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1. 发明授权

US09657494B2 Method for producing a tower construction from reinforced concrete 有权
公开(公告)号：US09657494B2
公开(公告)日：2017-05-23
申请号：US14438662
申请日：2013-10-28
申请人： TECHNISCHE UNIVERSITÄT WIEN
发明人： Johann Kollegger , Maria Charlotte Schönweger
IPC分类号： E04H12/00 , E04H12/34 , F03D11/04 , E04B1/16 , E04H12/12 , F03D13/20
CPC分类号： E04H12/341 , E04B1/166 , E04B1/167 , E04H12/12 , E04H12/342 , F03D13/20 , Y02E10/728
摘要： The invention relates to a method for producing a tower construction (1) from reinforced concrete. A tower has at least one cavity (35) that extends in the longitudinal direction within the tower. Double-wall elements (2) are arranged along a periphery of the tower, each comprising an external plate (3) as well as an internal plate (4) in vertical or inclined position, forming vertical external joints (5) as well as vertical internal joints (6) between the external plates (3) and the internal plates (4). A reinforcement (9) is installed in the area of the vertical external joints (5) in-between the external plates (3) as well as the vertical internal joints (6) in-between the internal plates (4). The vertical external joints (5) and the vertical internal joints (6) in-between the double-wall elements (2) are closed and the double-wall elements (2) are filled with concrete (23).

2. 发明申请

US20160108587A1 ROADWAY JOINT DEVICE 有权
标题翻译：道路连接装置
公开(公告)号：US20160108587A1
公开(公告)日：2016-04-21
申请号：US14768455
申请日：2014-02-10
申请人： TECHNISCHE UNIVERSITÄT WIEN
发明人： Johann Kollegger , Bernhard Eichwalder
IPC分类号： E01D19/06 , E01C11/02
CPC分类号： E01D19/06 , E01C11/02 , E01D19/062 , E01D19/067
摘要： A roadway joint device for providing a drivable joint section between a road and an adjoining structure, particularly a bridge structure. includes at least one joint element placed on a sliding surface adjacent to the bridge structure. A longitudinal axis of the at least one joint element is arranged substantially parallel to a plane of the roadway and a bridge end section of the bridge structure. Between the at least one joint element and the adjoining bridge end section and/or an adjoining retaining device arranged at a distance to the bridge end section, respective joint gaps with a specified gap width are arranged. The at least one joint element is attached to at least one rod, the rod being arranged substantially in the direction of the longitudinal axis of the bridge structure, anchored at one rod end in the bridge structure an other rod end thereof in the retaining device.
摘要翻译：一种道路接头装置，用于在道路和相邻结构之间提供可驱动的接合部分，特别是桥梁结构。包括放置在与桥结构相邻的滑动表面上的至少一个关节元件。所述至少一个关节元件的纵向轴线基本上平行于所述道路的平面和所述桥梁结构的桥端部分。在至少一个关节元件和邻接的桥端部分之间和/或与桥端部分一定距离设置的相邻的保持装置之间布置具有特定间隙宽度的各自的接合间隙。所述至少一个关节元件附接到至少一个杆，所述杆基本上被布置在所述桥结构的纵向轴线的方向上，所述杆结构的一个杆端锚定在所述桥结构中，所述保持装置中的另一个杆端。

3. 发明授权

US11867060B2 Reinforced concrete tubbing segment 有权
公开(公告)号：US11867060B2
公开(公告)日：2024-01-09
申请号：US17428342
申请日：2020-02-04
申请人： TECHNISCHE UNIVERSITÄT WIEN
发明人： Johann Kollegger , Clemens Proksch-Weilguni , Hannes Wolfger
IPC分类号： E21D11/08
CPC分类号： E21D11/08
摘要： The invention relates to a tunnel lining segment of reinforced concrete, wherein the tunnel lining segment has a load transfer area for a longitudinal joint, with at least one steel bar with an end face being installed in the tunnel lining segment, the steel bar being arranged in the tunnel lining segment in such a way that a tangent to a centroidal axis of the steel bar encloses an angle of between 0° and 45° in the end face with a normal to the load transfer area, and wherein the end face is arranged at a distance (a) from the load transfer area which is between 0 mm and 50 mm, preferably between 0 mm and 10 mm.

