Key information

Title
ALUMINIUM SHEETS AS COMBINED FORMWORK AND REINFORCEMENT OF CONCRETE STRUCTURES
Application number
20240914
Case type
National
Status
04.05.2026 Patent meddelt (B1)
Filed
10.09.2024
Effective date
10.09.2024
Publicly available
11.03.2026
Next annual fee due
30.09.2027
Applicant
T.O.OLSEN AS (NO)
Owner
T.O.OLSEN AS (NO)
Inventor
Tor Ole Olsen (NO)
Agent
ACAPO ONSAGERS AS (NO)
Granted
04.05.2026
Patent number
349773
Expiry date
10.09.2044

Abstract and drawing

Disclaimer: This text has been machine-scanned and may contain errors – please refer to "Publications" for legally binding content.
It is described a loadbearing plate system (10) comprising two metal plates (12), wherein each of the metal plates (12) has an outer plate surface (So) and an inner plate surface (Si); a plurality of distance bars (15), wherein the distance bars (15) extend between the respective inner plate surfaces (Si) over a distance (D), wherein the inner plate surfaces (Si) form an inner volume (Vol) therebetween. It is further described a reinforced concrete element comprising the loadbearing plate system (10) and a method of fabricating a reinforced concrete element.

Publications

Latest published versionB1A1

Documents

 Expand Download files (29)
Date
 Date Doc. No. Process Case number In/Out Journal description To/from
 15.05.2026 12-01 Saksbehandling 20240914(349773) UT PT Registreringsbrev nasjonal patent (15) (PT20240914)
20.02.2026 11-01 Saksbehandling 20240914 UT Intention to grant ACAPO ONSAGERS AS
 17.02.2026 10-03 Saksbehandling 20240914 INN P29642NO00_krav på norsk 1302232 ACAPO ONSAGERS AS
 17.02.2026 10-02 Saksbehandling 20240914 INN Letter_to_NIPO_Feb_17,_2026_1302357 ACAPO ONSAGERS AS
 17.02.2026 10-01 Saksbehandling 20240914 INN Korrespondanse (Hovedbrev inn) ACAPO ONSAGERS AS
 11.09.2025 09-06 Saksbehandling 20240914 INN P29642NO00 reply ACAPO ONSAGERS AS
 11.09.2025 09-05 Saksbehandling 20240914 INN P29642NO00 amended description WC ACAPO ONSAGERS AS
 11.09.2025 09-04 Saksbehandling 20240914 INN P29642NO00 amended description CC ACAPO ONSAGERS AS
 11.09.2025 09-03 Saksbehandling 20240914 INN P29642NO00 amended claims WC ACAPO ONSAGERS AS
 11.09.2025 09-02 Saksbehandling 20240914 INN P29642NO00 amended claims CC ACAPO ONSAGERS AS
 11.09.2025 09-01 Saksbehandling 20240914 INN Korrespondanse (Hovedbrev inn) ACAPO ONSAGERS AS
 15.07.2025 08-01 Saksbehandling 20240914 INN Korrespondanse (Hovedbrev inn) ACAPO ONSAGERS AS
 13.06.2025 07-01 Saksbehandling 20240914 UT Substantive examination ACAPO ONSAGERS AS
 28.05.2025 06-04 Saksbehandling 20240914 INN P29642NO00 reply ACAPO ONSAGERS AS
 28.05.2025 06-03 Saksbehandling 20240914 INN P29642NO00 amended claims tracked ACAPO ONSAGERS AS
 28.05.2025 06-02 Saksbehandling 20240914 INN P29642NO00 amended claims clean ACAPO ONSAGERS AS
 28.05.2025 06-01 Saksbehandling 20240914 INN Korrespondanse (Hovedbrev inn) ACAPO ONSAGERS AS
 12.02.2025 05-02 Saksbehandling 20240914 UT PT report 10:04:34
12.02.2025 05-01 Saksbehandling 20240914 UT Substantive Examination ACAPO ONSAGERS AS
 17.09.2024 04-03 Saksbehandling 20240914 INN P29642NO00 Erklæring om retten til oppfinnelsen ACAPO ONSAGERS AS
 17.09.2024 04-02 Saksbehandling 20240914 INN GPOA T.O.OLSEN NO ACAPO ONSAGERS AS
 17.09.2024 04-01 Saksbehandling 20240914 INN Korrespondanse (Hovedbrev inn) ACAPO ONSAGERS AS
 10.09.2024 03-01 Saksbehandling 20240914 UT Formal Examination 1 ACAPO ONSAGERS AS
 10.09.2024 02-01 Saksbehandling 20240914 UT Infobrev til oppfinner ACAPO ONSAGERS AS
 10.09.2024 01-05 Saksbehandling 20240914 INN P29642NO00_Patent_specification_final 1187880 ACAPO ONSAGERS AS
 10.09.2024 01-04 Saksbehandling 20240914 INN P29642NO00_Patent_specification_final 1187879 ACAPO ONSAGERS AS
 10.09.2024 01-03 Saksbehandling 20240914 INN P29642NO00_figures_final 1187881 ACAPO ONSAGERS AS
 10.09.2024 01-02 Saksbehandling 20240914 INN P29642NO00_figures_final 1187877 ACAPO ONSAGERS AS
 10.09.2024 01-01 Saksbehandling 20240914 INN Søknadsskjema Patent ACAPO ONSAGERS AS

