab |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
| 17P | Request for examination filed |
Effective date: 19910816 |
|
| AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE CH DE DK ES FR GB IT LI LU NL SE |
|
| 17Q | First examination report despatched |
Effective date: 19920731 |
|
| GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
| AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE CH DE DK ES FR GB IT LI LU NL SE |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRE;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.SCRIBED TIME-LIMIT Effective date: 19940413 Ref country code: AT Effective date: 19940413 Ref country code: DK Effective date: 19940413 Ref country code: CH Effective date: 19940413 Ref country code: SE Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY Effective date: 19940413 Ref country code: ES Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY Effective date: 19940413 Ref country code: FR Effective date: 19940413 Ref country code: NL Effective date: 19940413 Ref country code: BE Effective date: 19940413 Ref country code: LI Effective date: 19940413 |
|
| REF | Corresponds to: |
Ref document number: 104389 Country of ref document: AT Date of ref document: 19940415 Kind code of ref document: T |
|
| REF | Corresponds to: |
Ref document number: 69008166 Country of ref document: DE Date of ref document: 19940519 |
|
| REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
| EN | Fr: translation not filed | ||
| NLV1 | Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act | ||
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 19941231 |
|
| PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
| STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
| 26N | No opposition filed | ||
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 19981224 Year of fee payment: 9 |
|
| PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 19990129 Year of fee payment: 9 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 19991221 |
|
| GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 19991221 |
|
| PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20001003 |