CN101151423A - C-shaped profile and partition comprising a C-shaped profile - Google Patents
C-shaped profile and partition comprising a C-shaped profile Download PDFInfo
- Publication number
- CN101151423A CN101151423A CNA2006800107360A CN200680010736A CN101151423A CN 101151423 A CN101151423 A CN 101151423A CN A2006800107360 A CNA2006800107360 A CN A2006800107360A CN 200680010736 A CN200680010736 A CN 200680010736A CN 101151423 A CN101151423 A CN 101151423A
- Authority
- CN
- China
- Prior art keywords
- section bar
- sidepiece
- load state
- subtended angle
- reinforcing rib
- 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.)
- Pending
Links
- 238000005192 partition Methods 0.000 title claims abstract description 15
- 229910052751 metal Inorganic materials 0.000 claims abstract description 19
- 239000002184 metal Substances 0.000 claims abstract description 18
- 230000003014 reinforcing effect Effects 0.000 claims description 16
- 238000004049 embossing Methods 0.000 claims description 5
- 238000009413 insulation Methods 0.000 description 10
- 229910052602 gypsum Inorganic materials 0.000 description 9
- 239000010440 gypsum Substances 0.000 description 9
- 230000008901 benefit Effects 0.000 description 3
- 230000006872 improvement Effects 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000005253 cladding Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000005489 elastic deformation Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Images
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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
- E04B2/7409—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts special measures for sound or thermal insulation, including fire protection
- E04B2/7412—Posts or frame members specially adapted for reduced sound or heat transmission
Landscapes
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Thermal Sciences (AREA)
- Building Environments (AREA)
- Finishing Walls (AREA)
- Revetment (AREA)
- Artificial Fish Reefs (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Fencing (AREA)
- Assembled Shelves (AREA)
Abstract
The present invention relates to a C-section bar (1, 1' and 1'') which is made of metal plate and a wall partition that is used to be covered at the two sides, and the section bar is provided with two side parts (2) and a base part (3) connected with the side parts (2). The invention is characterized in that the base part (3) synthesizes an angular aperture (R) larger than 90 degrees to at least one side part (2) in the no-load state of the C-section bar (1, 1' and 1'').
Description
Technical field
The present invention relates to the C-section bar made by metal sheet, it is used for the partition wall that the two sides is capped, and this section bar has two sidepieces and a bottom that is connected sidepiece.
Background technology
This class C-section bar for example has disclosed in DE 100 13 991 C1.It is used among the interior decoration field usually, and purpose is in order to generate wall in dry wall.Wherein, in known C-section bar, sidepiece is located perpendicular to the bottom.
When using this known C-section bar formation dry wall, can obtain sound insulation quality preferably, however, still wish further to improve sound damping.Also should not improve or improve as far as possible among a small circle manufacturing cost simultaneously.
Summary of the invention
Therefore, the objective of the invention is to, further the C-section bar of civilian described type is opened in pursuit of advanced studies, makes and especially improves the sound insulation quality under the situation with low surcharge.
With regard to opening civilian described C-section bar, this purpose is solved by following content, promptly under the no load state of C-section bar, allows the synthetic subtended angle greater than 90 ° of bottom and at least one sidepiece.
In this design, at least one, preferred two sidepieces slightly to extrinsic deflection, can obviously improve sound insulation by this design under the no load state of C-section bar.When the C-section bar was covered by gypsum plank or similar item in installation, the C-section bar can be subjected to load and deform, and the subtended angle between sidepiece and the bottom can be because the power that occurs and reducing once again.Though just so, compare with traditional C-section bar, the partition wall of making still can show improvement aspect sound insulation performance.Advantage according to design of the present invention is, just can improve sound insulation without add ons, and at the manufacture view of C-section bar or only bearing very low fringe cost aspect the installation of partition wall.
According to the present invention preferably allow the bottom and at least one sidepiece between subtended angle under the no load state of C-section bar more than or equal to 91 °, especially more than or equal to 92 °.
