EP0022107A1 - A light-weight wall element - Google Patents
A light-weight wall element Download PDFInfo
- Publication number
- EP0022107A1 EP0022107A1 EP19800850092 EP80850092A EP0022107A1 EP 0022107 A1 EP0022107 A1 EP 0022107A1 EP 19800850092 EP19800850092 EP 19800850092 EP 80850092 A EP80850092 A EP 80850092A EP 0022107 A1 EP0022107 A1 EP 0022107A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- frame
- concrete
- wall element
- lathing
- elements
- 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
- 239000004567 concrete Substances 0.000 claims abstract description 23
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 6
- 239000010959 steel Substances 0.000 claims abstract description 6
- 238000000034 method Methods 0.000 claims description 14
- 238000009413 insulation Methods 0.000 claims description 8
- 238000004519 manufacturing process Methods 0.000 claims description 8
- 238000003860 storage Methods 0.000 claims description 3
- 238000005266 casting Methods 0.000 abstract description 7
- 239000000463 material Substances 0.000 description 5
- 230000002787 reinforcement Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 239000000843 powder Substances 0.000 description 3
- 229920005830 Polyurethane Foam Polymers 0.000 description 2
- 229910052602 gypsum Inorganic materials 0.000 description 2
- 239000010440 gypsum Substances 0.000 description 2
- 239000011490 mineral wool Substances 0.000 description 2
- 239000011496 polyurethane foam Substances 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 241000256602 Isoptera Species 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
- 210000002268 wool Anatomy 0.000 description 1
Images
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
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/384—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a metal frame
-
- 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
Definitions
- the present invention relates to a light-weight wall element produced quickly and cheaply, and being particularly suitable for house building in warm countries such as in the Middle East.
- Building elements can be produced either at building sites or in building element factories.
- the external surface or face of this type of element is nowadays often made of porous, gypsum-based materials, timber or reinforced concrete. Thermal insulation and weather insulation of gypsum-based materials is often very poor, and wood cannot resist termites in warm countries. Elements being made of concrete and reinforced with steel are usually massive, thick and heavy, and transportation and erection costs for such elements are high.
- the main object of the present invention is thus to provide a light-weight, prefabricated wall element particularly suitable for use in warm countries.
- a further object of the present invention is to provide a light-weight wall element which can be manufactured quickly and at a low cost.
- Still another object of the invention is to provide a method for manufacturing such elements.
- Figure 1 is a cross-sectional view of a part of the element or unit of the present invention.
- Figure 2 is a further cross-sectional view of the element of the invention, and particularly shows the edge detail, i.e. the L-shaped fixing profile.
- Figure 3 is also a cross-sectional view of the invention, and especially shows one embodiment of the mechanical fixing of the reinforcement of the external layer.
- Figure 1 shows a sandwich type construction of a wall element in accordance with the invention. Between an external concrete layer 8 and an inner board 3 there is positioned a thermal insulation 4.
- Figures 2 and 3 show primarily the construction of the external layer.
- a ribbed lathing 9 has been fixed using a joint comprising mechanical fixing means 10.
- the lathing 9 is provided with ribs 12.
- Figure 2 shows an L-shaped steel profile 7 surrounding the element.
- the element of the present invention can be made for example using the following method:
- the frame 2 of the element can be made of any suitable material, for example timber or steel. It is required that the frame 2 be rigid. In the shown embodiment of the present invention the frame 2 constitutes a load carrying construction and the concrete layer 8 stiffens the frame and can withstand wind loads.
- the (perforated) ribbed lathing 9 (for example British red- rib) is used as a covering of the frame 2.
- the lathing 9 is made of galvanized steel sheet and acts as a double- functional reinforcement; the ribs 12 act as tension bars and thus as a bracing construction, and the ribbed lathing 9 acts as a key for the concrete and reinforcement to avoid wreckage.
- the concrete slab is thus reinforced in one direction.
- Ribbed lathing 9 and L-shaped profile 7 are fixed directly to the frame 2 by fixing means capable of transferring forces.
- the fixing can be made preferably mechanically, for example using hot dipped galvanized screws 10.
- the fixing can be made for example using the tack welding method, in a line.
- the concrete casting is made in the ordinary way onto the frame 2: the concrete is spread, vibrateduwith beam tamping and the surface is textured (e.g. by brushing).
- Use of light-weight lathing or net 9 makes possible that the layer 8 need not be heavy; the concrete layer 8 is considerably thinner than normal, and moreover - because the concrete is fixed to the frame 2 with the reinforcement - the stiffening capacity of the concrete is utilized.