Description, claims and drawings

Disclaimer: This text has been machine-scanned and may contain errors – please refer to "Publications" for legally binding content. Description
3497731TITLE: ALUMINIUM SHEETS AS COMBINED FORMWORK ANDREINFORCEMENT OF CONCRETE STRUCTURESTECHNICAL FIELD5 The present invention relates to a loadbearing plate system and a reinforced concrete element. The present invention also relates to a method of fabricating a reinforced concrete element.BACKGROUNDConcrete production worldwide is major emitter of CO2 with a significant carbon 10 footprint. Concrete is composed mainly of (Portland) cement and aggregates, among others. The main source of CO2 emission is the production of Portland cement. The raw material for the Portland cement is made by heating, in a cement kiln to a calcining temperature of above 600°C and then a fusion temperature, which is about 1,450°C.15 The Romans used shape to design concrete structures without reinforcement. Many of the structures still exist today, some of them are still in use.Centuries ago, reinforcements were introduced to concrete construction to provide more slender structures. The reinforcement used was steel. Steel rusts and may deteriorate the structure. To minimize deterioration and prolong the life of the 20 concrete structure, concrete with a high pH is used together with thick outer concrete cover to protect the reinforcement from environmental impact such as salt and water.Recent research in Norway has demonstrated that aluminium may be used as reinforcement for concrete if one lowers the pH. At the same time, it is possible to 25 replace large portions of the cement with calcinated clay, requiring only 850 degrees in the calcination process. Thus, resulting in reduced need for energy and CO2 emission.US 5,741,571 discloses a double skin composite panel comprising two steel facing plates of thickness between 2 mm and 32 mm is joined together by cross-members.30 Each cross-member is aligned generally normal to the facing plates and is spaced from its neighboring members by a distance of between 10 and 80 times the thickness of the centers of the facing plates, the separation between the facing plates being between 30 mm and 800 mm. A filler material, e.g. concrete, is introduced into the spacing between the facing plates. 3497732It is an aim of the present disclosure to provide reinforced concrete elements and structures with significantly reduced carbon footprint compared to prior art precast or cast in-situ reinforced concrete elements.A further aim is to reduce the thickness of the section of the reinforced concrete 5 elements, as cover is no longer required.A further aim of the invention is to simplify the building process by providing both shutters for casting the concrete and at the same time reinforcement for the concrete element.SUMMARY OF THE INVENTION10 The present invention is directed to a solution that may solve or at least reduce at least one of the aforementioned problems or challenges.The invention is defined in the attached claims.It is described a loadbearing plate system, comprising:- two metal plates,15 wherein each of the metal plates has an outer plate surface and an inner plate surface;- a plurality of distance bars;wherein the distance bars extend between the respective inner plate surfaces over a distance,20 wherein the inner plate surfaces face each other and form an inner volume therebetween.The inner volume may be configured to receiving pourable concrete.The metal plate may be an aluminium alloy metal plate.The distance bars may be made of aluminium alloy.25 The distance bars may be joined at a first bar end to one of the inner plate surfaces and at a second bar end to the other inner plate surface.The distance bars may be joined by welding or bolting to the inner plate surface. Alternatively, the distance bars may be joined by drilling a whole in the metal plate and bolting the distance bar to the metal plate.30 The plate distance may be constant.The metal plates may be identical.Alternatively, the plate distance may be variable. 3497733The metal plates may be parallel.The height and/ or width of the metal plates may be extended by joining a further metal plate at a joint to the respective metal plates.A suitable joining method for the metal plates may be welding and or mechanically 5 fastening.The inner plate surfaces may be mechanically treated to create a pattern on the inner plate surfaces.The inner plate surface may have a checkered pattern.The loadbearing plate system comprises shutters between the metal plates to enclose 10 the inner volume.It is further described a reinforced concrete element comprising- the loadbearing plate system as described above,wherein the inner volume is filled with pourable concrete.The loadbearing plate system may be used as a casting mould for the