Can realize another kind of improvement by following content, promptly allow the subtended angle between bottom and at least one sidepiece under the no load state of C-section bar, be less than or equal to 95 °, especially be less than or equal to 94 °.
Especially preferably allow the subtended angle between bottom and at least one sidepiece be under the no load state of C-section bar between 92.5 ° and 93.5 °, especially preferred is 93 °.
Also further make following setting according to invention, promptly two sidepieces are not provided with under the no load state of C-section bar and synthetic each other angle parallel to each other, and this angle is between 2 ° and 10 °, especially is between 4 ° and 8 °.Wherein, sidepiece away from the distance towards the end of bottom between of the distance between the end of bottom greater than sidepiece.
When sidepiece and bottom form by the sheet metal part of one, make simple especially.
In addition, following content also is preferred, promptly allow sidepiece and bottom each other can be mutually flexibly or elasticity and plastically being out of shape, make sidepiece in installment state with the location that meets at right angles, bottom.Thus can so that sidepiece in installment state elastic deformation under the tension force abut on the cladding plate.
Also can realize the improvement of sound insulation by following content, promptly allow at least one sidepiece have the reinforcing rib that especially outwards protrudes." reinforcing rib " can show good especially sound insulation quality with the associating of " becoming big subtended angle according to the present invention under no load state ".
Simultaneously, following content also is preferred, promptly allows reinforcing rib along vertical distribution of C-section bar and allow it particularly extend on the total length of C-section bar.
In a particularly preferred embodiment of the present invention, the C-section bar has embossing in its surface of at least a portion.By embossing make in metal sheet occur local, especially be the distortion of point-like.A large amount of distortion, every cm for example are set for thus each face unit
2Greater than the distortion at 5 places, perhaps every cm
2Distortion greater than 10 places.
According to the invention thickness of metal sheet can be arranged between 0.3mm and the 3mm, especially between the 0.4mm to 0.6mm.
In addition, the invention still further relates to a kind of partition wall that utilizes aforesaid C-section bar to make.
Description of drawings
Other purpose of the present invention, feature, advantage and applicability are found out can describing from the following embodiment by accompanying drawing.Wherein, feature all descriptions and/or illustrated can form the object of inventing separately or with significant compound mode, and irrelevant with the content or the relative content of single claim.
Wherein:
Shown in Fig. 1 is phantom drawing according to C-section bar of the present invention;
Shown in Fig. 2 is phantom drawing according to another embodiment of C-section bar of the present invention;
Shown in Fig. 3 is phantom drawing according to another embodiment of C-section bar of the present invention;
Shown in Fig. 4 is the cross section of section bar shown in Figure 2;
Shown in Fig. 5 is the cross section that is loaded into partition wall section bar shown in Figure 2 afterwards;
Shown in Fig. 6 is phantom drawing according to another embodiment of C-section bar of the present invention;
Shown in Fig. 7 is the cross section that is loaded into partition wall section bar shown in Figure 6 afterwards.
The specific embodiment
Accompanying drawing show the C- section bar 1,1 that is used for the partition wall that the two sides is capped made by metal sheet ', 1 " different embodiment.Each C- section bar 1,1 ', 1 " have two sidepieces 2 and a bottom 3.
3 substantially flat ground, bottom constitute.In the embodiment shown in Fig. 1 to 3, in the exterior zone of bottom 3, respectively be provided with groove 4 in both sides, groove 4 along C- section bar 1,1 ', 1 " longitudinal extension.Bottom 3 can have unshowned opening, depression or punching.The C- section bar 1,1 here ', the 1 " shape that has elongation.This point also is applicable to bottom 3.In addition, bottom 3 also can have with shown in the different form of pattern.