- the wall element of the present invention can be moved to storage immediately after casting, whereas an element made using traditional methods has to dry in its mould for about twenty-four hours.
- the suction casting method can be used when producing elements of the present invention, i.e. the excess amount of water will be sucked away.
- the suction casting method cannot be used whenrproducing traditional sandwich elements.
- the external layer of the element of this invention is thin, about 25 mm (when using the traditional techniques to produce elements the external layer is about 70 mm).
- the total thickness of the element (2.4 x 2.6 m) of the present invention, described in the foregoing example, is only about 110 mm, of which the thermal insulating wool is about 70 mm, which satisfies the Middle Eastern standards.
- the bulk density of the element is thus 500 kg per cubic metre, which is only about 16 per cent of the bulk density of the traditional sandwich element, and the element is thus very light and economical to move and transport.
- the element of the present invention is, however, firm and durable, and its thermal insulating capacity is good. The element has been calculated for 100 kg/m 2 wind load.
- the production of the element of the present invention does not require great hall areas, neither expensive moulds nor heavy equipment for moving elements on the production area or at the building site.
- the casting site does not require great investments, and the making of the element does not require highly skilled workers.
- the element can be produced in small workshops quickly, and at low material ' and labour costs.
- the fact that the element can be moved to storage immediately after casting, enables a large production capacity.
- Light equipment like forklifts is sufficient to move the elements of the present invention. The lightness of the element therefore saves on handling equipment and shortens erection time, and makes possible the use of lighter foundations.
- the element of the present invention can be made coloured in a cheaper way than traditional elements.
- the element of the invention needs significantly less concrete, and therefore it needs less colour powder, too, which generally has been added about 6 per cent of the weight of concrete; in other words, three times more colour powder . is neede to colour the traditional sandwich element than to colour the element of the present invention.
- the wall element, and method of producing same can be modified within the scope of the claimed invention, and in accordance with prevailing working conditions.
- the elements of the present invention are provided mainly for the demands of warm countries, they can be suitably modified for use under cooler conditions, too.
- the thickness of the rock wool layer could be increased, or the layer can be replaced by polyurethane foam for the sake of increasing the thermal insulating capacity.
- the main advantage of the present invention is that there is a concrete slab constituting the external layer of the element, and this slab is made by using the frame as a mould, and furthermore it is reinforced with the ribbed steel lathing which is affixed directly to the frame, preferably mechanically.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
Description
- The present invention relates to a light-weight wall element produced quickly and cheaply, and being particularly suitable for house building in warm countries such as in the Middle East.
- Different types of building elements are today used in house building. As an exterior wall element a sandwich element is often used, which comprises layers of different types of materials. Between the external and internal layers in such wall element there is placed thermal insulation, e..g. insulation of rock wool or polyurethane foam. Building elements can be produced either at building sites or in building element factories.
- In order to standardize the building methods, for the purpose of minimizing the building costs, speeding up the building work and reducing the work at the building site, it has been proposed to use prefabricated building elements.
- The external surface or face of this type of element is nowadays often made of porous, gypsum-based materials, timber or reinforced concrete. Thermal insulation and weather insulation of gypsum-based materials is often very poor, and wood cannot resist termites in warm countries. Elements being made of concrete and reinforced with steel are usually massive, thick and heavy, and transportation and erection costs for such elements are high.
- If concrete elements are produced in a warm country, where the building work is to be executed, the requirements of elements made by using a normal method include the establishing of an element factory with large factory facilities .and expensive moulds for the production of the elements. Transportation and removal of these elements would require heavy duty equipment and thus the investment costs would be high. Moreover, these arrangements are limiting from a production planning point of view; building will probably be very monotonous.
- The tradional element production is relatively slow. Erecting such heavy and massive units requires the use of heavy duty equipment, and moreover their weight places heavy demands on groundload carrying capacity and foundations. When coloured elements are to be used, such elements will be very expensive when made by using traditional methods because of the large amount of colour powder needed for a thick external layer.
- The invention as claimed is intended to eliminate the above disadvantages.
- The main object of the present invention is thus to provide a light-weight, prefabricated wall element particularly suitable for use in warm countries. A further object of the present invention is to provide a light-weight wall element which can be manufactured quickly and at a low cost. Still another object of the invention is to provide a method for manufacturing such elements.
- The specific features of the invention are defined in the claims. The advantages of the invention can be obtained by means of an embodiment of the invention which is further illustrated in the accompanying drawings showing an example of one application.
