| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 81 | Modular elements forming by assembly a set of vertical or horizontal spaces in a single plane or offset planes | US2949 | 1979-01-12 | US4262467A | 1981-04-21 | Gilles Faisant; Gaston Reverdy |
| The invention relates to modular elements assembled either by juxtaposition in a single plane or in offset planes, or by superposition with angular displacement. Each modular element is constructed as a hollow right prism driven in or not at one of its ends and whose perpendicular cross-section is star-shaped with several arms inscribed in a circle or in a regular polygon. The arms form tenons alternating with hollow portions forming mortises thus enabling assembly of the modular elements to one another. Each mortise includes at its base two notches enabling assembly by superposition with angular displacement of two modular elements, a graft formed in the lower position of each lateral end of the tenons avoiding any interference in the course of this assembly. The invention can be used for the construction of flower boxes, bins, clisters or any other cellular units. | ||||||
| 82 | 車両の補剛構造 | JP2016202533 | 2016-10-14 | JP6386507B2 | 2018-09-05 | トーマス・クラウシャー |
| 83 | 締結部構造 | JP2014501119 | 2013-12-17 | JP6308437B2 | 2018-04-11 | 井上 卓也; 山口 晃司; 松岡 英夫; 中越 宏明 |
| 84 | 車両の補剛構造 | JP2016202533 | 2016-10-14 | JP2017024719A | 2017-02-02 | トーマス・クラウシャー |
| 【課題】構造部材(2)と、前記構造部材(2)の空洞(3)内に配置された補剛部(4)とを有する補剛構造(1)を与える。 【解決手段】前記補剛部(4)は、支持部(5)と結合手段(6)とを有しており、前記支持部(5)は前記空洞(3)内に配置されているので、前記支持部(5)と前記構造部材(2)との間の距離が、前記構造部材(2)への外部からの力の作用(8)の下で変形する可能性が比較的高い前記構造部材(2)の箇所(7)において、外部からの力の作用(8)の下で変形する可能性が比較的低い前記構造部材(2)の箇所(9)に対して、より小さくなる。 【選択図】図1 |
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| 85 | 車両の補剛構造 | JP2014156769 | 2014-07-31 | JP2014218246A | 2014-11-20 | THOMAS KRAUSHAAR |
| 【課題】構造部材(2)と、前記構造部材(2)の空洞(3)内に配置された補剛部(4)とを有する補剛構造(1)を与える。【解決手段】前記補剛部(4)は、支持部(5)と結合手段(6)とを有しており、前記支持部(5)は前記空洞(3)内に配置されているので、前記支持部(5)と前記構造部材(2)との間の距離が、前記構造部材(2)への外部からの力の作用(8)の下で変形する可能性が比較的高い前記構造部材(2)の箇所(7)において、外部からの力の作用(8)の下で変形する可能性が比較的低い前記構造部材(2)の箇所(9)に対して、より小さくなる。【選択図】図1 | ||||||
| 86 | Stiffening the structure of the vehicle | JP2011527329 | 2009-09-18 | JP5592376B2 | 2014-09-17 | トーマス・クラウシャー |
| 87 | Stiffening the structure of the vehicle | JP2011527329 | 2009-09-18 | JP2012502841A | 2012-02-02 | トーマス・クラウシャー |
| 構造部材（２）と、前記構造部材（２）の空洞（３）内に配置された補剛部（４）とを有する補剛構造（１）において、前記補剛部（４）は、支持部（５）と結合手段（６）とを有しており、前記支持部（５）は前記空洞（３）内に配置されているので、前記支持部（５）と前記構造部材（２）との間の距離が、前記構造部材（２）への外部からの力の作用（８）の下で変形する可能性が比較的高い前記構造部材（２）の箇所（７）において、外部からの力の作用（８）の下で変形する可能性が比較的低い前記構造部材（２）の箇所（９）に対して、より小さくなる。 | ||||||
| 88 | LEICHTBAUSTRUKTUR | EP12006858.0 | 2012-10-02 | EP2716830B1 | 2018-08-15 | Thallemer, Axel; Danzer, Martin; Grabner, Martin |
| 89 | FASTENING SECTION STRUCTURE | EP13866033 | 2013-12-17 | EP2937576A4 | 2016-03-02 | INOUE TAKUYA; YAMAGUCHI KOJI; MATSUOKA HIDEO; NAKAGOE HIROAKI |
| A fastening section structure having a plurality of concentric circle-shaped rib walls (16, 17, 18) around a fastening section (14) of a member (11) having the fastening section (14). The fastening section structure has a bearing strength in at least the second-layer rib wall (17) that is lower than the bearing strength in the innermost-layer rib wall (16) closest to a fastening member (15). Both reinforcement of the fastening section (14) and smooth energy absorption of an external load as a result of progressive failure can be achieved by: giving a specific relationship between the bearing strengths of the concentric circle-shaped rib walls (16, 17); enhancing the strength and rigidity of the fastening section (14); and enabling progressive failure to start from a site furthest away from the fastening section (14). | ||||||
