CN1202326C - Modular shuttering element for building wall - Google Patents
Modular shuttering element for building wall Download PDFInfo
- Publication number
- CN1202326C CN1202326C CNB998047171A CN99804717A CN1202326C CN 1202326 C CN1202326 C CN 1202326C CN B998047171 A CNB998047171 A CN B998047171A CN 99804717 A CN99804717 A CN 99804717A CN 1202326 C CN1202326 C CN 1202326C
- Authority
- CN
- China
- Prior art keywords
- wallboard
- shuttering element
- modular shuttering
- vertical
- groove
- 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 - Fee Related
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
- E04B2/54—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities the walls being characterised by fillings in all cavities in order to form a wall construction
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0202—Details of connections
- E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
- E04B2002/0208—Non-undercut connections, e.g. tongue and groove connections of trapezoidal shape
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Finishing Walls (AREA)
- Panels For Use In Building Construction (AREA)
- Moulds, Cores, Or Mandrels (AREA)
- Joining Of Building Structures In Genera (AREA)
- Specific Sealing Or Ventilating Devices For Doors And Windows (AREA)
- Building Environments (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The invention concerns a modular shuttering element (S) designed to form part of a wall filled with material such as concrete, comprising two panels (1, 1') linked together by at least a tie (2, 2'), characterised in that said tie (2, 2') comprises at least a deep rebate (3, 3') extending over the whole width of its underside and/or at least a pair of rebates (4a', 4b') extending over the whole height of each of its sides, so as to form airtight and watertight barriers in said material. The invention is applicable to the field of construction building.
Description
Technical field
The present invention relates to kind of a modular shuttering element that is used for wall construction.
Background technology
In construction industry, it is well-known using template to carry out wall construction.
By traditional approach, these members comprise two wallboards that coupled together by grid spacer or crossbeam, and therefore one group of such member has formed two dividing plates for example can water reinforcement materials such as concrete therein.Then, this wallboard plays a part template in the face of concrete.
Therefore, such modular shuttering element can be without framing component, as is usually used in building the wall panel of concrete wall, thereby can obtain good economic effect.
In addition, people can handle the wallboard of this modular shuttering element and make it have more surface of good, and to avoid that it is applied processing, this has also caused the reduction of cost.
It has been found that the body of wall of the structure of transvers plate that use obtains from all prior aries exists the shortcoming of infiltration and ventilative aspect, this is that this effect makes empty G﹠W little by little pass body of wall by the lateral surfaces and the side of grid spacer because grid spacer or crossbeam can produce " cold bridge effect " inevitably.
Inevitably, the concrete of cast can shrink on the total inner surface of modular shuttering element, particularly on the lateral surfaces and side of grid spacer.This concrete contraction meeting produces a space between the lateral surfaces of concrete and each grid spacer and side.This space normally can form fracture in the continued access process, and therefore himself form bridge formation between wallboard.In addition, if people look squarely when each arranges on the modular shuttering element, just can see the light that comes from by the body of wall of modular shuttering element structure.
Summary of the invention
The object of the present invention is to provide a kind of modular shuttering element, can make body of wall waterproof and air tight fully.
By using a kind of modular shuttering element, but form a part of body of wall of packing material (for example concrete).Thereby achieve the above object and following explanation in other purpose of more clearly mentioning.This modular shuttering element comprises two wallboards that connected by at least one grid spacer or crossbeam, one of them novel characteristics is, described grid spacer comprises deep trouth and/or at least one pair of notch along the whole height extension of its both sides that at least one extends along the whole width of its lateral surfaces, thereby forms waterproof, gastight barrier in described material.