- Figure 1 is a cross-sectional view of a part of the element or unit of the present invention. Figure 2 is a further cross-sectional view of the element of the invention, and particularly shows the edge detail, i.e. the L-shaped fixing profile. Figure 3 is also a cross-sectional view of the invention, and especially shows one embodiment of the mechanical fixing of the reinforcement of the external layer.
- Figure 1 shows a sandwich type construction of a wall element in accordance with the invention. Between an
external concrete layer 8 and aninner board 3 there is positioned a thermal insulation 4. - Figures 2 and 3 show primarily the construction of the external layer. At the frame 2 a ribbed
lathing 9 has been fixed using a joint comprising mechanical fixing means 10. Thelathing 9 is provided withribs 12. Figure 2 shows an L-shaped steel profile 7 surrounding the element. - The element of the present invention can be made for example using the following method:
- First the
frame 2 is assembled,-whereupon theinner board 3 and thermal insulation 4 are mounted in their respective positions. Thelathing 9, which is a metal net, and the L-shaped profile'' 7 extending around the element are then affixed to theframe 2. Reinforcinglathing 9 and edge profile 7 are mechanically affixed to theframe 2. Thereupon theconcrete layer 8 is spread. - The
frame 2 of the element can be made of any suitable material, for example timber or steel. It is required that theframe 2 be rigid. In the shown embodiment of the present invention theframe 2 constitutes a load carrying construction and theconcrete layer 8 stiffens the frame and can withstand wind loads. - In the shown embodiment of the present invention the (perforated) ribbed lathing 9 (for example British red- rib) is used as a covering of the
frame 2. Thelathing 9 is made of galvanized steel sheet and acts as a double- functional reinforcement; theribs 12 act as tension bars and thus as a bracing construction, and the ribbedlathing 9 acts as a key for the concrete and reinforcement to avoid wreckage. The concrete slab is thus reinforced in one direction. - The L-shaped corner profile 7, which is fixed around the
frame 2, acts as an edge trim and so, together with theframe 2, as a mould, thereby obviating the traditional, expensive mould which is necessary when producing elements using traditional techniques. - Ribbed
lathing 9 and L-shaped profile 7 are fixed directly to theframe 2 by fixing means capable of transferring forces. The fixing can be made preferably mechanically, for example using hot dipped galvanizedscrews 10. Alternatively the fixing can be made for example using the tack welding method, in a line. When the reinforcement is carefully fixed to the frame, the concrete external layer will stiffen the frame. This stiffening can be used when calculating the total stability of the building frame, in other words, these concrete elements constitute shear walls holding house together. - The concrete casting is made in the ordinary way onto the frame 2: the concrete is spread, vibrateduwith beam tamping and the surface is textured (e.g. by brushing). Use of light-weight lathing or net 9 makes possible that the
layer 8 need not be heavy; theconcrete layer 8 is considerably thinner than normal, and moreover - because the concrete is fixed to theframe 2 with the reinforcement - the stiffening capacity of the concrete is utilized. - The wall element of the present invention can be moved to storage immediately after casting, whereas an element made using traditional methods has to dry in its mould for about twenty-four hours. The suction casting method can be used when producing elements of the present invention, i.e. the excess amount of water will be sucked away. The suction casting method cannot be used whenrproducing traditional sandwich elements.
- The external layer of the element of this invention is thin, about 25 mm (when using the traditional techniques to produce elements the external layer is about 70 mm). The total thickness of the element (2.4 x 2.6 m) of the present invention, described in the foregoing example, is only about 110 mm, of which the thermal insulating wool is about 70 mm, which satisfies the Middle Eastern standards. The bulk density of the element is thus 500 kg per cubic metre, which is only about 16 per cent of the bulk density of the traditional sandwich element, and the element is thus very light and economical to move and transport. The element of the present invention is, however, firm and durable, and its thermal insulating capacity is good. The element has been calculated for 100 kg/m2 wind load.
- The production of the element of the present invention does not require great hall areas, neither expensive moulds nor heavy equipment for moving elements on the production area or at the building site. The casting site does not require great investments, and the making of the element does not require highly skilled workers. The element can be produced in small workshops quickly, and at low material' and labour costs. The fact that the element can be moved to storage immediately after casting, enables a large production capacity. Light equipment like forklifts is sufficient to move the elements of the present invention. The lightness of the element therefore saves on handling equipment and shortens erection time, and makes possible the use of lighter foundations.
- Moreover, the element of the present invention can be made coloured in a cheaper way than traditional elements. The element of the invention needs significantly less concrete, and therefore it needs less colour powder, too, which generally has been added about 6 per cent of the weight of concrete; in other words, three times more colour powder. is neede to colour the traditional sandwich element than to colour the element of the present invention.