4. 发明授权

US11136733B2 Method for producing an integral bridge, and integral bridge 有权
公开(公告)号：US11136733B2
公开(公告)日：2021-10-05
申请号：US16641575
申请日：2018-07-26
申请人： TECHNISCHE UNIVERSITÄT WIEN
发明人： Johann Kollegger , Georg Gassner
IPC分类号： E01D19/00 , E01D19/14 , E01D4/00 , E01D19/04 , E01D21/00
摘要： A first arch and second arch are produced in respective first and second structural portions. Each arch has a tie rod interconnecting the foot points of the arch, where a foot point of the arch is displaceably mounted. Each tie rod is tensioned so that horizontal forces caused by the weight of the arches at the foot points of the corresponding arch, are taken up by the tie rods. A first end point of the tie rod of the first arch is connected in a force-fitting manner to the first abutment, and a second end point of the tie rod of a last arch is connected in a force-fitting manner to the second abutment. The remaining adjoining end points of the tie rods are connected to one another in a force-fitting manner, and corresponding foot points of the arches are connected in a force-fitting manner to the abutments and pillar.

5. 发明授权

US09957676B2 Roadway joint device 有权
公开(公告)号：US09957676B2
公开(公告)日：2018-05-01
申请号：US14768455
申请日：2014-02-10
申请人： TECHNISCHE UNIVERSITÄT WIEN
发明人： Johann Kollegger , Bernhard Eichwalder
IPC分类号： E01D19/06 , E01C11/02
CPC分类号： E01D19/06 , E01C11/02 , E01D19/062 , E01D19/067
摘要： A roadway joint device for providing a drivable joint section between a road and an adjoining structure, particularly a bridge structure, includes at least one joint element placed on a sliding surface adjacent to the bridge structure. A longitudinal axis of the joint element is arranged substantially parallel to a plane of the roadway and a bridge end section of the bridge structure. Joint gaps with a specified gap width are arranged between the joint element and the adjoining bridge end section and/or an adjoining retaining device arranged at a distance to the bridge end section. The joint element is attached to at least one rod, the rod being arranged substantially in the direction of the longitudinal axis of the bridge structure, anchored at one rod end in the bridge structure and another rod end thereof in the retaining device.

6. 发明申请

US20150292229A1 METHOD FOR PRODUCING A TOWER CONSTRUCTION FROM REINFORCED CONCRETE 有权
标题翻译：从加固混凝土生产塔式结构的方法
公开(公告)号：US20150292229A1
公开(公告)日：2015-10-15
申请号：US14438662
申请日：2013-10-28
申请人： TECHNISCHE UNIVERSITÄT WIEN
发明人： Johann Kollegger , Maria Charlotte Schönweger
IPC分类号： E04H12/34 , E04H12/12 , E04B1/16
CPC分类号： E04H12/341 , E04B1/166 , E04B1/167 , E04H12/12 , E04H12/342 , F03D13/20 , Y02E10/728
摘要： The invention relates to a method for producing a tower construction (1) from reinforced concrete having at least one cavity (35) that extends in the longitudinal direction within, wherein essentially initially there are arranged along a periphery (12) of the tower construction (1) double-wall elements (2), each comprising an external plate (3) as well as an internal plate (4) in vertical or inclined position, forming vertical external joints (5) as well as vertical internal joints (6) between the external plates (3) and the internal plates (4), wherein the double-wall elements (2) are secured against toppling over in their position arranged next to each other, wherein subsequently there is installed a reinforcement (9) in the area of the vertical external joints (5) in-between the external plates (3) as well as the vertical internal joints (6) in-between the internal plates (4), followed by the vertical external joints (5) and the vertical internal joints (6) in-between the double-wall elements (2) being suitably closed and the double-wall elements (2) being filled using filling concrete (23). This is repeated as often as necessary until a desired overall height of the tower construction (1) is obtained.
摘要翻译：本发明涉及一种用于从钢筋混凝土制造塔架结构（1）的方法，所述钢筋混凝土具有沿纵向方向延伸的至少一个空腔（35），其中基本上最初沿塔架结构的周边（12） 1）双壁元件（2），每个包括一个垂直或倾斜位置的外部板（3）和内部板（4），形成垂直的外部接头（5）以及垂直的内部接头（6）外部板（3）和内部板（4），其中双壁元件（2）被固定以抵抗彼此相邻布置的位置，其中随后在该区域中安装有加强件（9）外部板（3）之间的垂直外部接头（5）以及内部板（4）之间的垂直内部接头（6），其后是垂直外部接头（5）和垂直内部接头关节（6）在双层之间 l元件（2）被适当地关闭，并且使用填充混凝土（23）填充双壁元件（2）。经常需要重复这一点，直到获得塔架结构（1）的期望的整体高度。

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