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1. 发明授权

EP3327200B1 PREFABRICATED BRIDGE GIRDER 失效
公开(公告)号：EP3327200B1
公开(公告)日：2019-05-15
申请号：EP16460090.0
申请日：2016-11-29
申请人： VISTAL GDYNIA S.A. , Europrojekt Gdansk S.A.
发明人： Kosecki, Witold , Lorenc, Wojciech
IPC分类号： E01D2/02 , E04C3/293 , E04C3/294

2. 发明授权

EP1987210B1 HYBRID COMPOSITE BEAM SYSTEM 有权
标题翻译：混杂复合支持系统
公开(公告)号：EP1987210B1
公开(公告)日：2013-03-13
申请号：EP07709965.3
申请日：2007-01-05
申请人： Hillman, John R.
发明人： Hillman, John R.
IPC分类号： E04C3/30 , E01D2/02 , E04C3/29
CPC分类号： E04C3/29 , E01D2/02 , E01D2101/26 , E01D2101/40

3. 发明公开

EP2096220A1 Vorgespanntes Hohlplattenelement 有权
公开(公告)号：EP2096220A1
公开(公告)日：2009-09-02
申请号：EP09002839.0
申请日：2009-02-27
申请人： Friedrich, Thomas
发明人： Friedrich, Thomas
IPC分类号： E04B2/02 , E04B5/23 , E04B5/43 , E04C2/06 , E01D2/02 , E04C5/08
CPC分类号： E01D2/00 , E01D2101/28 , E04B5/02 , E04B5/43 , E04C5/08
摘要： Die Erfindung offenbart Verfahren zur Herstellung eines Hohlplattenelementes und ein nach dem Verfahren hergestelltes Hohlplattenelement, welches zwischen einer oberen und unteren angeordneten Platte einen Hohlraum ausbildet, der mit Gurtstreifen aus Beton ausgegossen ist, welche in ihrem inneren Bereich mit einer Anzahl von wellenförmig über die Längsachse der Gurtstreifen verlegten Spannkabel ausgebildet sind.
Die Erfindung ist durch ein Verfahren und ein mittels dem Verfahren hergestelltes Hohlplattenelement gekennzeichnet, wobei im Hohlraum zwischen der oberen und unteren Platte des Hohlplattenelementes mehrere, einen gegenseitigen Abstand voneinander einnehmende und zueinander parallel ausgebildete Stegbleche angeordnet sind, zu deren Längsrichtung parallel die Spannkabel verlegt sind, wobei jedes Spannkabel mit seinem einen Ende über einen Ankerkörper mit dem jeweiligen Stegblech verbunden ist, während das gegenüberliegende Ende des Spannkabels über einen anderen Ankerkörper mit dem dort liegenden Ende des Stegbleches verbunden ist.
摘要翻译：该方法包括在中空板元件的上板和下板（11,12）之间的空腔中设置具有往复间隙的平行腹板（3），其中空腔衬有混凝土柱条。条带在柱条的纵向轴线上形成有多个波形支撑电缆（2）。支撑电缆平行于腹板的纵向方向安装。包括空心板坯元件的独立权利要求。