Further feature of the present invention:
Described notch is on the centre position and/or the side in described grid spacer of described lateral surfaces;
Described notch has the basic cross section of rectangle that is;
The upper surface of described grid spacer is a recess, so that hold described material and strengthen element, for example reinforcing bar;
Each described wallboard comprises has a vertical protuberance and one to go up vertical platform at an upper portion thereof, has a longitudinal groove and one to be used to the following vertical platform that is fitted to each other and installs in its Lower Half;
The shaping of described vertical protuberance, groove and platform makes when it is fitted to each other, and has certain interval to exist, with the infiltration phenomenon of avoiding causing owing to capillarity;
Described vertical protuberance has at least one side from the external-to-internal of member (the relative plumb line in this side tilts), a horizontal side and a vertical side with groove;
Each wallboard comprises at least one and the passage that extends between soffit thereon, therefore make may seepage water vertically drain;
Each wallboard comprises a groove, and this groove links to each other along the whole length extension on its wallboard top and with described passage, so that the water of possibility seepage is to described passage seepage;
As cooperating the side of the described wallboard of the wallboard that works to have the contour shape that can be fitted to each other with adjacent members;
The shape that described side has makes described mating part have a gap, with the seepage of avoiding capillarity to cause.
The present invention also provides a body of wall that is made of above-mentioned modular shuttering element, wherein is filled with the material as concrete and so on.
According to above characteristics, when the material with the coagulation great soil group pours in the body of wall that forms according to modular shuttering element of the present invention, this class material will be contained in the lateral surfaces and the notch on the side of grid spacer, thereby form tight water and air barrier, when concrete shrinkage even this barrier still can be remained valid.
Below with reference to accompanying drawing other features and advantages of the present invention are carried out clearer description:
Description of drawings
Fig. 1 is the stereogram according to standard form member of the present invention;
Fig. 2 is the lateral view according to two standard form members of the present invention, is filled with concrete therebetween; This figure has only shown for understanding concrete zone of wanting required for the present invention.
In these figure, identical number designation is illustrated in same or analogous part or parts on the function.
The specific embodiment
With reference to Fig. 1, from wherein as seen according to a standard form S of the present invention, be meant the modular shuttering element at the normal position that is arranged on body of wall at this " standard " speech, it is relative with " special " modular shuttering element that has a certain degree for shape, the opening of fixed bearing, door and window is used.
Though special modular shuttering element is not shown, clearly it is by the present invention covered.
Described standard form member S is parallelepiped shape and is two-way available that in other words, it is with respect to axle ZZ ' symmetry and location by its center of gravity basically, and said axle is vertical (as shown in Figure 1).
This modular shuttering element comprises two wallboards 1,1 ' that be positioned dividing plate or crossbeam 2,2 ' link together.
According to an essential feature of the present invention, each grid spacer comprises the dark groove 3,3 ' that at least one extends along the whole width of its lateral surfaces middle part, and/or at least one pair of notch 4a, 4b, 4a ', 4b ' that extends along the whole height of its each middle part, side.Preferably still have in appearance very limited feature is arranged, these notches 3,3 ', 4a, 4a ', 4b, 4b ' have the square-section, as shown in Figure 1.
Other face of described grid spacer is a recess 5,5 ', and it can be as shown in the figure circular or other shape.
Each wallboard 1,1 ' comprises at an upper portion thereof, vertical protuberance 8a, a 8a ' and last vertical platform 9a, a 9a '; Comprise that in its underpart longitudinal groove 8b, a 8b ' and lower platform 9b, a 9b ' limit a structure to work in coordination.
Each described vertical protuberance comprises side 10a, a 10a ' from the external-to-internal of modular shuttering element (this side relative plumb line tilt), horizontal side 11a, a 11a ' and vertical side 12a and 12a '.
Described inclined side 10a, 10a ' preferably become 30 ° of angles approximately with plumb line.
Described vertical protuberance 8a, 8a ' by slant edge arbitrarily 15,15 ' and wallboard 1,1 ' outside couple together, this protuberance is formed on the last horizontal edge of modular shuttering element.
Described slant edge arbitrarily 15,15 ' preferably with plumb line angle at 45 approximately.
Each longitudinal groove 8b, 8b ' have side 10b, a 10b ' from the external-to-internal of modular shuttering element (the relative plumb line in this side tilts), horizontal side 11d, a 11d ' and vertical side 12b, a 12b '.