reinforced 15 concrete element.The distance bars may be used to stabilize the loadbearing plate system during pouring of the pourable concrete and act as reinforcements for the reinforced concrete element.The pourable concrete may be a calcinated clay pourable concrete.20 The pourable concrete may be a so-called low CO2 carbon footprint calcinated clay pourable concrete.The metal plates may be parallel with the x- and y direction of a Cartesian coordinate system.The reinforced concrete element may be a wall element.25 The metal plates may be parallel with the x- and z direction of a Cartesian coordinate system.The reinforced concrete element may be a floor element.It is further described a method of fabricating a reinforced concrete element as described above, wherein the method may comprise:30 - positioning the metal plates to form a loadbearing plate system;- connecting the distance bars at a first bar end to one of the inner plate surfaces and at a second bar end to the other inner plate surface,;- providing pourable concrete into the inner volume. 3497734The method may further comprise mechanically treating the inner surfaces of the metal plates.The method may further comprise extending a height and/ or width of the metal plates by joining a further metal plate at a joint to the respective metal plates to 5 form a loadbearing plate system.The loadbearing plate system may have one or more of the following advantages: - it serves as shutter during casting of the concrete and afterwards serves as reinforcement of the concrete element thus saving time as shutters do not need to be removed before using the concrete element;10 - the use of aluminium metal plates and bars permits the use of calcinated clay with significantly reduced CO2 footprint, and- as aluminium is used, the thickness (and weight) of the concrete can be reduced as the aluminium does not need to be protected against rust by the concrete cover, - the reduced weight also means reduced loads. This is important for concrete 15 structures, for foundations, loadbearing elements, and particularly for structures that float.DESCRIPTION OF THE DRAWINGSFollowing drawings are appended to facilitate the understanding of the claimed 20 invention:Fig. 1 - illustrates a perspective view of the loadbearing plate system;Fig. 2 - illustrates a perspective view of the loadbearing plate system with curved metal plates;Fig. 3 - illustrates a perspective view of the inside of the loadbearing plate system; 25 Fig. 4a - illustrates a perspective view of the loadbearing plate system which has been extended with further metal plates;Fig. 4b to 4e - illustrates a cross-sectional view of joints between metal plates; Fig. 5 - illustrates a perspective view of the loadbearing plate system with the shutters in place;30 Fig. 6 - illustrates a perspective view of a reinforced concrete element used as a wall element;Fig. 7 - illustrates a perspective view of a reinforced concrete element used as a floor element. 3497735DETAILED DESCRIPTIONIn the following, one or more specific embodiments of the invention will be described in more detail with reference to the drawings. However, it is specifically intended that the invention is not limited to the embodiments and illustrations 5 contained herein but includes modified forms of the embodiments including portions of the embodiments and combinations of elements of different embodiments as come within the scope of the following claims. It should be appreciated that in the development of any such actual implementation, as in any engineering or design project, numerous implementation- specific decisions must be 10 made to achieve the developer’s specific goals, such as compliance with system and/or business-related constraints, which may vary from one implementation of the invention to another. Moreover, it should be appreciated that such a development effort might be complex and time consuming, but would nevertheless be a routine undertaking of design, fabrication and manufacture for the skilled person having the 15 benefit of this disclosure.A loadbearing plate system 10Figure 1 discloses a loadbearing plate system 10 comprising two metal plates 12 and several distance bars 15. Each of the metal plates 12 has an outer plate surface So and an inner plate surface Si. The distance bars 15 extend between the respective 20 inner plate surfaces Si over a distance D. The distance D is measured normal to the inner plate surfaces Si. The distance D between metal plates 12 is constant when the metal plates 12 are parallel. However, the distance D may be variable and change across the metal plates 12 resulting in a conical or wedge-shaped load bearing plate systems 10. Metal plate 12 is arranged in the x-y plane of the co-ordinate system, 25 while distance D is usually measured in the z-direction of the co-ordinate system, see