- The wall element, and method of producing same, can be modified within the scope of the claimed invention, and in accordance with prevailing working conditions. For example, although the elements of the present invention are provided mainly for the demands of warm countries, they can be suitably modified for use under cooler conditions, too. For example, the thickness of the rock wool layer could be increased, or the layer can be replaced by polyurethane foam for the sake of increasing the thermal insulating capacity. The main advantage of the present invention is that there is a concrete slab constituting the external layer of the element, and this slab is made by using the frame as a mould, and furthermore it is reinforced with the ribbed steel lathing which is affixed directly to the frame, preferably mechanically.
Claims (4)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FI791945 | 1979-06-19 | ||
FI791945A FI58810C (en) | 1979-06-19 | 1979-06-19 | LAETTKONSTRUERAT VAEGGELEMENT OCH DESS TILLVERKNINGSMETOD |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0022107A1 true EP0022107A1 (en) | 1981-01-07 |
EP0022107B1 EP0022107B1 (en) | 1985-02-06 |
Family
ID=8512733
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19800850092 Expired EP0022107B1 (en) | 1979-06-19 | 1980-06-16 | A light-weight wall element |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP0022107B1 (en) |
DE (1) | DE3070098D1 (en) |
FI (1) | FI58810C (en) |
PT (1) | PT71342A (en) |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0106297A2 (en) * | 1982-10-12 | 1984-04-25 | Sorm, Walter | Structural element for manufacturing concrete walls, and building wall produced with the same |
US4554124A (en) * | 1983-03-07 | 1985-11-19 | Fibrestone Incorporated | Horizontally poured Fibrestone building construction |
US4609305A (en) * | 1982-08-23 | 1986-09-02 | 501 Beheermaatschappij H.D. Groeneveld B.V. | Floor for use in off-shore technique and ship building |
GR880100774A (en) * | 1988-11-15 | 1990-12-31 | Tilemachos G Orfanoudakis | Metallic frames for building construction |
EP0691441A1 (en) * | 1994-02-21 | 1996-01-10 | Peter W. P. Graulich | Structual bearing panel and panel core for building |
GB2297335A (en) * | 1995-01-25 | 1996-07-31 | Riccardo Antonio Ro Cristofoli | Structoral panel |
EP1094169A2 (en) * | 1999-10-22 | 2001-04-25 | Dietrich Gaspary | Prefabricated wall element for prefabricated houses |
EP1826330A2 (en) * | 2006-02-28 | 2007-08-29 | Innovative Bau GmbH | Method for manufacturing a prefabricated wall element |
CN104372863A (en) * | 2014-10-30 | 2015-02-25 | 辽宁省石油化工规划设计院有限公司 | Combination body for completely blocking building structural steel cold bridge |
CN107090941A (en) * | 2017-04-21 | 2017-08-25 | 项伟钢 | A kind of tooth form biting connecions integrated board |
WO2022048327A1 (en) * | 2020-09-07 | 2022-03-10 | 孖垚建筑科技(上海)有限公司 | Curtain wall member and manufacturing method therefor |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FI884288A (en) * | 1988-09-19 | 1990-03-20 | Terasjussi Oy | BYGGSYSTEM, I SYNNERHET VAEGGKONSTRUKTION OCH FOERFARANDE. |
CN113882587B (en) * | 2021-09-30 | 2022-12-30 | 福建左海科技有限公司 | Light precast concrete wallboard |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE802405C (en) * | 1949-10-29 | 1951-02-12 | Alfred Dipl-Ing Hettich | Load-bearing wall panel in composite construction |
GB786530A (en) * | 1955-06-08 | 1957-11-20 | Thermacoust Ltd | Improvements in or relating to wood-wool slabs |
FR1525210A (en) * | 1967-04-03 | 1968-05-17 | Derville Ets | Prefabricated composite panel |
US3587198A (en) * | 1969-04-14 | 1971-06-28 | Universal Oil Prod Co | Heat protected metal wall |
US3625808A (en) * | 1969-09-29 | 1971-12-07 | Martin Fireproofing Corp | Composite concrete and cement-wood fiber plank |
DE7342066U (en) * | 1974-03-07 | Klein W | Wall element | |
DE1940198B2 (en) * | 1968-10-03 | 1976-04-15 | Vereinigte Österreichische Eisen- und Stahlwerke-Alpine Montan AG, Wien | Composite metal framed wall and ceiling panel - with cold rolled cap sectioned frame, welded expanded metal underlays and woolmat |