These longitudinal grooves connect wallboard 1,1 ' external surface by horizontal side 16,16 ', and it is with vertical platform 9b, 9b ' are in the same plane down.
The shape of preferred wallboard 1,1 ' upper and lower makes when two modular shuttering elements self superpose, vertical platform 9a, 9a ' and following vertical platform 9b, 9b ' lean each other on it, its vertical protuberance 8a, 8a ' and groove 8b, 8b ' are separated by space J simultaneously, and this space is preferably 2mm (as shown in Figure 2) at least.
Described each wallboard 1,1 ' comprises a groove 17,17 ', itself and the vertical protuberance 8a that extends along the whole length on wallboard top, and the vertical side of 8a ' is consistent.
Vertically the accumulation horizontal expansion of the groove 17 that protuberance 8a, 8a ' are adjacent with it equates (as shown in Figure 2) with the horizontal expansion of longitudinal groove 8b, 8b ' apart from E2 basically apart from E1.
In addition, each wallboard 1,1 ' comprises at least one passage 18,18 ', and this passage extends between the end face of wallboard and bottom surface, and it links to each other with described groove 17,17 '.
The side 20,20 ' of the modular shuttering element S that cooperates with adjacent modular shuttering element preferably also has the contour shape that can mate with each other.
The same with the upper and lower of wallboard, these side preferred shape make when two modular shuttering elements are fitted to each other, some part 21a, 21b of these sides abut one another together, and other parts 22a, the 22b of these sides are separated by a gap (not shown) that is at least 2mm simultaneously.
Above-mentioned modular shuttering element can be made by vibrations pouring molding technique by a series of materials of present building field extensive use.Preferred use architectural grade concrete (in other words, it can satisfy certain for example to the requirement of the aesthetical standard of color, structure or the like), and this concrete is a waterproof.
Operation and the advantage according to the reality of modular shuttering element of the present invention can be directly understood in above description significantly.
Below, we 2 describe with reference to the accompanying drawings more specifically.
In order to build a body of wall, the first step is that first row's modular shuttering element R1 is placed on the ground of level fully, for example a concrete platform (not shown).
Described modular shuttering element embeds cooperation each other by the contour shape that cooperatively interacts that its side has.
The modular shuttering element of standard is used to build the straight line portion of body of wall, and will be left or the modular shuttering element of the right side anglec of rotation corner that is used to build body of wall, terminal and half module board member framework end is used for and the construction of the opening of window with the modular shuttering element framework.
In case first row's modular shuttering element R1 is supported, just can stack on this basis the second row modular shuttering element R2 with form one between this two row without any vertically the stacking of horizontal-shift, or can stack second row's modular shuttering element R2 on this basis and have being staggered of the horizontal-shift that is equivalent to half template length between one the two adjacent row to form.
The guiding of second row's template and correct location are guaranteed that by longitudinal groove 8b, 8b ' this longitudinal groove matches with vertical protuberance 8a, the 8a ' of the modular shuttering element of the first row R1.
The load of vertical direction can only transmit by last vertical platform 9a, 9a ' and following vertical platform 9b, the 9b ' with above-mentioned geometrical property, in this case, preferred two on these platforms all are flat, have the shape of rule so that guarantee the body of wall of being built, and avoid the dangerous crack (as described below) of (in other words before placing of concrete) formation in the interim transitional period
In order to build body of wall, need carry out repeatedly chimeric and stack operation.
During this period, the horizontal reinforcement that metal is for example strengthened rod 30 is placed in the groove that the upper recess surface 5 by grid spacer or crossbeam 2 forms with certain level interval.
Vertical or the interfolded of modular shuttering element has the effect that described grid spacer vertical alignment is arranged.Therefore people also can be placed on the vertical reinforcement of for example metal reinforcements (not shown) between the wallboard with certain vertical interval.
In case body of wall reaches certain height, just for example material of concrete 40 can be watered between wallboard 1,1 ', thereby fully fill free space therebetween, and finish this wall construction.