also figure 1As shown in figure 1, the inner plate surfaces Si of the two metal plates 12 face each other and form an inner volume Vol between themselves. The inner volume Vol will be filled later with pourable concrete 25. The plates 12 may be made of 30 aluminium alloy. Furthermore, the distance bars 15 may also be made of aluminium alloy.The metal plates 12 may be curved. As shown in figure 2, the two metal plates may have a first plate radius R1 and a second plate radius R2.Shown in fig.3, the distance bars 15 have a first bar end 15fe and a second bar end 35 15se. The distance bars 15 are joined at a first bar end 15fe to one of the inner plate surfaces Si and at a second bar end 15se to the other inner plate surface Si. 3497736There are several possibilities to join the distance bars 15 to the inner plate surface Si, including welding or bolting. These processes can also be combined. Important considerations are that the equipment used is portable as in most cases the joining operation will be done at the building site. When the distance bars 15 are bolted, 5 wholes may be drilled through the metal plate 12 to lock the bolt from both sides of the metal plate 12 or from the outside of the metal plate 12.The size of the metal plate 12 is limited by practical consideration, such as being able to transport metal plates 12 on lorries to the building site. If larger metal plates 12 are needed, the metal plate 12 may be extended by joining a further metal plate 10 12 at a joint 17 to the respective metal plates 12 as shown in figure 4a. Metal plates 12 may be joined by butt or fillet welding (see figure 4b) or mechanically fastened by for example bolts using profiles 18 to align and hold the plate edges in place as shown in figure 4c or a one-sided profile 18 as shown in figure 4d. They may be welded in addition. A further option is to use one or two external strips, overlapping 15 the plate joint (figure 4e). These strips may be bolted or welded to the two metal plates 12 to ensure load transfer.A concrete element 20Figure 5 shows the load bearing plate system 10 with additional shutters 23 in place. When the load bearing plate system is placed on a base B, the shutters 23 20 close all remaining openings, except for the top surface, thus providing a liquid tight barrier. The base B may be for example a foundation or the ceiling of the floor below or a wall element of the floor below. The inner volume Vol is enclosed by the base B, the metal plates 12 and the shutters 23, thus becoming a casting mould for concrete.25 When designing the concrete element 20, the material properties of the concrete, metal plates 12 and distance bars 15 must be known. Appropriate software exists for this type of calculations. Additionally, as the metal plates 12 act as reinforcement, the joints between the metal plates 12 need to be designed.As mentioned earlier, traditional concrete structures reinforced with steel bars 30 require a concrete cover to protect the bars from rusting. This is not required when using aluminium plates as aluminium does not rust. This means that the concrete element 20 has little or no concrete cover, making it much lighter than a traditional concrete section. The reduced weight, results also in reduced loads for example on foundations, loadbearing elements, and particularly for structures that float.35 To produce a concrete element 20, concrete 25 is poured into the inner volume Vol of the loadbearing plate system 10. The distance bars 15 keep the metal plates 12 at the predetermined distance D and stabilizing the concrete element 20 while the 3497737concrete 25 sets. Once the concrete 25 has hardened, the loadbearing plate system 10 acts as reinforcements for the reinforced concrete element (20).The pourable concrete 25 may be a so-called low CO2 carbon footprint calcinated clay pourable concrete 25.5 The inner plate surface Si of the metal plate 12 may be mechanically treated or modified to achieve better adhesion of the concrete to the inner plate surface Si. Alternatively, the metal plate 12 may be supplied with surface deformations like the ones known from floor plates, so called anti-slip surfaces as shown in figure 3. The patterns on the inner plate surface Si are similar to patterns known from traditional 10 steel reinforcing bars. These patterns avoid slipping of the concrete and increase its adhesion to the surface. The inner plate surface may have a checkered pattern, evenly dispersed over the inner plate surface Si.The reinforced concrete element 20 may be used for different applications. When the metal plates 12 are parallel with the x- and y direction of a Cartesian coordinate 15 system, the reinforced concrete element 20 may be a wall element, see figure 6.When the metal plates 12 are parallel with the x- and z-direction of a Cartesian coordinate system, the