| 90 | VERSTÄRKTE STRUKTUR EINES FAHRZEUGS | EP09814121.1 | 2009-09-18 | EP2337728B1 | 2013-09-04 | KRAUSHAAR, Thomas |
| 91 | VERSTÄRKTE STRUKTUR EINES FAHRZEUGS | EP09814121.1 | 2009-09-18 | EP2337728A1 | 2011-06-29 | KRAUSHAAR, Thomas |
| In a reinforced structure comprising a structural component (2) and a reinforcing part (4) disposed in a cavity (3) of the structural component (2), wherein the reinforcing part comprises a support part (5) and a connection means (6), the support part (5) is disposed in the cavity (3) such that the distance between the support part (5) and the structural component (2) is smaller at points of the structural component (2) that have a higher (7) probability of deforming under a force load (8) from the outside onto the structural component (2) than at points of the structural component (2) with a lower (9) probability of deforming under a force load (8) from the outside. | ||||||
| 92 | Verstärkte Struktur eines Fahrzeugs | EP08164690.3 | 2008-09-19 | EP2165919A1 | 2010-03-24 | Kraushaar, Thomas |
Bei einer verstärkten Struktur umfassend ein strukturelles Bauteil (2) sowie ein im Hohlraum (3) des strukturellen Bauteils (2) angeordnetes Verstärkungsteil (4), wobei dieses Verstärkungsteil ein Trägerteil (5) und ein Verbindungsmittel (6) umfasst, ist das Trägerteil (5) so im Hohlraum (3) angeordnet ist, dass der Abstand zwischen Trägerteil (5) und strukturellem Bauteil (2) an Stellen des strukturellen Bauteils (2) mit höherer (7) Verformungswahrscheinlichkeit bei Krafteinwirkung (8) von aussen auf das strukturelle Bauteil (2) kleiner ist gegenüber Stellen des strukturellen Bauteil (2) mit tieferer (9) Verformungswahrscheinlichkeit bei Krafteinwirkung (8) von aussen.
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| 93 | Montageelement | EP91110338.0 | 1991-06-22 | EP0469284B1 | 1995-01-25 | Ludwig, Peter; Berger, Johannes |
| 94 | Montageelement | EP91110338.0 | 1991-06-22 | EP0469284A3 | 1992-09-02 | Ludwig, Peter; Berger, Johannes |
Es wird ein Montageelement mit mindestens einem an mindestens einer Fügefläche vorgesehenen Zentriermittel vorgeschlagen, bei dem das Zentriermittel ein aus der Fügefläche (10) herausragender Vorsprung (11) mit einer Sollbruchstelle (12) ist, wobei die Sollbruchstelle (12) in oder unterhalb der Ebene der Fügefläche (10) liegt. |
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| 95 | 모터 비히클의 강화 구조물 | KR1020117008132 | 2009-09-18 | KR101651655B1 | 2016-08-26 | 크라우샤르,토마스 |
| 구조부재(2) 및구조부재(2)의캐비티(3)내에배치되는보강부(4)를포함하는강화구조물에있어서, 상기보강부는지지부(5) 및결합수단(6)을포함하고, 상기지지부(5)는, 상기지지부(5)와구조부재(2) 간의간격이구조부재(2)에서외부로부터힘의작용(8) 하에서변형하는가능성이높은구조부재(2)의위치(7)에있어서, 외부로부터힘의작용(8) 하에변형하는가능성이작은구조부재(2)의위치(9)에대하여, 보다작아지도록, 상기캐비티(3) 내에배치된다. | ||||||
| 96 | 장착 요소 | KR1020007004143 | 1999-07-31 | KR1020010031200A | 2001-04-16 | 벤즈알브렉트; 왈터조에르그; 부엔닝토르스텐; 란펠트프랑크; 클엠드올라프 |
| 본발명은부품들, 특히성형된로드를고정하기위한장착요소(12, 12a, 12b)와이 장착요소(12, 12a, 12b)를커버하기위한커버(14, 14a, 14b)에관한것이다. 홈(31, 39)은상기장착요소(12, 12a, 12b) 및/또는커버(14, 14a, 14b)의측면세그먼트(22, 36)에형성되어있으므로, 취급의용이성을개선시키거나및/또는상기장착요소(12, 12a, 12b) 및/또는커버(14, 14a, 14b)의정렬을단순화시킬수 있다. | ||||||
| 97 | 모터 비히클의 강화 구조물 | KR1020117008132 | 2009-09-18 | KR1020110071080A | 2011-06-28 | 크라우샤르,토마스 |
| 구조재(2) 및 구조재(2)의 캐비티(3)에 배치되는 보강부(4)를 포함하는 강화 구조물에 있어서, 상기 보강부는 지지부(5) 및 결합수단(6)을 포함하고, 구조재(2)에 가해지는 외부 하중(8) 하에서의 변형확률이 높은 구조재(2)의 위치에 있는 지지부(5)와 구조재(2) 간의 간격이 구조재(2)에 가해지는 외부 하중(8) 하에서의 변형확률이 낮은(9) 구조재(2)의 위치에서보다 좁은 방식으로, 상기 지지부(5)가 캐비티(3) 내에 배치된다.