Described concrete 40 is mainly used to fill by grid spacer 2,2 ' upper surface and is positioned at the hollow recess that notch 3,3 ', 4a, 4b, 4a ', the 4b ' of its lateral surfaces and side form, has formed therefrom along the interface 41 of the plane parallel extension of body of wall.
Described interface 41 has solved the permeable and ventilative problem that exists in the modular shuttering element of prior art, this is because the barrier that they have formed sealing stops that the empty G﹠W that caused by capillarity is in grid spacer 2,2 ' lateral surfaces and the infiltration on the side, even also can keep rendeing a service when concrete 40 avalanches takes place or shrinks.This has just solved cold bridge effect of the prior art (as previously mentioned).
In addition, we are also noted that because wallboard 1,1 ' upper and lower part and the geometry of side, and groove 17,17 ' and be formed at therebetween passage 18,18 ', and the water yield that arrives interface is reduced widely.
In fact, vertically the mutual embedding of protuberance 8a, 8a ' and groove 8b, 8b ' cooperates, and described lateral parts has formed mechanical barrier, this barrier can stop the power infiltration of water, in other words, can stop the infiltration of circulating water, for example rolled up the rainwater of beating to wall by wind.
In addition, the gap between vertical protuberance 8a, 8a ' and groove 8b, 8b ' makes and forms an area of isolation that between modular shuttering element water is difficult to enter this zone by the capillary percolation effect, has so just formed the physical barriers of opposing water infiltration.Being formed on passage 18 in the wallboard 1,1 ', 18 ' (its vertical alignment is arranged) can recycle-water, and even now, these water can reach the groove 17,17 ' that is formed on wallboard top, and are drawn towards the root of body of wall.
Equally, the gap that is configured between the rear surface 20,20 ' of modular shuttering element also can stop water to infiltrate by capillary tube.
In addition, should be taken into account that modular shuttering element of the present invention can keep visual, it be visual for it to see at least from the outside.Therefore, from angle of aesthetics, these factors are basic.
Described horizontal arbitrarily seamed edge 15, the 15 ' connecting line that can give prominence between the modular shuttering element, and therefore on body of wall, formed a visual pattern.
The concrete use of architectural grade make the outward appearance of body of wall satisfy the position of building to aesthetic demand.
Clearly, the present invention is limited in the described and embodiments shown, but provide by non-restrictive example.
Therefore, for example can have several notches at the soffit of the grid spacer of described modular shuttering element.
Equally, modular shuttering element of the present invention can be used for building crooked body of wall.
Equally, can in the body of wall that modular shuttering element according to the present invention constitutes, fill material with heat insulation and/or sound insulation property, light weight concrete construction for example, it is a kind of synthetic pellet concrete.
Claims (12)
1, a kind of packing material therein is with the modular shuttering element (S) of the part of formation body of wall, this modular structure comprises by at least one grid spacer or crossbeam (2,2 ') two wallboards (1 of Lian Jieing, 1 '), it is characterized in that described grid spacer (2,2 ') comprise the deep trouth (3 that at least one extends along the whole width of its lateral surfaces, 3 ') and/or at least one pair of notch (4a that extends along the whole height of its both sides, 4b, 4a ', 4b '), thus in described material, form the barrier (41) of waterproof, anti-air.
2, member according to claim 1 (S) is characterized in that: described packing material is concrete (40).
3. member according to claim 1 and 2 (S) is characterized in that, described notch (3,3 ', 4a, 4b, 4a ', 4b ') is in the centre position of described lateral surfaces and/or on the described grid spacer side of (2,2 ').
4. member according to claim 1 and 2 (S) is characterized in that, described notch (3,3 ', 4a, 4b, 4a ', 4b ') has the basic cross section of rectangle that is.
5. member according to claim 1 and 2 (S) is characterized in that, the upper surface of described grid spacer (2,2 ') is hollow recess (5,5 '), so that hold described material (40) and strengthen element, described enhancing element is reinforcing bar (30).