reinforced concrete element 20 may be a floor element as shown in figure 7. For floor elements, ventilation holes may be provided in the top metal plates 12.20 Fabricating the concrete element 20The method of fabricating the reinforced concrete element 20 comprises positioning the metal plates 12 to form a loadbearing plate system 10. Distance bars 15 are connected at a first bar end 15fe to one of the inner plate surfaces Si and at a second bar end 15se to the other inner plate surface Si, wherein the distance bars 15 and 25 providing pourable concrete 25 into the inner volume Vol.The method is typically carried out at the building site. The components, namely metal plates 12 and distance bars 15 can easily be transported to any location. Portable drills or welding machines are required to attach the distance bars 15 to the metal plates 12. Moreover, a (small) crane is needed to erect the metal plates 12. 30 Because of its simplicity, the method is suitable for many different projects ranging from simple DIY projects to complex civil engineering projects.A further aspect of the method is that metal plates 12 are used, with mechanically treating the inner surfaces Si of the metal plates 12. This will enhance the adhesion of the concrete to the inner surface S1.35 The method also may comprise the step of extending a height h and/ or width w of the metal plates 12 by joining a further metal plate 12 at a joint 17 to the respective metal plates 12. 3497738In the preceding description, various aspects of the apparatus and method according to the invention have been described with reference to the illustrative embodiment. For purposes of explanation, specific numbers, systems and configurations were set forth in order to provide a thorough understanding of the apparatus and its5 workings. However, this description is not intended to be construed in a limiting sense. Various modifications and variations of the illustrative embodiment, as well as other embodiments of the apparatus and method, which are apparent to person skilled in the art to which the disclosed subject-matter pertains, are deemed to lie within the scope of the present invention as defined by the following claims.10LIST OF REFERENCE NUMBERS10 - loadbearing plate system12 - metal plate15 15 - distance bar15fe - first bar end15se - second bar end17 – joint18 – profile for joints20 20 - reinforced concrete element23 - shutters25 - pourable concreteB - base25 D – plate distance between metal platesw - width of the metal platesh - height of the metal platesP – perimeter of the metal platesR1 – first plate radius of the metal plates30 R2 – second plate radius of the metal platesSi – inner plate surfaceSo – outer plate surfaceVol – inner volume35
Claims
3497739CLAIMS1. A reinforced concrete element (20) comprising a loadbearing plate system (10), comprising:5 - two metal plates (12),wherein each of the metal plates (12) has an outer plate surface (So) and an inner plate surface (Si);- a plurality of distance bars (15);wherein the distance bars (15) extend between the respective inner plate surfaces 10 (Si) over a distance (D),wherein the inner plate surfaces (Si) face each other and form an inner volume (Vol) therebetween,wherein the metal plates (12) are aluminium alloy metal plates (12), characterized in that15 the loadbearing plate system (10) comprises shutters between the metal plates (12) to enclose the inner volume (Vol),wherein the inner volume (Vol) is filled with pourable concrete (25), wherein the pourable concrete (25) is a calcinated clay pourable concrete (25).20 2. The reinforced concrete element (20) according to claim 1, wherein the distance bars (15) are joined at a first bar end (15fe) to one of the inner plate surfaces (Si) and at a second bar end (15se) to the other inner plate surface (Si).3. The reinforced concrete element (20) according to any one of the preceding 25 claims, wherein the plate distance (D) is constant.4. The reinforced concrete element (20) according to any one of the preceding claims, wherein the metal plates (12) are parallel.30 5. The reinforced concrete element (20) according to any one of the preceding claims, wherein the height (h) and/ or width (w) of the metal plates (12) is extended by joining a further metal plate (12) at a joint (17) to the respective metal plates349773106. The reinforced concrete element (20) according to any one of the preceding claims, wherein the inner plate surfaces (Si) are mechanically treated to create a pattern on the inner plate surfaces (Si).5 7. The reinforced concrete element (20) according to any one of the preceding claims, wherein the metal plates (12) are parallel with the x- and y direction of a Cartesian coordinate system.8. The reinforced concrete element (20) according to any one of the preceding 10 claims, wherein the metal plates (12) are