4. 发明公开

EP2088242A2 Use of recycled plastics for structural building forms 有权
标题翻译：佛罗伦萨文艺复兴时期
公开(公告)号：EP2088242A2
公开(公告)日：2009-08-12
申请号：EP09161620.1
申请日：2003-07-21
申请人： Rutgers, The State University
发明人： Nosker, Thomas J. , Renfree, Richard , Kerstein, James , Simon, Louis
IPC分类号： E01D2/02 , E01D19/12 , C08J11/06 , C08J5/06
CPC分类号： B29C65/56 , B29B17/0042 , B29C65/562 , B29C66/1122 , B29C66/12441 , B29C66/12443 , B29C66/14 , B29C66/43 , B29C66/43441 , B29C66/71 , B29C66/7212 , B29C66/7392 , B29K2023/06 , B29K2105/26 , B29L2031/003 , B29L2031/06 , B29L2031/10 , B29L2031/766 , C08J5/06 , C08J5/08 , C08J2323/00 , C08J2323/02 , C08K9/08 , C08L23/06 , C08L25/08 , C08L2205/02 , C08L2205/16 , E01D2/02 , E01D19/125 , E01D2101/40 , E04B1/003 , E04B5/026 , E04C3/28 , E04F15/02194 , E04F15/105 , Y02W30/62 , Y10S428/908 , C08L2666/06 , B29C65/00 , B29K2307/04 , B29K2309/08 , B29K2023/04 , B29K2025/04 , B29K2025/06 , B29K2023/065 , B29K2023/00
摘要： A modular plastic structural composite comprises a web section disposed along a horizontal axis and at least one flange section disposed along a horizontal axis parallel thereto and integrally molded to engage the top or bottom surface of said web section, wherein said composite is formed from a co-continuous immiscible polymer blend of a high density polyolefin and a thermoplastic-coated fiber material.
The modular plastic composite may for example be an I-Beam, a C-Beam or a T-Beam. In one application it may be used in a bridge constructed from I-Beams, comprising a plurality of pier-supported parallel rows of larger first I-Beams, and a plurality of smaller second I-beams disposed parallel to one another and fastened perpendicular to and between adjacent rows of the larger first I-Beams, wherein the top and bottom surfaces of the second I-Beam flanges are dimensioned to nest within the opening defined by the top and bottom flanges of the first I-Beams.
摘要翻译：模块化塑料结构复合材料包括沿着水平轴线布置的腹板部分和沿着平行于其的水平轴线布置的至少一个凸缘部分，并且整体模制成与所述腹板部分的顶部或底部表面接合，其中所述复合材料由共同组成 - 高密度聚烯烃和热塑性涂覆纤维材料的连续不混溶聚合物共混物。模块化塑料复合材料可以例如是I型梁，C型梁或T型梁。在一个应用中，它可以用于由I型梁构成的桥梁中，该桥梁包括多个墩支撑的较大的第一I型梁的平行排，以及多个较小的第二I型梁，彼此平行地设置并垂直于并且在较大的第一I型梁的相邻行之间，其中第二I型梁凸缘的顶表面和底表面的尺寸被设计成嵌套在由第一I型梁的顶部和底部凸缘限定的开口内。

5. 发明公开

EP1424443A1 A TRACK STRUCTURE OF THE RAPID TRACK TRANSIT 有权
标题翻译： GLEISKONSTRUKTIONFÜRDEN SCHNELLTRANSIT AUF DER SCHIENE
公开(公告)号：EP1424443A1
公开(公告)日：2004-06-02
申请号：EP02748547.3
申请日：2002-07-01
申请人： Shanghai Meglev Transportation Development Co. Ltd.
发明人： WU, Xiangming , WU, Zhong
IPC分类号： E01B25/30 , E01D2/02
CPC分类号： E01D2/02 , E01B25/305 , E01D2101/28 , E01D2101/285
摘要： A guideway structure for high-speed track-bound transportation composed of two or more than two girder-segments. The structure of the guideway is characteristic of : At the intermediate positions on the girder top and the girder bottom of the connecting ends of the said girder-segments are all disposed the pre-embedded steel elements and some anchoring nails used for ensuring the pre-embedded steel elements to be reliably connected with the concrete of girder-segments, after the relevant connecting ends of the two adjacent girder-segments are placed closely, they may be connected together to form a two-span quasi-continuous girder by tightening a plurality of bolts through their respective through hole on the connecting elements and on the pre-embedded elements.
摘要翻译：用于高速轨道运输的导轨结构，由两个或两个以上的梁段组成。导轨结构的特点是：在梁的顶部和连接端的梁底部的中间位置都设有预先嵌入的钢质元件和一些用于确保预制钢筋的锚固钉，嵌入式钢元件可以与梁段的混凝土可靠地连接，在两个相邻的梁段的相关连接端被紧密放置之后，它们可以连接在一起以形成两跨度的准连续梁，的螺栓通过连接元件和预嵌入元件上的各自的通孔。

6. 发明公开

EP1180176A1 PRESTRESSED CONCRETE GIRDER OF ADJUSTABLE LOAD BEARING CAPACITY FOR BRIDGE AND ADJUSTMENT METHOD FOR LOAD BEARING CAPACITY OF BRIDGE 审中-公开
标题翻译：有用于道桥VARIABLE升降FITNESS AND METHOD FOR调整桥梁的起重能力强预应力混凝土梁
公开(公告)号：EP1180176A1
公开(公告)日：2002-02-20
申请号：EP00927868.0
申请日：2000-05-10
申请人： Interconstec Co., Ltd.
发明人： HAN, Man Yop
IPC分类号： E01D2/02 , E04C3/26
CPC分类号： E01D2/02 , E01D22/00 , E01D2101/28 , E04C3/26
摘要： A prestressed concrete girder (20) has an adjustable load bearing capacity so that the tension of a steel wire (26, 27, 29) is adjusted as necessary. The prestressed concrete girder having an adjustable load bearing capacity in a bridge includes at least one non-attached steel wire installed at an upper flange (28) of the girder in a lengthwise direction of the girder, in which the heigh of the bridge is reduced, the span of the bridge is increased, or a long-term crack or sagging of the bridge is compensated for by adjusting tension of the steel wires when the bridge is under construction, or after laying of slab or completion of construction. A method of adjusting a load bearing capacity of a bridge using the above prestressed concrete girder is achieved by installing the girder over a pier, cutting step by step the non-attached steel wires according to the amount of a load applied to the girder installed at the pier when the bridge is under construction, and cutting step by step the non-attached steel wires according to the amount of sagging of the girder during a use of the bridge after the construction is completed. Thus, when an excess of sagging or a crack is generated to a bridge due to long-term deterioration or overload, the sagging of a girder and crack can be compensated for by releasing the tension of the steel wires provided to the upper flange step by step, or when there is a need to increase the load bearing capacity of the bridge without any particular damage to the bridge, the load bearing capacity of the bridge can be easily increased with no special equipments.

