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1. 发明授权

US08555479B2 Method for clinching thick metal workpieces, use of a clinching tool, and steel structural element produced accordingly 有权
标题翻译：用于紧固厚金属工件的方法，使用夹紧工具以及相应地制造的钢结构元件
公开(公告)号：US08555479B2
公开(公告)日：2013-10-15
申请号：US12539960
申请日：2009-08-12
申请人： Andreas Trojer , David Krampl , Michael Matheisl , Richard Schütz , Thomas Novacek , Markus Israel , Reinhard Mauermann
发明人： Andreas Trojer , David Krampl , Michael Matheisl , Richard Schütz , Thomas Novacek , Markus Israel , Reinhard Mauermann
IPC分类号： B21D39/00 , B21D22/00 , H01R4/06
CPC分类号： B21D39/031 , B66B23/00 , F16B5/045 , Y10T29/49623 , Y10T29/49915 , Y10T29/49924 , Y10T29/49936 , Y10T29/49943 , Y10T29/53709 , Y10T403/49 , Y10T403/4949 , Y10T403/4966 , Y10T403/4991
摘要： A method of producing a load-bearing steel construction connection, wherein a clinch connection (13) connecting a first metal workpiece (6.1, 6.2) with a second metal workpiece (6.3, 6.4) is formed by local deformation by means of a die tool (20) and a counter-tool (30). In that case initially the first metal workpiece (6.1, 6.2) and the second metal workpiece (6.3, 6.4) are placed one on the other on a processing surface of the counter-tool and aligned. The die of the die tool is then advanced and sunk into the two metal workpieces (6.1, 6.2; 6.3, 6.4) placed one on the other until the clinch connection (13) has been formed by plastic deformation. The first metal workpiece (6.1, 6.2) has a first workpiece thickness (t1) and the second metal workpiece (6.3, 6.4) has a second workpiece thickness (t2), which together give a total workpiece thickness (tt) which is thicker than 8 millimeters. The die is designed to be rotationally symmetrical with respect to its rotational axis (24) and has a conically shaped transition region (21, 22) narrowing at an angle (W, W1, W2) in the direction of sinking-in of the die.
摘要翻译：一种制造承重钢结构连接的方法，其中通过模具工具的局部变形形成连接第一金属工件（6.1,6.2）和第二金属工件（6.3,6.4）的铆接连接件（13）（20）和对应工具（30）。在这种情况下，最初将第一金属工件（6.1,6.2）和第二金属工件（6.3,6.4）放置在对置工具的处理表面上并对准。然后将模具的模具推进并沉入两个放置在另一个上的两个金属工件（6.1,6.2,6.3,6.4），直到通过塑性变形形成夹紧连接件（13）。第一金属工件（6.1,6.2）具有第一工件厚度（t1），第二金属工件（6.3,6.4）具有第二工件厚度（t2），这两个工件总厚度（tt）总体厚度（tt）比 8毫米。模具被设计为相对于其旋转轴线（24）旋转对称，并且具有锥形过渡区域（21,22），该过渡区域沿模具的沉入方向以一定角度（W，W1，W2）变窄。