parallel with the x- and z direction of a Cartesian coordinate system.9. A method of fabricating a reinforced concrete element (20) according to any one of the preceding claims, wherein the method comprises:15 - positioning the metal plates (12) to form a loadbearing plate system (10);- connecting the distance bars (15) at a first bar end (15fe) to one of the inner plate surfaces (Si) and at a second bar end (15se) to the other inner plate surface (Si); - providing pourable concrete (25) into the inner volume (Vol).20 10. The method according to claim 9, wherein the method further comprises:- mechanically treating the inner surfaces (Si) of the metal plates (12).11. The method according to claim 9 or 10, wherein the method further comprises: - extending a height (h) and/ or width (w) of the metal plates (12) by joining a 25 further metal plate (12) at a joint (17) to the respective metal plates (12) to form a loadbearing plate system (10).34977311KRAV1. Armerte betongelement (20) omfattende et bærende platesystem (10), omfattende:5 – to metallplater (12),hvor hver av metallplatene (12) har en ytre plateflate (So) og en indre plateflate (Si);– et flertall av avstandsstenger (15),hvor avstandsstengene (15) strekker seg mellom de respektive indre plateflatene 10 (Si) over en avstand (D),hvor de indre plateflatene (Si) vender mot hverandre og danner et indre volum (Vol) derimellom,hvor metallplatene (12) er plater av aluminiumlegering,karakterisert ved at15 det bærende platesystemet (10) omfatter støpeformer mellom metallplatene (12) for å omslutte det indre volumet (Vol),hvor det indre volumet (Vol) er fylt med støpbar betong (25),hvor den støpbare betongen (25) er en kalsinert leire‑basert støpbar betong (25).20 2. Det armerte betongelementet (20) ifølge krav 1, hvor avstandsstengene (15) er festet ved en første stangende (15fe) til den ene indre plateflaten (Si) og ved en andre stangende (15se) til den andre indre plateflaten (Si).3. Det armerte betongelementet (20) ifølge ethvert av de foregående krav, hvor 25 plateavstanden (D) er konstant.4. Det armerte betongelementet (20) ifølge ethvert av de foregående krav, hvor metallplatene (12) er parallelle.30 5. Det armerte betongelementet (20) ifølge ethvert av de foregående krav, hvor høyden (h) og/eller bredden (w) av metallplatene (12) er utvidet ved å sammenføye en ytterligere metallplate (12) ved et skjøt (17) til de respektive metallplatene (12).349773126. Det armerte betongelementet (20) ifølge ethvert av de foregående krav, hvor de indre plateflatene (Si) er mekanisk behandlet for å danne et mønster på de indre plateflatene (Si).5 7. Det armerte betongelementet (20) ifølge ethvert av de foregående krav, hvor metallplatene (12) er parallelle med x‑ og y‑retningene i et kartesisk koordinatsystem.8. Det armerte betongelementet (20) ifølge ethvert av de foregående krav, hvor 10 metallplatene (12) er parallelle med x‑ og z‑retningene i et kartesisk koordinatsystem.9. Fremgangsmåte for fremstilling av et armert betongelement (20) ifølge ethvert av de foregående krav 1–8, hvor fremgangsmåten omfatter:15 – å posisjonere metallplatene (12) for å danne et bærende platesystem (10);– å forbinde avstandsstengene (15) ved en første stangende (15fe) til én av de indre plateflatene (Si) og ved en andre stangende (15se) til den andre indre plateflaten (Si);– å tilføre støpbar betong (25) inn i det indre volumet (Vol).2010. Fremgangsmåte ifølge krav 9, hvor fremgangsmåten videre omfatter:– å mekanisk behandle de indre plateflatene (Si) av metallplatene (12).11. Fremgangsmåte ifølge krav 9 eller 10, hvor fremgangsmåten videre omfatter: 25 – å øke høyden (h) og/eller bredden (w) av metallplatene (12) ved å sammenføye en ytterligere metallplate (12) ved et skjøt (17) til de respektive metallplatene (12) for å danne et bærende platesystem (10).
Drawings

Priority

No priority

Patent classes

IPC classesE04B 2/86E04C 2/34CPC classesE04B 2/8611E04B 2/8623E04C 2/34

Citations

US 5741571 A (A)CN 107700717 A (A)CN 108360716 A (A)

Applicants, owners and inventors

Owners
T.O.OLSEN AS
Munthes plass 46 1366 LYSAKER NO (BÆRUM Municipality, Akershus county)Org. number: 926422073Inventors
Tor Ole Olsen
Munthes plass 46 1366 LYSAKER NO (BÆRUM Municipality, Akershus county)

Agent

ACAPO ONSAGERS AS
ACAPO ONSAGERS AS

Org. number: 932214636

Name and address are automatically synchronized with the Brønnøysund Register Centre.

Open in The Brønnøysund Register Centre
Edvard Griegs vei 1 5059 BERGEN NO (BERGEN Municipality, Vestland county)
Org. number: 932214636
Reference: P29642NO00

Status history

Payment history

Oppositions and appeals

No oppositions or appeals

Administrative limitation

No administrative limitation

Liens and licences

No liens or licenses registered

Gazette entries

No Gazette entries foundOnly events from 2024.03.04 and onwards are shown.