On vertical side of bottom 3, be provided with a sidepiece 2 respectively.As can in Fig. 4, seeing especially, sidepiece 2 C- section bar 1,1 ', 1 " no load state under with the synthetic subtended angle R greater than 90 ° in bottom 3.Bottom 3 towards measure between the medial surface 5 of sidepiece 2 and the sidepiece 2 subtended angle R preferably between 91 ° and 95 °, wherein be especially reliably between 92 ° and 94 °, particularly between 92.5 ° and 93.5 °.Subtended angle R in a preferred embodiment is 93 °.This moulding makes sidepiece 2 to begin slight outer oblique or open from its link position with respect to bottom 3.
As shown in the figure, sidepiece 2 is not parallel to each other under the no load state of C-section bar but is provided with at an angle to each other.Their synthetic angles are between 2 ° and 10 °, especially are between 4 ° and 8 °.Wherein, sidepiece 2 away from the distance towards the end 7 of bottom 3 between of the distance between the end 6 of bottom 3 greater than sidepiece 2.Wherein, C- section bar 1,1 ', 1 " each sidepiece 2 all with the synthetic same subtended angle R in bottom 3, as top stated, this subtended angle R is greater than 90 °.
C-section bar that one constitutes 1 is made by metal sheet.In manufacture process, implemented sheet metal according to illustrated distortion, particularly allow sidepiece become illustrated shape by bending or cold rolled metal sheet material exactly.Wherein, sidepiece 2 and bottom 3 can be mutually in the workpiece of making flexibly or elasticity and distortion plastically, make that sidepiece can be about the location that meets at right angles, bottom under installment state.
In the embodiment shown, sidepiece 2 have separately C- section bar 1,1 ', 1 " vertical upwardly extending reinforcing rib 8,8 ', 8 ".These reinforcing ribs form by the plastic strain of sheet metal in sidepiece 2 zones.Be respectively equipped with three parallel and extend longitudinally reinforcing ribs 8 in the embodiment shown in fig. 1, they point to inner.Correspondingly in other flat surfaces of sidepiece 2, be shown with the indenture of flute profile or channel shape.In the embodiment shown in Fig. 2 and 3, on each sidepiece 2, be provided with respectively four parallel and along the reinforcing rib 8 of the longitudinal extension of C-section bar ', 8 ", their directed outwards.Wherein, reinforcing rib 8 ', 8 " upper area be formed for the linear or the stripe-shaped bearing surface of cladding plate jointly, these bearing surfaces are in the common plane.Wherein, reinforcing rib 8,8 ', 8 " quantity can change according to various needs.
Also on the outer end 6 of sidepiece, be provided with section 9. in addition to intrinsic deflection
In the embodiment shown in fig. 3, the metal sheet of C-section bar 1 has embossing in its surface.Sheet metal correspondingly be shown with a plurality of parts, particularly put the deformation of shape, these deformation have especially improved the soundness of sheet metal.In addition, " by having the sidepiece 2 of reinforcing rib and/or the combination that embossing constitutes in the diagram " can be with " slight outside open sidepiece 2 under the no load state of C-section bar 1 ", to being intended to have the transfer voice characteristic generation favorable influence of better sound insulation.
Fig. 5 shows and is in the C-section bar according to Fig. 2 of installment state.Can see well, give in order to constitute partition wall 12 C-section bar 1 ' the two sides cover be preferably gypsum plank 10,10 ', 10 " flat board.Wherein, gypsum plank 10,10 ', 10 " be attached to separately C-section bar 1 ' sidepiece 2 on.Because reinforcing rib 8 ' cause, so be shown with the bearing surface that has dwindled therein, reason is, 2 of sidepieces utilize reinforcing rib 8 ' the top be attached to gypsum plank 10,10 ', 10 " on.Wherein, by setting tool 11 gypsum plank 10,10 ', 10 " with sidepiece 2 be fixedly linked and mutually the tension, setting tool 11 is at the current tapping screw that is set as.Wherein, setting tool 11 can be separately reinforcing rib 8 ' between the zone in be connected with sidepiece 2.Below Fig. 5, can also see, two gypsum planks 10 ', 10 " in sidepiece 2 zones, bump each other and connect and utilize setting tool 11 to link to each other separately with sidepiece 2.In addition, partition wall 12 be in gypsum plank 10 and 10 ' and 10 " between the zone in also be provided with do not express be used for sound insulation and/or heat insulation insulation materials.
