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1. 发明申请

US20100015388A1 GLIDING BED FOR CONCRETE SLABS, PROCESS FOR THE PRODUCTION OF A CONCRETE SLAB AND STRUCTURE WITH A GLIDING BED 有权
标题翻译：用于混凝土板的玻璃钢板，用玻璃钢板生产混凝土板和结构的工艺
公开(公告)号：US20100015388A1
公开(公告)日：2010-01-21
申请号：US12520382
申请日：2007-12-20
申请人： Johann Kollegger , Anton Schweighofer
发明人： Johann Kollegger , Anton Schweighofer
IPC分类号： B32B3/10 , E01C7/14 , E01C11/06 , E01C7/00
CPC分类号： E01C7/145 , Y10T428/24025
摘要： A gliding bed for a concrete slab comprises a first film and a second film wherein the first film can be brought into contact with a foundation of the concrete bottom slab and the second film can be brought into contact with a bottom side of the concrete slab by pouring concrete onto the second film and which films are tightly connected to each other at edges. In order to minimize friction between the concrete slab and the foundation, at least one gas- and liquid-permeable layer formed from a fleece and/or a textile fabric, a woven fabric or a knitted fabric is provided between the films.
摘要翻译：用于混凝土板的滑动床包括第一膜和第二膜，其中第一膜可以与混凝土底板的基部接触，并且第二膜可以通过以下方式与混凝土板的底侧接触：将混凝土浇注到第二膜上，哪些膜在边缘彼此紧密连接。为了最小化混凝土板和基础之间的摩擦，在薄膜之间设置至少一个由羊毛和/或纺织织物，机织织物或针织织物形成的气液渗透层。

2. 发明申请

US20090301011A1 REINFORCED CONCRETE CEILING AND PROCESS FOR THE MANUFACTURE THEREOF 审中-公开
标题翻译：加固混凝土天花板及其制造方法
公开(公告)号：US20090301011A1
公开(公告)日：2009-12-10
申请号：US12303097
申请日：2007-05-30
申请人： Johann Kollegger , Stefan L. Burtscher , Andreas Kainz
发明人： Johann Kollegger , Stefan L. Burtscher , Andreas Kainz
IPC分类号： E04C5/08 , E04B1/20 , E04B1/22
CPC分类号： E04B5/28 , E04B5/38
摘要： A reinforced concrete ceiling is characterized by a combination of the following features: a concrete slab (1) the thickness (D) of which falls short of the total thickness of the reinforced concrete ceiling, and intersecting ribs (2) which are each connected with an end region (3) to the concrete slab (1) in a force-transmitting manner and project freely upwards from the concrete slab (1), i.e., without being integrated in a further supporting surface structure, wherein their top end regions (4) are designed to absorb compressive and/or tensile forces and wherein the ribs (2) are connected to each other in a frictional manner at the respective intersection points (9), and their regions lying in each case between the top and bottom end regions (3,4) have at least one aperture (6).
摘要翻译：钢筋混凝土天花板的特征在于具有以下特征的组合：混凝土板（1），其厚度（D）低于钢筋混凝土天花板的总厚度，以及与肋（2）相互连接的相交肋一个端部区域（3）以一种传递力的方式连接到混凝土板坯（1），并从混凝土板（1）上自由地突出，即不集成在另一个支撑表面结构中，其中它们的顶端区域）被设计成吸收压缩力和/或拉力，并且其中肋（2）以摩擦的方式在相应的交点（9）处彼此连接，并且它们的区域位于顶端和底端区域之间（3,4）具有至少一个孔（6）。

3. 发明授权

US09062456B2 Support construction having increased structural dampening 有权
标题翻译：支撑结构增加了结构阻尼
公开(公告)号：US09062456B2
公开(公告)日：2015-06-23
申请号：US13256950
申请日：2010-03-16
申请人： Johann Kollegger , Philipp Egger , Herbert Pardatscher
发明人： Johann Kollegger , Philipp Egger , Herbert Pardatscher
IPC分类号： E04C5/08 , E01D6/02 , E04B1/98 , E04H9/02
CPC分类号： E04B1/985 , E01D6/02 , E04H9/02 , E04H9/028
摘要： In a load-bearing construction (1) having at least one load-bearing element (2), the load-bearing element (2) has at least one cavity (5) in which at least one rod (4) is disposed, the total cross-sectional area of all rods (4) each arranged in a cavity (5) being smaller than the cross-sectional area of this cavity (5), and the remaining volume of the cavity (5) being filled with a material (6). The rod (4) is displaceable along its length relative to the load-bearing element (2) when the load-bearing element (2) is deformed, the rod (4) being non-displaceably fixed at only one point relative to the load-bearing element (2) and being designed such that it dissipates energy upon the occurrence of a relative displacement with respect to the load-bearing element (2).
摘要翻译：在具有至少一个承载元件（2）的承重结构（1）中，承载元件（2）具有至少一个空腔（5），至少一个杆（4）设置在其中，每个布置在空腔（5）中的所有杆（4）的总横截面面积小于该空腔（5）的横截面面积，并且空腔（5）的剩余体积被填充材料 6）。当承载元件（2）变形时，杆（4）可以相对于承载元件（2）沿其长度移位，杆（4）相对于负载仅在一个位置不可移位地固定（2），并且被设计成使得其在相对于承载元件（2）发生相对位移时消散能量。