7. 发明授权

EP0666940B1 composite bridge structure consisting of steel girders carrying a deck made of steel case profiles and concrete 失效
标题翻译：由钢梁的复合结构桥结构和一支撑由钢情况下配置文件和混凝土这巷道板坯
公开(公告)号：EP0666940B1
公开(公告)日：1999-06-23
申请号：EP93924264.0
申请日：1993-10-26
申请人： GRANSTRÖM, Anders , SVENSSON, Nils-Gustav
发明人： GRANSTRÖM, Anders , SVENSSON, Nils-Gustav
IPC分类号： E01D2/02 , E01D2/04 , E01D19/12 , E04B5/40
CPC分类号： E04B5/40 , E01D2/02 , E01D2/04 , E01D19/125 , E01D2101/268
摘要： This invention is a new method to achieve composite action between girders (3) and a concrete slab (1), as well as within the slab itself. The load transmission within the slab (1) is improved by the invention in the following way. The inferior capacity of the concrete to carry transverse forces is repaired by the composite load carrying capacity of the profile's edge flanges (9), upwards inclined top flanges (10) and upwards extended top parts (11). Due to this fact the slab may be made thinner than usual. Shear forces between steel (2) and concrete (17) are effectively transmitted by mechanical contact between the vertical edges (16) of the cuts (12) and the reinforcing bars (13). Due to the fact that the bottom flange of the case profile (8) is capable of resisting the entire tensile force in the cross section, maximum moment carrying capacity is obtained, whereupon main reinforcement may be omitted.

8. 发明公开

EP2761090A1 ELEMENT DE POUTRE PREFABRIQUE, ADAPTE POUR FORMER UN ELEMENT CONSTITUTIF D'UNE TRAVEE DE PONT METALLIQUE ET PROCEDE DE CONSTRUCTION MODULAIRE D'UNE TELLE TRAVEE 有权
标题翻译：预制梁单元形成元件来形成这种款模块化结构的金属桥区的一部分和方法
公开(公告)号：EP2761090A1
公开(公告)日：2014-08-06
申请号：EP12762655.4
申请日：2012-09-28
申请人： Matiere
发明人： MATIERE, Philippe
IPC分类号： E01D2/02
CPC分类号： E01D2/02 , E01D15/133 , E01D2101/30
摘要： Prefabricated girder element comprising two spaced‑apart flat flanges connected by a vertical web made of a rectangular flat sheet, so as to configure an I‑section girder, said web having two opposite lateral faces to which are attached a plurality of transverse flats extending vertically over the entire height of the web, distributed over the entire length of the module, and separated from one another by a constant spacing corresponding to a sub‑multiple of this length, said flats each forming a stiffening rib having one vertical side welded to the web and two spaced‑apart horizontal sides welded to the mutually‑facing internal faces of the two flanges. Said element is designed to form an element that forms part of a metal bridge span. The invention also relates to a metal bridge span and to a method for the modular construction of such a span.
摘要翻译：预制梁元件，其包括通过由矩形平坦片材的垂直腹板连接的两个间隔开的平坦的凸缘，以便配置到I-部梁，其具有两个相对的侧向所述腹板朝向其上连接横向单位垂直延伸的多元性通过网络的整个高度，分布在模块的整个长度上，并且彼此相隔一个恒定的间隔对应于该长度的子多，说单位各形成具有一个垂直侧面的加强肋焊接在腹板和两个间隔开的水平边焊接到两个凸缘的相互面对的内表面。所述元件被设计成形成在元件做了金属桥跨形式的部分。因此，本发明涉及一种金属桥跨并为寻求一个跨度的模块化结构的方法。