In installment state, the sidepiece 2 of C-section bar bears load and flexibly or under certain conditions elasticity and plastically distortion from non-loaded position shown in Figure 4.Thus, C-section bar 1 ' no load state under dwindle greater than 90 ° subtended angle R, wherein sidepiece 2 be parallel to gypsum plank 10,10 ', 10 " location.Usually, after installing, because the power that occurs when mounted, so can appear at vertical setting between sidepiece 2 and the bottom 3.
C- section bar 1,1 ', 1 " the thickness of sheet metal especially between 0.3mm and 3mm.Actual proof has advantage especially when thickness is 0.4mm to 0.6mm.For metal sheet, what preferably relate to is that modulus of elasticity is in 196kN/mm
2With 216kN/mm
2Between steel.The tensile strength of metal sheet is between the 270MPa to 500MPa.
Fig. 6 and Fig. 7 show another embodiment, and this embodiment is consistent substantially with the embodiment that Fig. 3 is described.Can quote thus top, correspondingly be applicable to that Fig. 6 and Fig. 7 describe.Wherein, the part identical functions has identical Reference numeral.But, in the embodiment shown in Fig. 6 and 7, only be provided with a groove 4 along C-section bar longitudinal extension among bottom 3, this groove is compared widelyer with groove shown in Figure 3 and is constituted.Can also see well that in Fig. 7 the subtended angle R between sidepiece 2 and the bottom 3 is greater than 90 °.
Reference numeral
1,1 ', 1 " C-section bar
2 sidepieces
3 bottoms
4 grooves
5 medial surfaces
6 outer ends
7 inner ends
8,8 ', 8 " reinforcements
9 sections
10,10 ', 10 " gypsum planks
11 setting tools
12 partition walls
The R subtended angle
Claims (12)
- The C-section bar of making by metal sheet (1,1 ', 1 "); be used for the partition wall that the two sides is capped; this section bar has two sidepieces (2) are connected sidepiece (2) with one bottom (3); it is characterized in that; described C-section bar (1,1 ', in the no load state of 1 "), the synthetic subtended angle (R) greater than 90 ° of described bottom (3) and at least one described sidepiece (2).
- 2. according to the described C-section bar of claim 1, wherein, the subtended angle (R) between bottom (3) and at least one sidepiece (2) the C-section bar (1,1 ', in the no load state of 1 ") more than or equal to 91 °, especially more than or equal to 92 °.
- 3. according to claim 1 or 2 described C-section bars, wherein, the subtended angle (R) between bottom (3) and at least one sidepiece (2) the C-section bar (1,1 ', be less than or equal to 95 ° in the no load state of 1 "), especially be less than or equal to 94 °.
- 4. according to the described C-section bar of one of claim 1 to 3, wherein, the subtended angle (R) between bottom (3) and at least one sidepiece (2) the C-section bar (1,1 ', be between 92.5 ° and 93.5 ° in the no load state of 1 "), especially be 93 °.
- 5. according to the described C-section bar of one of claim 1 to 4, wherein, two sidepieces (2) the C-section bar (1,1 ', be not provided with in parallel with each other and synthetic mutually angle in the no load state of 1 "), this angle is between 2 ° and 10 °, especially is between 4 ° and 8 °.
- 6. according to the described C-section bar of one of claim 1 to 5, wherein, sidepiece (2) forms with the sheet metal elements of bottom (3) by one.
- 7. according to the described C-section bar of one of claim 1 to 6, wherein, sidepiece (2) and relative to each other elasticity or elasticity and distortion plastically of bottom (3), make sidepiece (2) under installment state with bottom (2) location that meets at right angles.