4. 发明申请

US20090313771A1 TILT-LIFT METHOD FOR ERECTING A BRIDGE 有权
标题翻译：用于桥梁的倾斜提升方法
公开(公告)号：US20090313771A1
公开(公告)日：2009-12-24
申请号：US12438342
申请日：2007-05-21
申请人： Johann Kollegger
发明人： Johann Kollegger
IPC分类号： E01D19/02 , E01D21/08
CPC分类号： E01D21/08 , E01D15/06
摘要： One bridge pier, two bridge girders and two supporting rods are manufactured in an approximately vertical position. The supporting rods are connected to the top of the pier and to the bridge girders. The bridge girders are brought into the horizontal final position by raising the end points of the bridge girders, which end points are located beside the pier. Finally, the end points (9) of the bridge girders are connected to the pier.
摘要翻译：一个桥墩，两个桥梁和两个支撑杆制造在大致垂直的位置。支撑杆连接到码头的顶部和桥梁。通过提高桥墩的终点，将桥桁架置于水平最终位置，该桁架的终点位于码头旁边。最后，桥墩的端点（9）连接到码头。

5. 发明授权

US07996944B2 Tilt-lift method for erecting a bridge 有权
标题翻译：用于搭建桥梁的倾斜提升方法
公开(公告)号：US07996944B2
公开(公告)日：2011-08-16
申请号：US12438342
申请日：2007-05-21
申请人： Johann Kollegger
发明人： Johann Kollegger
IPC分类号： E01D21/00
CPC分类号： E01D21/08 , E01D15/06
摘要： One bridge pier, two bridge girders and two supporting rods are manufactured in an approximately vertical position. The supporting rods are connected to the top of the pier and to the bridge girders. The bridge girders are brought into the horizontal final position by raising the end points of the bridge girders, which end points are located beside the pier. Finally, the end points (9) of the bridge girders are connected to the pier.
摘要翻译：一个桥墩，两个桥梁和两个支撑杆制造在大致垂直的位置。支撑杆连接到码头的顶部和桥梁。通过提高桥墩的终点，将桥桁架置于水平最终位置，该桁架的终点位于码头旁边。最后，桥墩的端点（9）连接到码头。

6. 发明授权

US08297003B2 Gliding bed for concrete slabs, process for the production of a concrete slab and structure with a gliding bed 有权
标题翻译：用于混凝土板的滑动床，用于生产混凝土板的过程和具有滑动床的结构
公开(公告)号：US08297003B2
公开(公告)日：2012-10-30
申请号：US12520382
申请日：2007-12-20
申请人： Johann Kollegger , Anton Schweighofer
发明人： Johann Kollegger , Anton Schweighofer
IPC分类号： E04B1/35
CPC分类号： E01C7/145 , Y10T428/24025
摘要： A gliding bed for a concrete slab comprises a first film and a second film wherein the first film can be brought into contact with a foundation of the concrete bottom slab and the second film can be brought into contact with a bottom side of the concrete slab by pouring concrete onto the second film and which films are tightly connected to each other at edges. In order to minimize friction between the concrete slab and the foundation, at least one gas- and liquid-permeable layer formed from a fleece and/or a textile fabric, a woven fabric or a knitted fabric is provided between the films.
摘要翻译：用于混凝土板的滑动床包括第一膜和第二膜，其中第一膜可以与混凝土底板的基部接触，并且第二膜可以通过以下方式与混凝土板的底侧接触：将混凝土浇注到第二膜上，哪些膜在边缘彼此紧密连接。为了最小化混凝土板和基础之间的摩擦，在薄膜之间设置至少一个由羊毛和/或纺织织物，机织织物或针织物形成的气体和液体可渗透层。

7. 发明申请

US20120047846A1 SUPPORT CONSTRUCTION HAVING INCREASED STRUCTURAL DAMPENING 有权
标题翻译：支持结构增加结构防震
公开(公告)号：US20120047846A1
公开(公告)日：2012-03-01
申请号：US13256950
申请日：2010-03-16
申请人： Johann Kollegger , Philipp Egger , Herbert Pardatscher
发明人： Johann Kollegger , Philipp Egger , Herbert Pardatscher
IPC分类号： E04B1/98
CPC分类号： E04B1/985 , E01D6/02 , E04H9/02 , E04H9/028
摘要： In a load-bearing construction (1) having at least one load-bearing element (2), the load-bearing element (2) has at least one cavity (5) in which at least one rod (4) is disposed, the total cross-sectional area of all rods (4) each arranged in a cavity (5) being smaller than the cross-sectional area of this cavity (5), and the remaining volume of the cavity (5) being filled with a material (6). The rod (4) is displaceable along its length relative to the load-bearing element (2) when the load-bearing element (2) is deformed, the rod (4) being non-displaceably fixed at only one point relative to the load-bearing element (2) and being designed such that it dissipates energy upon the occurrence of a relative displacement with respect to the load-bearing element (2).
摘要翻译：在具有至少一个承载元件（2）的承重结构（1）中，承载元件（2）具有至少一个空腔（5），至少一个杆（4）设置在其中，每个布置在空腔（5）中的所有杆（4）的总横截面面积小于该空腔（5）的横截面面积，并且空腔（5）的剩余体积被填充材料 6）。当承载元件（2）变形时，杆（4）可以相对于承载元件（2）沿其长度移位，杆（4）相对于负载仅在一个位置不可移位地固定（2），并且被设计成使得其在相对于承载元件（2）发生相对位移时消散能量。

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