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1. 发明专利

JP2012159193A Anchor bolt for concrete and method of installing to the base material, and impact wrench 审中-公开
标题翻译：混凝土锚栓和安装在基材上的方法和冲击扳手
公开(公告)号：JP2012159193A
公开(公告)日：2012-08-23
申请号：JP2012016610
申请日：2012-01-30
申请人： Hilti Ag , ヒルティアクチエンゲゼルシャフト
发明人： ROSENKRANZ FALK , KOENIG CHRISTIAN , SANDER BERNHARD
IPC分类号： F16B13/04 , B25B21/02 , B25B29/00
CPC分类号： F16B25/0026 , B25B31/00 , F16B13/0858 , F16B13/126 , Y10T29/49835
摘要： PROBLEM TO BE SOLVED: To provide an anchor bolt, an installation method thereof, and an impact wrench used in installing the anchor bolt.SOLUTION: The anchor bolt includes: at least a slit (18) formed in a thread part (14) thereof; and an extension piece (22) attached thereto and configured to extend the slit (18) during installation.
摘要翻译：要解决的问题：提供一种锚栓，其安装方法和用于安装锚栓的冲击扳手。解决方案：锚栓包括：形成在其螺纹部分（14）中的至少一个狭缝（18）; 和延伸件（22），其构造成在安装期间延伸所述狭缝（18）。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2006153277A Unfolding anchor 审中-公开
标题翻译： UNFOLDING ANCHOR
公开(公告)号：JP2006153277A
公开(公告)日：2006-06-15
申请号：JP2005343609
申请日：2005-11-29
申请人： Hilti Ag , ヒルティアクチエンゲゼルシャフト
发明人： KUNZ JAKOB , ROSENKRANZ FALK , GFELLER BALZ , PICHELIN FREDERIC , LEHMANN MARIO , GRAF RENE
IPC分类号： F16B13/14 , F16B13/10 , F16B35/04
CPC分类号： F16B13/065 , F16B33/008
摘要： PROBLEM TO BE SOLVED: To provide an anchor element easily applicable for allowing the bearing of a load right after driving operation and sufficiently and uniformly supporting the load all over the length of a drill hole.
SOLUTION: The anchor element 11 comprises an anchor part 12, a sleeve part 13, and an unfolding part 18 for unfolding the sleeve part 13. The sleeve part 13 is formed of a thermoplastic material integrated with the anchor part 12, preferably of a fiber reinforced polyamide molding.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种锚固元件，其容易适用于允许在驱动操作之后的负载的轴承，并且在钻孔的整个长度上充分均匀地支撑负载。解决方案：锚固元件11包括锚定部分12，套筒部分13和用于展开套筒部分13的展开部分18.套筒部分13由与锚定部件12一体化的热塑性材料形成，优选地的纤维增强聚酰胺成型体。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2009270714A Fixing device 审中-公开
标题翻译：固定装置
公开(公告)号：JP2009270714A
公开(公告)日：2009-11-19
申请号：JP2009111409
申请日：2009-04-30
申请人： Hilti Ag , ヒルティアクチエンゲゼルシャフト
发明人： ROSENKRANZ FALK , BASCHE HOLGER , SANDER BERNHARD , SCHAEFFER MARC
IPC分类号： F16B5/02 , F16B43/00
CPC分类号： F16B43/009 , F16B5/025
摘要： PROBLEM TO BE SOLVED: To propose a fixing device for fixing an additional structure part to a foundation structure part, capable of being easily assembled and uniformly transferring the lateral force from the additional structure part to a fixing element.
SOLUTION: The fixing device for fixing an additional structure part (6) to a foundation structure part (7) is equipped with the fixing element (12) and the lateral force transfer element (21; 31; 41; 51; 61). The addition structure part has a guide opening (8) for the fixing element and the shaft (14) of the fixing element extends along the longitudinal axial line (13), and includes the maintaining division (15) which projects radially at the first end and the engagement division (16) to be engaged with the foundation structure part at the second end as the starting point of opposite side. The lateral force transfer element is arranged to the fixing element in the guide opening of the addition structure part between the maintaining division and the engagement division. The lateral force transfer element is reduced to an shorter axial length (L) than an initial axial length (H) by the maintaining division of the fixing element.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提出一种用于将附加结构部件固定到基础结构部件的固定装置，能够容易地组装并均匀地将侧向力从附加结构部件传递到固定元件。解决方案：用于将附加结构部分（6）固定到基础结构部分（7）上的固定装置装备有固定元件（12）和横向力传递元件（21; 31; 41; 51; 61 ）。添加结构部分具有用于固定元件的引导开口（8），并且固定元件的轴（14）沿着纵向轴线（13）延伸，并且包括在第一端处径向突出的保持分割部（15）并且所述接合部（16）在所述第二端处与所述基础结构部件接合作为相对侧的起点。侧向力传递元件在维持部分和接合部分之间被布置到附加结构部分的引导开口中的固定元件。通过维持固定元件的分割，横向力传递元件被减小到比初始轴向长度（H）更短的轴向长度（L）。版权所有（C）2010，JPO＆INPIT