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| 98 | 구조프레임 | KR1019960703764 | 1995-10-20 | KR100404375B1 | 2004-04-13 | 찰스알.오웬스 |
| A load bearing structure having a set of uniform voids functions to resolve the forces imposed by developing compression in the material having the voids and minimizing the amount of tension developed in the material. For the voids to have this function, they must be deployed in a particular fashion. The voids are deployed to encompass a particular set of points. The set of points are such that each point in the matrix is spaced an equal distance from twelve and only twelve adjacent points of the matrix. The distance between the points does not matter as long as all are uniformly distanced in accordance with that rule. If the structure is considered to be composed of a closely packed set of hypothetical rhombic dodecahedra (RD) and the four edge vertices of each of those hypothetical RDs is truncated, the result will be a set of cubic voids. The center of each of those cubic voids will define the matrix referred to above and the cubic voids will serve to provide the optimum resolution of stress which minimizes the development of tension in the material. One in four of the hypothetical or mathematical RDs can be eliminated achieving the same force resolution result in a structure that contains less material. The shape and size, but not the position, of the voids can be varied with only slight loss in optimum stress resolution. Some voids can be omitted with only slight loss of optimum stress resolution. | ||||||
| 99 | FASTENING SECTION STRUCTURE | EP13866033.7 | 2013-12-17 | EP2937576B1 | 2018-05-02 | INOUE Takuya; YAMAGUCHI Koji; MATSUOKA Hideo; NAKAGOE Hiroaki |
| A fastening section structure having a plurality of concentric circle-shaped rib walls (16, 17, 18) around a fastening section (14) of a member (11) having the fastening section (14). The fastening section structure has a bearing strength in at least the second-layer rib wall (17) that is lower than the bearing strength in the innermost-layer rib wall (16) closest to a fastening member (15). Both reinforcement of the fastening section (14) and smooth energy absorption of an external load as a result of progressive failure can be achieved by: giving a specific relationship between the bearing strengths of the concentric circle-shaped rib walls (16, 17); enhancing the strength and rigidity of the fastening section (14); and enabling progressive failure to start from a site furthest away from the fastening section (14). | ||||||
| 100 | FASTENING SECTION STRUCTURE | EP13866033.7 | 2013-12-17 | EP2937576A1 | 2015-10-28 | INOUE Takuya; YAMAGUCHI Koji; MATSUOKA Hideo; NAKAGOE Hiroaki |
A fastening section structure having a plurality of concentric circle-shaped rib walls (16, 17, 18) around a fastening section (14) of a member (11) having the fastening section (14). The fastening section structure has a bearing strength in at least the second-layer rib wall (17) that is lower than the bearing strength in the innermost-layer rib wall (16) closest to a fastening member (15). Both reinforcement of the fastening section (14) and smooth energy absorption of an external load as a result of progressive failure can be achieved by: giving a specific relationship between the bearing strengths of the concentric circle-shaped rib walls (16, 17); enhancing the strength and rigidity of the fastening section (14); and enabling progressive failure to start from a site furthest away from the fastening section (14). |
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