公开(公告)号：US4720882A

公开(公告)日：1988-01-26

申请号：US824062

申请日：1986-01-30

申请人： Pellegrino Gallo

发明人： Pellegrino Gallo

IPC分类号： E01D19/04 ,  E04H9/02 ,  E01D19/08

CPC分类号： E01D19/04 ,  E04H9/021 ,  Y10T403/19

摘要： An antiseismic stop device for girder structures of bridges, viaducts and the like, in which said girder structure is simply resting on the piers, said device comprising separate stop means, one for each girder structure, respectively at a point corresponding to the movable girder and to the fixed girder, said means being placed centrally with respect to the intrados of the girder structure, and providing both means that are integral with the girder structure and means that are integral with the head of the pier, said means being coupled so that they can run through pin means and forming as a whole a member which is capable of absorbing the relative motions between the girder structure and the pier both in the static and the dynamic condition, and of counteracting the seismic shock just at the very moment it first surges up.

摘要翻译： 一种用于桥梁，高架桥等的梁结构的抗震停止装置，其中所述梁结构简单地搁置在码头上，所述装置包括分别的停止装置，每个挡块装置分别在与可移动梁对应的点处，每个梁架结构 所述装置相对于所述梁结构的内部放置在中心处，并且提供与所述梁结构成一体的两个装置和与所述码头的头部成一体的装置，所述装置被联接，使得它们 可以穿过销装置并整体形成能够在静态和动态条件下吸收梁结构和墩之间的相对运动的构件，并且抵抗刚刚在其第一次浪涌的瞬间的地震震动 向上。

公开(公告)号：US06557862B1

公开(公告)日：2003-05-06

申请号：US09330334

申请日：1999-06-11

申请人： Pellegrino Gallo

发明人： Pellegrino Gallo

IPC分类号： A63C1702

CPC分类号： A63C1/28 ,  A63C17/0073 ,  A63C17/062 ,  A63C17/065

摘要： Four wheel in-line skate, having a half-boot type inner footwear portion and an outer rigid portion made up of a first tip front portion and a second rear portion surrounding ankle and heel. Within the first and second portions are housed the inner footwear portion. The first front portion and the second rear portion of the skate are fixedly coupled each other by a flexible coupling of the lamina or spring kind, provided in correspondence of the underlying portion of the same in such a way to allow their movement and the automatic return to an alignment position. The front and rear portions are provided with vertical elements, perpendicularly provided with respect to the plane of the skate, provided at least partially one within the other, and within each one of couples of vertical elements wheels are provided, connected with the same by pins. The respective and characteristic position of the wheels combined with the rotating motion of the front and rear portions are such as to allow a thrust in line with the direction of movement of the skate offering to the skater a new and more favorable technique of skating.

摘要翻译： 四轮直排轮滑鞋，具有半靴型内鞋面部分和由第一末端前部部分和围绕踝部和脚跟的第二后部组成的外部刚性部分。 在第一和第二部分内装有内部鞋类部分。 滑板的第一前部部分和第二后部部分通过薄片或弹簧类型的柔性联接而彼此固定地联接，以与其相同的下部部分相对应地设置，以允许它们的移动和自动返回 到对齐位置。 前部和后部设置有相对于滑冰板的平面垂直设置的垂直元件，其至少部分地设置在另一个内部，并且在垂直元件组的每一对之间设置有轮子，其通过销连接 。 车轮的相应和特征位置与前后部分的旋转运动相结合使得能够使与滑冰者的滑冰运动方向一致的推力成为新的更有利的滑冰技术。

公开(公告)号：US5713162A

公开(公告)日：1998-02-03

申请号：US572758

申请日：1995-12-14

申请人： Pellegrino Gallo ,  Franco Braga

发明人： Pellegrino Gallo ,  Franco Braga

IPC分类号： E01D19/02 ,  E01D19/04 ,  E02D27/34 ,  E04H9/02

CPC分类号： E04H9/023 ,  E01D19/02 ,  E01D19/04 ,  E02D27/34

摘要： An aseismatic system for constructions such as buildings, bridges, tanks and like comprising abutment/decoupling means for the deck structure from the piers or for the building from its foundation as well as return means for resisting any relative displacements between the deck structure and the piers or between the building and its foundation, which is based upon the principle to prevent the bridge or the building to be subjected to the seismic effects caused by the deck structure mass by decoupling the construction on the horizontal plane by means of said multi-directional movable abutment means, with nearly null resistance to sliding movements and by means of a connection between the deck structure and its abutment members based upon a swinging device adapt to exert a predetermined action of constant value.

摘要翻译： 用于诸如建筑物，桥梁，坦克等的建筑物的抗震系统包括用于甲板结构从桥墩或建筑物的基础的抵接/解耦装置，以及用于抵抗甲板结构和墩之间的任何相对位移的返回装置 或者在建筑物和基础之间，其基于防止桥梁或建筑物遭受由甲板结构质量引起的地震效应的原理，通过所述多方向可移动的方式将水平面上的结构解耦 抵靠装置，具有几乎无阻力的滑动运动，并且通过基于摆动装置的甲板结构及其抵接构件之间的连接适应于施加恒定值的预定动作。