4. 发明专利

JP2008025842A Fixing element 审中-公开
标题翻译：固定元件
公开(公告)号：JP2008025842A
公开(公告)日：2008-02-07
申请号：JP2007190055
申请日：2007-07-20
申请人： Hilti Ag , ヒルティアクチエンゲゼルシャフト
发明人： ROSENKRANZ FALK
IPC分类号： F16B25/00 , F16B33/06
CPC分类号： F16B25/0026 , F16B33/004 , F16B33/06 , F16B39/225 , Y10S411/914
摘要： PROBLEM TO BE SOLVED: To provide a tapping fixing element for an inorganic foundation structure, simply driven, having high load support capability immediately after screwing in, bearing higher load as compared with the conventional tapping fixing element, and removable. SOLUTION: In this fixing element for the inorganic foundation structure having a shaft 12 provided with a rotary holding means 17, the shaft 12 at least partially has a screw part 14 for tapping. Further in the fixing element at least partially coated with a film 21. The film 21 is polar thermoplastic resin. Preferably the thermoplastic resin is ethylene-vinyl acetate or thermoplastic polyurethane. Further preferably, the melting point of the thermoplastic resin is 50-150°C, and most preferably 50-100°C. Preferably the strength of the thermoplastic resin is 2-15 N/mm 2 at room temperature, and most preferably 2-10 N/mm 2 . COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种无机基础结构的轻敲固定元件，简单地驱动，在紧固后立即具有高承载能力，承受比现有的攻丝固定元件更高的载荷，并且可移除。解决方案：在具有设置有旋转保持装置17的轴12的无机基础结构用固定元件中，轴12至少部分地具有用于攻丝的螺钉部分14。此外，在至少部分地涂覆有膜21的固定元件中。膜21是极性热塑性树脂。优选地，热塑性树脂是乙烯 - 乙酸乙烯酯或热塑性聚氨酯。进一步优选地，热塑性树脂的熔点为50-150℃，最优选为50-100℃。优选地，热塑性树脂的强度在室温下为2-15N / mm 2 / SP，最优选为2-10N / mm 2 / SP。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2010223432A METHOD FOR ANCHORING FIXING ELEMENT TO MINERAL STRUCTURE AND FIXING ELEMENT STRUCTURE FOR MINERAL STRUCTURE 审中-公开
公开(公告)号：JP2010223432A
公开(公告)日：2010-10-07
申请号：JP2010065274
申请日：2010-03-19
申请人： HILTI AG
发明人： BIANCHI PIETRO , SANDER BERNHARD , ROSENKRANZ FALK , PETER GUSTAV , OBERNDOFER GEORG , BERNHARD WINKLER
IPC分类号： F16B25/04 , E04B1/41
摘要： PROBLEM TO BE SOLVED: To provide a tap fixing element for a mineral structure, and a method for anchoring this. SOLUTION: In the method for anchoring, a structure 1 is formed with a hole 2 by a boring device, and then, the fixing element 11 is screwed into the formed hole 2. The fixing element 11 includes a rotation gripping means 16 for a driving tool, a shaft 12 having a valley diameter K and equipped with at least one cutting blade 21 at a first end area, and a tap screw where difference between the outer diameter A and the valley diameter K of the shaft 12 is 0.05-0.7 times as large as a pitch P. The boring device 101 has a boring-device-nominal-diameter of 0.95-1.10 times as large as the valley diameter K of the shaft 12. COPYRIGHT: (C)2011,JPO&INPIT

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