- 8. according to the described C-section bar of one of claim 1 to 7, wherein, at least one sidepiece (2) have reinforcing rib (8,8 ', 8 "), this reinforcing rib especially outwards protrudes.
- 9. according to the described C-section bar of one of claim 1 to 8, wherein, reinforcing rib (8,8 ', 8 ") be distributed in vertically going up of C-section bar (1,1 ', 1 ") and especially the C-section bar (1,1 ', extend on the total length of 1 ").
- 10. according to the described C-section bar of one of claim 1 to 9, wherein, the C-section bar (1,1 ', 1 ") have embossing in its at least a portion surface.
- 11. according to the described C-section bar of one of claim 1 to 10, wherein, the thickness of metal sheet between 0.3mm and 3mm, especially be 0.4mm to 0.6mm.
- 12. utilize according to the described C-section bar of one of aforementioned claim (1,1 ', the partition wall made of 1 ").
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102005016176A DE102005016176A1 (en) | 2005-04-07 | 2005-04-07 | C-profile and partition with C-profile |
| DE102005016176.6 | 2005-04-07 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101151423A true CN101151423A (en) | 2008-03-26 |
Family
ID=36153570
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2006800107360A Pending CN101151423A (en) | 2005-04-07 | 2006-02-15 | C-shaped profile and partition comprising a C-shaped profile |
Country Status (12)
| Country | Link |
|---|---|
| US (1) | US20090038255A1 (en) |
| EP (1) | EP1866492B1 (en) |
| CN (1) | CN101151423A (en) |
| AU (1) | AU2006230983B2 (en) |
| DE (1) | DE102005016176A1 (en) |
| ES (1) | ES2692201T3 (en) |
| NO (1) | NO20075672L (en) |
| PL (1) | PL1866492T3 (en) |
| PT (1) | PT1866492T (en) |
| RU (1) | RU2317378C2 (en) |
| TR (1) | TR201814732T4 (en) |
| WO (1) | WO2006105825A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108699840A (en) * | 2016-02-08 | 2018-10-23 | 尼提优股份公司 | Sandwich structure element with the unlimited cored structure by being formed by the tetrahedron of intensive dress plug |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DK176685B1 (en) * | 2007-04-23 | 2009-02-23 | Lindab Ab | wall framing |
| EP2356056B1 (en) * | 2008-12-18 | 2012-10-10 | Thoma Aufzüge GmbH | Shaft frame for a lift system |
| US8646239B2 (en) | 2010-08-04 | 2014-02-11 | John David Rulon | Modular building block building system |
| DE102013106880A1 (en) | 2013-07-01 | 2015-01-08 | Saint-Gobain Rigips Gmbh | Drywall system for creating partitions, suspended ceilings or the like., Carrier profile for this and use of this drywall system |
| RU2754687C2 (en) * | 2016-06-30 | 2021-09-06 | Кнауф Гипс Кг | Plasterboard construction system with spring rail |
| CN110832150A (en) | 2017-05-24 | 2020-02-21 | 圣戈班石膏板公司 | Corrugated structural element |
| CA3177493A1 (en) | 2020-05-22 | 2021-11-25 | Knauf Gips Kg | Dry-construction stud and dry-construction wall with a dry-construction stud |
| USD1021151S1 (en) | 2021-04-26 | 2024-04-02 | Jaimes Industries, Inc. | Framing member |
Family Cites Families (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3243930A (en) * | 1962-05-29 | 1966-04-05 | Nat Gypsum Co | Corrugated sheet metal structural members |
| DE3315694A1 (en) * | 1983-04-29 | 1984-11-08 | Theodor Wuppermann Gmbh, 5090 Leverkusen | Grease for a sloping roof skin |
| NZ210863A (en) * | 1985-01-17 | 1988-03-30 | Onteam Ltd | Wall frame: interconnected metal studs and plates |