9. 发明授权

EP2088242B1 Use of recycled plastics for structural building forms 有权
标题翻译：再生塑料用于建筑设计使用
公开(公告)号：EP2088242B1
公开(公告)日：2011-05-25
申请号：EP09161620.1
申请日：2003-07-21
申请人： Rutgers, The State University
发明人： Nosker, Thomas J. , Renfree, Richard , Kerstein, James , Simon, Louis
IPC分类号： E01D2/02 , E01D19/12 , C08J11/06 , C08J5/06 , C08J5/08
CPC分类号： B29C65/56 , B29B17/0042 , B29C65/562 , B29C66/1122 , B29C66/12441 , B29C66/12443 , B29C66/14 , B29C66/43 , B29C66/43441 , B29C66/71 , B29C66/7212 , B29C66/7392 , B29K2023/06 , B29K2105/26 , B29L2031/003 , B29L2031/06 , B29L2031/10 , B29L2031/766 , C08J5/06 , C08J5/08 , C08J2323/00 , C08J2323/02 , C08K9/08 , C08L23/06 , C08L25/08 , C08L2205/02 , C08L2205/16 , E01D2/02 , E01D19/125 , E01D2101/40 , E04B1/003 , E04B5/026 , E04C3/28 , E04F15/02194 , E04F15/105 , Y02W30/62 , Y10S428/908 , C08L2666/06 , B29C65/00 , B29K2307/04 , B29K2309/08 , B29K2023/04 , B29K2025/04 , B29K2025/06 , B29K2023/065 , B29K2023/00
摘要： A modular plastic structural composite comprises a web section disposed along a horizontal axis and at least one flange section disposed along a horizontal axis parallel thereto and integrally molded to engage the top or bottom surface of said web section, wherein said composite is formed from a co-continuous immiscible polymer blend of a high density polyolefin and a thermoplastic-coated fiber material. The modular plastic composite may for example be an I-Beam, a C-Beam or a T-Beam. In one application it may be used in a bridge constructed from I-Beams, comprising a plurality of pier-supported parallel rows of larger first I-Beams, and a plurality of smaller second I-beams disposed parallel to one another and fastened perpendicular to and between adjacent rows of the larger first I-Beams, wherein the top and bottom surfaces of the second I-Beam flanges are dimensioned to nest within the opening defined by the top and bottom flanges of the first I-Beams.

10. 发明授权

EP1678249B1 USE OF RECYCLED PLASTICS FOR STRUCTURAL BUILDING FORMS 有权
标题翻译：回收用于建筑外观设计塑料的使用
公开(公告)号：EP1678249B1
公开(公告)日：2009-06-03
申请号：EP03818032.9
申请日：2003-07-21
申请人： Rutgers, The State University
发明人： NOSKER, Thomas, J. , RENFREE, Richard, W. , KERSTEIN, James , SIMON, Louis
IPC分类号： E01D2/02 , E01D19/12 , C08J11/06
CPC分类号： B29C65/56 , B29B17/0042 , B29C65/562 , B29C66/1122 , B29C66/12441 , B29C66/12443 , B29C66/14 , B29C66/43 , B29C66/43441 , B29C66/71 , B29C66/7212 , B29C66/7392 , B29K2023/06 , B29K2105/26 , B29L2031/003 , B29L2031/06 , B29L2031/10 , B29L2031/766 , C08J5/06 , C08J5/08 , C08J2323/00 , C08J2323/02 , C08K9/08 , C08L23/06 , C08L25/08 , C08L2205/02 , C08L2205/16 , E01D2/02 , E01D19/125 , E01D2101/40 , E04B1/003 , E04B5/026 , E04C3/28 , E04F15/02194 , E04F15/105 , Y02W30/62 , Y10S428/908 , C08L2666/06 , B29C65/00 , B29K2307/04 , B29K2309/08 , B29K2023/04 , B29K2025/04 , B29K2025/06 , B29K2023/065 , B29K2023/00
摘要： A modular plastic structural composite comprises a web section disposed along a horizontal axis and at least one flange section disposed along a horizontal axis parallel thereto and integrally molded to engage the top or bottom surface of said web section, wherein said composite is formed from a co-continuous immiscible polymer blend of a high density polyolefin and a thermoplastic-coated fiber material. The modular plastic composite may for example be an I-Beam, a C-Beam or a T-Beam. In one application it may be used in a bridge constructed from I-Beams, comprising a plurality of pier-supported parallel rows of larger first I-Beams, and a plurality of smaller second I-beams disposed parallel to one another and fastened perpendicular to and between adjacent rows of the larger first I-Beams, wherein the top and bottom surfaces of the second I-Beam flanges are dimensioned to nest within the opening defined by the top and bottom flanges of the first I-Beams.

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