6. according to the member (S) of claim 1 or 2, it is characterized in that, each described wallboard (1,1 ') comprise at an upper portion thereof vertical protuberance (8a, 8a ') and one go up vertical platform (9a, 9a '), in its Lower Half one longitudinal groove (8b is arranged, 8b ') and a following vertical platform (9b, 9b ') that is used to be fitted to each other and installs.
7. member according to claim 6 (S) is characterized in that, as described vertical protuberance (8a, 8a '), groove (8b, 8b ') and platform (9a, 9a ', 9b, when 9b ') being fitted to each other, gapped in their shape (J) exists, with the infiltration phenomenon of avoiding causing owing to capillarity.
8. member according to claim 7 (S) is characterized in that, described vertical protuberance (8a, 8a ') and groove (8b, 8b ') have side (10a, 10a ' that at least one tilts from the relative plumb line of the external-to-internal of member, 10b, 10b '), horizontal side (11a, 11a ', a 11b, 11b ') and a vertical side (12a, 12a ', 12b, 12b ').
9. according to claim 1,2,7 or 8 described members (S), it is characterized in that each wallboard (1,1 ') comprise that at least one and the passage (18 that extends between soffit thereon, 18 '), each wallboard (1,1 ') comprises a groove (17,17 '), this groove links to each other along the whole length extension on its wallboard top and with described passage (18,18 '), so that the water of possibility seepage is to described passage (18,18 ') therefore seepage makes the water of possibility seepage vertically drain.
10. according to claim 1,2,7 or 8 described members (S), it is characterized in that (20a 20b) has the contour shape that can be fitted to each other as the side of the wallboard that concurs with adjacent members.
11. member according to claim 10 (S) is characterized in that, (20a, the shape that 20b) matches has the gap, with the seepage of avoiding capillarity to cause in described side.
12. a body of wall is characterized in that, this body of wall is made of modular shuttering element according to claim 1 (S), fill concrete material in described modular shuttering element.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FR9816714A FR2788071B1 (en) | 1998-12-31 | 1998-12-31 | MODULAR ELEMENT FOR THE BUILDING WALL |
| FR98/16714 | 1998-12-31 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1295640A CN1295640A (en) | 2001-05-16 |
| CN1202326C true CN1202326C (en) | 2005-05-18 |
Family
ID=9534746
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB998047171A Expired - Fee Related CN1202326C (en) | 1998-12-31 | 1999-12-31 | Modular shuttering element for building wall |
Country Status (12)
| Country | Link |
|---|---|
| EP (1) | EP1060312B1 (en) |
| JP (1) | JP2002534624A (en) |
| KR (1) | KR20010089111A (en) |
| CN (1) | CN1202326C (en) |
| AT (1) | ATE279600T1 (en) |
| AU (1) | AU3050100A (en) |
| DE (1) | DE69921101T2 (en) |
| ES (1) | ES2235544T3 (en) |
| FR (1) | FR2788071B1 (en) |
| PT (1) | PT1060312E (en) |
| TR (1) | TR200002532T1 (en) |
| WO (1) | WO2000040818A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105705711A (en) * | 2013-11-07 | 2016-06-22 | Csr建筑产品有限公司 | Building component |
| US10907348B2 (en) | 2013-11-07 | 2021-02-02 | Csr Building Products Limited | Building component |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU2008336523A1 (en) | 2007-12-12 | 2009-06-18 | Kang-Suck Kim | Building block, building structure and the method of bricking wall using the same |