| US5203132A (en) * | 1991-09-17 | 1993-04-20 | Smolik Robert A | Wall assembly |
| US5285615A (en) * | 1992-10-26 | 1994-02-15 | Angeles Metal Systems | Thermal metallic building stud |
| US5592796A (en) * | 1994-12-09 | 1997-01-14 | Landers; Leroy A. | Thermally-improved metallic framing assembly |
| WO1997036068A1 (en) * | 1996-03-22 | 1997-10-02 | John Allan Trenerry | Elongate structural member |
| US6250042B1 (en) * | 1996-06-17 | 2001-06-26 | University Of Central Florida | Additional metal and wood composite framing members for residential and light commercial construction |
| FR2786513B1 (en) * | 1998-11-27 | 2001-02-16 | Knauf | THIN SIDING WALL WITH IMPROVED ACOUSTIC PROPERTIES |
| DE10013991C1 (en) * | 2000-01-14 | 2001-04-05 | Richter System Gmbh & Co Kg | C-profile for dividing walls has parallel beadings at the side flanges against the wall sections and a profile base which is smooth or beaded to give a membrane effect to prevent noise transmission |
| DE10215097A1 (en) * | 2002-04-05 | 2003-10-30 | Knauf Westdeutsche Gips | Elastified dividing wall construction has fastening sections which with base section each include obtuse angle of more than 90 degrees so that by fastening sections in panelled state an elastic spring unit is defined |
| US20060096200A1 (en) * | 2004-11-05 | 2006-05-11 | Daudet Larry R | Building construction components |
| US7594331B2 (en) * | 2005-11-05 | 2009-09-29 | Wiltin Pty. Ltd. | Method of production of joining profiles for structural members |
| USD618365S1 (en) * | 2009-06-18 | 2010-06-22 | James Crane | Reinforced steel stud |
-
2005
- 2005-04-07 DE DE102005016176A patent/DE102005016176A1/en not_active Ceased
- 2005-08-02 RU RU2005124564/03A patent/RU2317378C2/en not_active IP Right Cessation
-
2006
- 2006-02-15 US US11/887,799 patent/US20090038255A1/en not_active Abandoned
- 2006-02-15 TR TR2018/14732T patent/TR201814732T4/en unknown
- 2006-02-15 EP EP06706955.9A patent/EP1866492B1/en active Active
- 2006-02-15 WO PCT/EP2006/001351 patent/WO2006105825A1/en active Application Filing
- 2006-02-15 ES ES06706955.9T patent/ES2692201T3/en active Active
- 2006-02-15 PT PT06706955T patent/PT1866492T/en unknown
- 2006-02-15 AU AU2006230983A patent/AU2006230983B2/en not_active Ceased
- 2006-02-15 CN CNA2006800107360A patent/CN101151423A/en active Pending
- 2006-02-15 PL PL06706955T patent/PL1866492T3/en unknown
-
2007
- 2007-11-06 NO NO20075672A patent/NO20075672L/en not_active Application Discontinuation
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108699840A (en) * | 2016-02-08 | 2018-10-23 | 尼提优股份公司 | Sandwich structure element with the unlimited cored structure by being formed by the tetrahedron of intensive dress plug |
Also Published As
| Publication number | Publication date |
|---|---|
| AU2006230983B2 (en) | 2011-05-12 |
| EP1866492A1 (en) | 2007-12-19 |
| RU2317378C2 (en) | 2008-02-20 |
| RU2005124564A (en) | 2007-02-10 |
| PL1866492T3 (en) | 2018-12-31 |
| NO20075672L (en) | 2007-11-06 |
| WO2006105825A1 (en) | 2006-10-12 |
| PT1866492T (en) | 2018-11-08 |
| TR201814732T4 (en) | 2018-11-21 |
| EP1866492B1 (en) | 2018-07-25 |
| AU2006230983A1 (en) | 2006-10-12 |
| ES2692201T3 (en) | 2018-11-30 |
| DE102005016176A1 (en) | 2006-10-12 |
| US20090038255A1 (en) | 2009-02-12 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20080326 |