2. 发明申请

US20100018148A1 METHOD FOR CLINCHING THICK METAL WORKPIECES, USE OF A CLINCHING TOOL, AND STEEL STRUCTURAL ELEMENT PRODUCED ACCORDINGLY 有权
标题翻译：用于切割厚度金属工件的方法，使用临时工具和钢结构元件
公开(公告)号：US20100018148A1
公开(公告)日：2010-01-28
申请号：US12539960
申请日：2009-08-12
申请人： Andreas Trojer , David Krampl , Michael Matheisl , Richard Schütz , Thomas Novacek
发明人： Andreas Trojer , David Krampl , Michael Matheisl , Richard Schütz , Thomas Novacek
IPC分类号： E04C3/00 , B21D47/00 , B21D22/00 , E04B1/19
CPC分类号： B21D39/031 , B66B23/00 , F16B5/045 , Y10T29/49623 , Y10T29/49915 , Y10T29/49924 , Y10T29/49936 , Y10T29/49943 , Y10T29/53709 , Y10T403/49 , Y10T403/4949 , Y10T403/4966 , Y10T403/4991
摘要： Method of producing a load-bearing steel construction connection, wherein a clinch connection (13) connecting a first metal workpiece (6.1, 6.2) with a second metal workpiece (6.3, 6.4) is formed by local deformation by means of a die tool (20) and a counter-tool (30). In that case initially the first metal workpiece (6.1, 6.2) and the second metal workpiece (6.3, 6.4) are placed one on the other on a processing surface of the counter-tool and aligned. The die of the die tool is then advanced and sunk into the two metal workpieces (6.1, 6.2; 6.3, 6.4) placed one on the other until the clinch connection (13) has been formed by plastic deformation. The first metal workpiece (6.1, 6.2) has a first workpiece thickness (t1) and the second metal workpiece (6.3, 6.4) has a second workpiece thickness (t2), which together give a total workpiece thickness (tt) which is thicker than 8 millimetres. The die is designed to be rotationally symmetrical with respect to its rotational axis (24) and has a conically shaped transition region (21, 22) narrowing at an angle (W, W1, W2) in the direction of sinking-in of the die.
摘要翻译：制造承重钢结构连接件的方法，其中通过模具工具的局部变形形成连接第一金属工件（6.1,6.2）与第二金属工件（6.3,6.4）的铆接连接件（13） 20）和相对工具（30）。在这种情况下，最初将第一金属工件（6.1,6.2）和第二金属工件（6.3,6.4）放置在对置工具的处理表面上并对准。然后将模具的模具推进并沉入两个放置在另一个上的两个金属工件（6.1,6.2,6.3,6.4），直到通过塑性变形形成夹紧连接件（13）。第一金属工件（6.1,6.2）具有第一工件厚度（t1），第二金属工件（6.3,6.4）具有第二工件厚度（t2），这两个工件总厚度（tt）总体厚度（tt）比 8毫米。模具被设计为相对于其旋转轴线（24）旋转对称，并且具有锥形过渡区域（21,22），该过渡区域沿模具的沉入方向以一定角度（W，W1，W2）变窄。

3. 发明授权

US08919527B2 Conveying equipment for persons 有权
标题翻译：人员输送设备
公开(公告)号：US08919527B2
公开(公告)日：2014-12-30
申请号：US13241504
申请日：2011-09-23
申请人： Gerd Heinemann , Thomas Novacek , Michael Matheisl , David Krampl
发明人： Gerd Heinemann , Thomas Novacek , Michael Matheisl , David Krampl
IPC分类号： B66B23/00 , B66B23/14
CPC分类号： B66B23/00 , B66B23/14
摘要： Conveying equipment for persons includes sheet metal parts, stiffeners, H-frames and travel tracks, which together with respect to statics, load-bearing capability and stiffness can be used as a framework support construction.
摘要翻译：用于人员的输送设备包括钣金零件，扶强材，H形框架和行驶轨道，它们与静力学，承载能力和刚度一起可以用作框架支撑结构。

4. 发明申请

US20120073934A1 CONVEYING EQUIPMENT FOR PERSONS 有权
标题翻译：输送设备的人员
公开(公告)号：US20120073934A1
公开(公告)日：2012-03-29
申请号：US13241504
申请日：2011-09-23
申请人： Gerd Heinemann , Thomas Novacek , Michael Matheisl , David Krampl
发明人： Gerd Heinemann , Thomas Novacek , Michael Matheisl , David Krampl
IPC分类号： B66B21/02
CPC分类号： B66B23/00 , B66B23/14
摘要： Conveying equipment for persons includes sheet metal parts, stiffeners, H-frames and travel tracks, which together with respect to statics, load-bearing capability and stiffness can be used as a framework support construction.
摘要翻译：用于人员的输送设备包括钣金零件，扶强材，H形框架和行驶轨道，它们与静力学，承载能力和刚度一起可以用作框架支撑结构。

5. 发明申请

US20060254878A1 Escalator or moving walk with ropelike tiedown 有权
标题翻译：自动扶梯或移动步行与ropelike绑
公开(公告)号：US20060254878A1
公开(公告)日：2006-11-16
申请号：US11407316
申请日：2006-04-19
申请人： David Krampl
发明人： David Krampl
IPC分类号： B66B21/00
CPC分类号： B66B23/00
摘要： An escalator or moving walk has a truss that is supported in the area of its extreme ends. In the area between its two extreme ends, the truss has at least one tension element which, at a first end, is connected mechanically to the truss, and at a second end is connected to a fastening point. The tension element is constructed and tensioned such that it exerts a tensile force on the truss that acts at least partly in the direction of the earth's gravitational force.
摘要翻译：自动扶梯或移动步行有一个支撑在其极端区域的桁架。在其两个末端之间的区域中，桁架具有至少一个张紧元件，其在第一端处机械地连接到桁架，并且在第二端连接到紧固点。张力元件被构造和张紧，使得其在至少部分地沿着地球重力方向作用的桁架上施加张力。