| EP2092133B1 (en) * | 2007-12-12 | 2012-11-07 | Kyu-Hue Kim | Building block and method of bricking a wall using the same |
| US8429873B2 (en) | 2008-10-15 | 2013-04-30 | Timothy P. Devine, JR. | Modular construction panels, systems, and methods of installation |
| CN101550739B (en) * | 2009-05-12 | 2011-11-09 | 四川善晟建筑智能化工程有限公司 | Composite building module for building plane structure and manufacturing method thereof |
| FR2991353B1 (en) * | 2012-06-05 | 2016-07-01 | Jean Yves Moulin | BUILDING BRICK FOR DRY INSTALLATION |
| RU2683457C2 (en) * | 2014-07-04 | 2019-03-28 | Иида Груп Холдингс Ко., Лтд. | Building block and facade wall executed using such blocks |
| FR3048440B1 (en) * | 2016-03-07 | 2021-07-30 | Claude Letulle | MODULAR CONSTRUCTION UNITS WITH RESERVATIONS |
| BR102017013895B1 (en) * | 2017-06-27 | 2023-11-14 | Zeenni Engenharia E Construções Ltda | IMPROVEMENTS INTRODUCED IN A REINFORCED CONCRETE VENTILATED WALL MODULE FOR THE CONSTRUCTION OF BUILDINGS IN GENERAL AND THEIR INDUSTRIALIZED CONSTRUCTION SYSTEM |
| KR102292081B1 (en) * | 2020-07-10 | 2021-08-24 | 한국건설기술연구원 | Nailless prefabricated panel having stud and spacer, and wall construction method using the same |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2150874A1 (en) * | 1971-10-13 | 1973-04-19 | Walter Ergenzinger | COMPONENT MADE FROM LIGHTWEIGHT MATERIAL |
| DE2921113A1 (en) * | 1979-05-25 | 1980-12-04 | Hans Mumm | FORMWORK STONE |
-
1998
- 1998-12-31 FR FR9816714A patent/FR2788071B1/en not_active Expired - Fee Related
-
1999
- 1999-12-31 DE DE69921101T patent/DE69921101T2/en not_active Expired - Lifetime
- 1999-12-31 JP JP2000592504A patent/JP2002534624A/en active Pending
- 1999-12-31 KR KR1020007009638A patent/KR20010089111A/en not_active Application Discontinuation
- 1999-12-31 ES ES99964751T patent/ES2235544T3/en not_active Expired - Lifetime
- 1999-12-31 EP EP99964751A patent/EP1060312B1/en not_active Expired - Lifetime
- 1999-12-31 TR TR2000/02532T patent/TR200002532T1/en unknown
- 1999-12-31 AT AT99964751T patent/ATE279600T1/en not_active IP Right Cessation
- 1999-12-31 WO PCT/FR1999/003327 patent/WO2000040818A1/en not_active Application Discontinuation
- 1999-12-31 CN CNB998047171A patent/CN1202326C/en not_active Expired - Fee Related
- 1999-12-31 PT PT99964751T patent/PT1060312E/en unknown
- 1999-12-31 AU AU30501/00A patent/AU3050100A/en not_active Abandoned
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105705711A (en) * | 2013-11-07 | 2016-06-22 | Csr建筑产品有限公司 | Building component |
| CN111576724A (en) * | 2013-11-07 | 2020-08-25 | Csr建筑产品有限公司 | Building element |
| US10907348B2 (en) | 2013-11-07 | 2021-02-02 | Csr Building Products Limited | Building component |
Also Published As
| Publication number | Publication date |
|---|---|
| ES2235544T3 (en) | 2005-07-01 |
| DE69921101D1 (en) | 2004-11-18 |
| PT1060312E (en) | 2005-03-31 |
| KR20010089111A (en) | 2001-09-29 |
| AU3050100A (en) | 2000-07-24 |
| FR2788071A1 (en) | 2000-07-07 |
| CN1295640A (en) | 2001-05-16 |
| WO2000040818A1 (en) | 2000-07-13 |
| FR2788071B1 (en) | 2001-05-11 |
| EP1060312B1 (en) | 2004-10-13 |
| JP2002534624A (en) | 2002-10-15 |
| ATE279600T1 (en) | 2004-10-15 |
| DE69921101T2 (en) | 2005-10-20 |
| EP1060312A1 (en) | 2000-12-20 |
| TR200002532T1 (en) | 2000-12-21 |
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