DE2556589A1 (en) * | 1975-02-14 | 1976-08-26 | Caroni Sa | PREFABRICATED, INSULATING BUILDING PLATE AND METHOD OF MANUFACTURING IT |
-
1979
- 1979-06-19 FI FI791945A patent/FI58810C/en not_active IP Right Cessation
-
1980
- 1980-06-02 PT PT7134280A patent/PT71342A/en unknown
- 1980-06-16 DE DE8080850092T patent/DE3070098D1/en not_active Expired
- 1980-06-16 EP EP19800850092 patent/EP0022107B1/en not_active Expired
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE7342066U (en) * | 1974-03-07 | Klein W | Wall element | |
DE802405C (en) * | 1949-10-29 | 1951-02-12 | Alfred Dipl-Ing Hettich | Load-bearing wall panel in composite construction |
GB786530A (en) * | 1955-06-08 | 1957-11-20 | Thermacoust Ltd | Improvements in or relating to wood-wool slabs |
FR1525210A (en) * | 1967-04-03 | 1968-05-17 | Derville Ets | Prefabricated composite panel |
DE1940198B2 (en) * | 1968-10-03 | 1976-04-15 | Vereinigte Österreichische Eisen- und Stahlwerke-Alpine Montan AG, Wien | Composite metal framed wall and ceiling panel - with cold rolled cap sectioned frame, welded expanded metal underlays and woolmat |
US3587198A (en) * | 1969-04-14 | 1971-06-28 | Universal Oil Prod Co | Heat protected metal wall |
US3625808A (en) * | 1969-09-29 | 1971-12-07 | Martin Fireproofing Corp | Composite concrete and cement-wood fiber plank |
DE2556589A1 (en) * | 1975-02-14 | 1976-08-26 | Caroni Sa | PREFABRICATED, INSULATING BUILDING PLATE AND METHOD OF MANUFACTURING IT |
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4609305A (en) * | 1982-08-23 | 1986-09-02 | 501 Beheermaatschappij H.D. Groeneveld B.V. | Floor for use in off-shore technique and ship building |
EP0106297A2 (en) * | 1982-10-12 | 1984-04-25 | Sorm, Walter | Structural element for manufacturing concrete walls, and building wall produced with the same |
EP0106297A3 (en) * | 1982-10-12 | 1985-07-10 | Sorm, Walter | Structural element for manufacturing concrete walls, and building wall produced with the same |
US4554124A (en) * | 1983-03-07 | 1985-11-19 | Fibrestone Incorporated | Horizontally poured Fibrestone building construction |
GR880100774A (en) * | 1988-11-15 | 1990-12-31 | Tilemachos G Orfanoudakis | Metallic frames for building construction |
EP0691441A1 (en) * | 1994-02-21 | 1996-01-10 | Peter W. P. Graulich | Structual bearing panel and panel core for building |
GB2297335A (en) * | 1995-01-25 | 1996-07-31 | Riccardo Antonio Ro Cristofoli | Structoral panel |
EP1094169A2 (en) * | 1999-10-22 | 2001-04-25 | Dietrich Gaspary | Prefabricated wall element for prefabricated houses |
EP1094169A3 (en) * | 1999-10-22 | 2002-09-04 | Dietrich Gaspary | Prefabricated wall element for prefabricated houses |
EP1826330A2 (en) * | 2006-02-28 | 2007-08-29 | Innovative Bau GmbH | Method for manufacturing a prefabricated wall element |
CN104372863A (en) * | 2014-10-30 | 2015-02-25 | 辽宁省石油化工规划设计院有限公司 | Combination body for completely blocking building structural steel cold bridge |
CN107090941A (en) * | 2017-04-21 | 2017-08-25 | 项伟钢 | A kind of tooth form biting connecions integrated board |
WO2022048327A1 (en) * | 2020-09-07 | 2022-03-10 | 孖垚建筑科技(上海)有限公司 | Curtain wall member and manufacturing method therefor |
Also Published As
Publication number | Publication date |
---|---|
DE3070098D1 (en) | 1985-03-21 |
PT71342A (en) | 1980-07-01 |
EP0022107B1 (en) | 1985-02-06 |
FI58810B (en) | 1980-12-31 |
FI58810C (en) | 1981-04-10 |
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Legal Events
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PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
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AK | Designated contracting states |
Designated state(s): DE FR IT NL SE |
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17P | Request for examination filed |
Effective date: 19810612 |
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ITF | It: translation for a ep patent filed | ||
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
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AK | Designated contracting states |
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