6. 发明授权

US07426989B2 Escalator or moving walk with ropelike tiedown 有权
标题翻译：自动扶梯或移动步行与ropelike绑
公开(公告)号：US07426989B2
公开(公告)日：2008-09-23
申请号：US11407316
申请日：2006-04-19
申请人： David Krampl
发明人： David Krampl
IPC分类号： B65G15/00
CPC分类号： B66B23/00
摘要： An escalator or moving walk has a truss that is supported in the area of its extreme ends. In the area between its two extreme ends, the truss has at least one tension element which, at a first end, is connected mechanically to the truss, and at a second end is connected to a fastening point. The tension element is constructed and tensioned such that it exerts a tensile force on the truss that acts at least partly in the direction of the earth's gravitational force.
摘要翻译：自动扶梯或移动步行有一个支撑在其极端区域的桁架。在其两个末端之间的区域中，桁架具有至少一个张紧元件，其在第一端处机械地连接到桁架，并且在第二端连接到紧固点。张力元件被构造和张紧，使得其在至少部分地沿着地球重力方向作用的桁架上施加张力。

7. 发明申请

US20050061607A1 Escalator or moving walkway 有权
公开(公告)号：US20050061607A1
公开(公告)日：2005-03-24
申请号：US10978263
申请日：2004-11-01
申请人： David Krampl
发明人： David Krampl
IPC分类号： B66B23/00 , B66B21/00
CPC分类号： B66B23/00
摘要： For reduction in externally excited oscillations there is provided at an escalator or a moving walkway an oscillation damper which is connected with the escalator or the moving walkway within a self-supporting region, preferably at the point of greatest oscillation displacement. The oscillation damper is preferably a speed-proportional plate damper comprising plates which move relative to one another in viscous oil.

8. 发明授权

US06814215B2 Support construction 有权
标题翻译：支持施工
公开(公告)号：US06814215B2
公开(公告)日：2004-11-09
申请号：US10322921
申请日：2002-12-18
申请人： David Krampl
发明人： David Krampl
IPC分类号： B65G1700
CPC分类号： B66B23/00
摘要： A support construction for an escalator or moving walkway comprises at least one framework element integrally constructed as a flat, non-profiled, cut plate. Multiple framework elements can be assembled into a unitary support construction. By virtue of the simple structure of the support construction. Wherein little welding work is needed, production time for the support construction is substantially reduced over conventional constructions.

9. 发明授权

US06685001B2 Escalator or moving walkway with overhead support 失效
标题翻译：自动扶梯或带架空支架的自动人行道
公开(公告)号：US06685001B2
公开(公告)日：2004-02-03
申请号：US10167107
申请日：2002-06-11
申请人： David Krampl
发明人： David Krampl
IPC分类号： B65C1500
CPC分类号： B66B23/00
摘要： An escalator or moving walkway comprises at least one support structure which is supported between bearings. At least one upstanding support, which may be an arch or column, is provided. The support structure is connected at several points to the arch or the column, preferably by cables or rods. The columns or arches may be provided at each of the two sides of the moving walkway or the escalator and if the columns or arches and converge or run together above the escalator or moving walkway.
摘要翻译：自动扶梯或移动人行道包括支撑在轴承之间的至少一个支撑结构。提供至少一个直立的支撑，可以是拱或柱。支撑结构在几个点处连接到拱或柱，优选地通过电缆或杆连接。柱或拱可以设置在移动人行道或自动扶梯的两侧中的每一侧，并且如果列或拱门在自动扶梯或移动人行道上方汇合或一起运行。

10. 发明授权

US06374981B1 Support construction for long escalators and moving walkways 有权
标题翻译：支持长的自动扶梯和自动人行道
公开(公告)号：US06374981B1
公开(公告)日：2002-04-23
申请号：US09630171
申请日：2000-08-01
申请人： Gero Gschwendtner , David Krampl
发明人： Gero Gschwendtner , David Krampl
IPC分类号： B65G1500
CPC分类号： B66B23/00
摘要： An escalator and moving walkway construction has spaced first and second basic wall supports arranged laterally of a step or plate conveying run. The rigidity of such a support construction is enhanced, in the case of use with large support widths, in that at least one respective supplementary wall support is laterally flange-mounted to each of the basic wall supports of the support construction.
摘要翻译：自动扶梯和移动式走道结构具有间隔的第一和第二基本壁支撑件，其横向设置在台阶或板材输送段。在使用大的支撑宽度的情况下，这种支撑结构的刚性得到增强，因为至少一个相应的辅助壁支撑件横向凸缘地安装到支撑结构的每个基本壁支撑件上。

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