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1. 发明授权

EP1845199B1 Floor slab bridge structure 有权
标题翻译： Plattenbrücke
公开(公告)号：EP1845199B1
公开(公告)日：2015-11-11
申请号：EP06255230.2
申请日：2006-10-11
申请人： Asahi Engineering Co., Ltd. , AE Japan Co., Ltd.
发明人： Tokuno, Mitsuhiro , Saito, Fumihiro
IPC分类号： E01D2/00 , E01D19/02 , E02D27/30
CPC分类号： E01D2/00 , E01D2101/26 , E01D2101/268 , E02D27/30

2. 发明公开

EP1845199A2 Floor slab bridge structure 有权
标题翻译： Plattenbrücke
公开(公告)号：EP1845199A2
公开(公告)日：2007-10-17
申请号：EP06255230.2
申请日：2006-10-11
申请人： Asahi Engineering Co., Ltd. , Eco Japan Co., Ltd.
发明人： Tokuno, Mitsuhiro , Saito, Fumihiro
IPC分类号： E01D2/00 , E01D19/02 , E02D27/30
CPC分类号： E01D2/00 , E01D2101/26 , E01D2101/268 , E02D27/30
摘要： The invention provides a floor slab bridge structure capable of enhancing that strength, with which bridge girders and concrete bridge piers are rigidly joined, effectively suppressing expansion and contraction, deflection, and distortion of the bridge girders, and synergistically enhancing the strength of connection concrete itself against the expansion and contraction, distortion, etc., and being very effective as measures for prevention of collapse of bridge against a large earthquake. Slab concrete (3) is hammer-set between sides of respective bridge girders (1), which are aligned in a bridge width direction, in a length direction of the bridge girders and connection concrete (11), in which bridge girder portions supported on bridge bottom surfaces (10) of concrete bridge piers (2) supporting the bridge girders are embedded, is additionally deposited on the bridge bottom surfaces to form a floor slab bridge structure being a rigid joining structure, in which the slab concrete and the concrete bridge piers are concrete-joined together through the connection concrete.
摘要翻译：本发明提供了一种能够增强桥梁和混凝土桥墩刚性连接的强度的地板桥梁结构，有效地抑制了桥桁架的伸缩，挠曲和变形，并且协同增强了连接混凝土本身的强度反对扩大和收缩，扭曲等，并且作为防止大桥地震崩溃措施非常有效。桥梁混凝土（3）在桥梁梁和桥梁混凝土（11）的长度方向上在桥梁宽度方向上对齐的各个桥梁（1）的侧面之间被锤击，桥梁梁支撑在嵌入桥梁桥墩（2）的桥底面（10）被嵌入，另外沉积在桥底面上，形成一个刚性接合结构的地板桥梁结构，其中板坯混凝土和混凝土桥桥墩通过连接混凝土混凝土连接在一起。

3. 发明公开

EP0245407A1 METHOD OF CONSTRUCTING A RIGID STRUCTURE UPON THE BOTTOM OF A BODY OF WATER AS WELL AS LOST CASING FOR PERFORMING SAID METHOD 失效
标题翻译：模具制作影片水楼刚性结构及其制造方法刚性结构在水面上土壤。
公开(公告)号：EP0245407A1
公开(公告)日：1987-11-19
申请号：EP86906824.0
申请日：1986-11-17
申请人： DARYA PAYE JETTY CO., LTD. , MASSOUDI, Ahmad
发明人： DARYA PAYE JETTY CO., LTD. , MASSOUDI, Ahmad
IPC分类号： E02B17 , E02B3 , E02D27 , E02D29
CPC分类号： E02B3/06 , E02D27/30
摘要： Procédé et coffrage (1) permettant de construire une structure rigide sur le fond d'un plan d'eau. Le coffrage est un coffrage perdu pour piliers de forme particulière. Il est plus large à la base en contact avec le fond et se compose de préférence de plaques plates pour obtenir une section de forme polygonale régulière telle qu'une pyramide à plusieurs côtés. Il peut être combiné avec des coffrages de murs glissés dans des évidements des coffrages de piliers. Le béton est coulé dans les doubles parois, et l'intérieur des coffrages de piliers ou l'espace entre les coffrages est rempli d'un matériau pierreux en vrac.

4. 发明公开

EP3359744A1 OUVRAGE DE SOUTÈNEMENT 有权
公开(公告)号：EP3359744A1
公开(公告)日：2018-08-15
申请号：EP16788735.5
申请日：2016-10-05
申请人： Soletanche Freyssinet
发明人： JEANMARIE, Thierry , SCHMITT, Pierre , COUDRY, Michel , JEANTY, Jean Michel
IPC分类号： E02D5/08
CPC分类号： E02D5/10 , E02B3/066 , E02B3/068 , E02D5/08 , E02D27/30 , E02D29/0266 , E02D2300/002
摘要： The invention relates to a retaining structure (12) in ground (S) comprising a vertical front part and delineating a first portion of ground (S1) from a second portion of ground. The front part (14) takes the form of a juxtaposition of bowed walls (16), each bowed wall (16) having a concave side facing the first portion of ground and a convex side facing the second portion of ground, and the retaining structure (12) further comprising a rear part (20) comprising a plurality of wall elements (22), the largest faces of which extend vertically into the second portion of ground (S2), each wall element (22) being positioned between two adjacent bowed walls (16) and being transverse to the front part (14).

5. 发明公开

EP1845199A3 Floor slab bridge structure 有权
标题翻译：板桥
公开(公告)号：EP1845199A3
公开(公告)日：2013-10-23
申请号：EP06255230.2
申请日：2006-10-11
申请人： Asahi Engineering Co., Ltd. , Eco Japan Co., Ltd.
发明人： Tokuno, Mitsuhiro , Saito, Fumihiro
IPC分类号： E01D2/00 , E01D19/02 , E02D27/30
CPC分类号： E01D2/00 , E01D2101/26 , E01D2101/268 , E02D27/30
摘要： The invention provides a floor slab bridge structure capable of enhancing that strength, with which bridge girders and concrete bridge piers are rigidly joined, effectively suppressing expansion and contraction, deflection, and distortion of the bridge girders, and synergistically enhancing the strength of connection concrete itself against the expansion and contraction, distortion, etc., and being very effective as measures for prevention of collapse of bridge against a large earthquake. Slab concrete (3) is hammer-set between sides of respective bridge girders (1), which are aligned in a bridge width direction, in a length direction of the bridge girders and connection concrete (11), in which bridge girder portions supported on bridge bottom surfaces (10) of concrete bridge piers (2) supporting the bridge girders are embedded, is additionally deposited on the bridge bottom surfaces to form a floor slab bridge structure being a rigid joining structure, in which the slab concrete and the concrete bridge piers are concrete-joined together through the connection concrete.

6. 发明授权

EP2024574B1 METHOD FOR FORMING A SHEET PILE STRUCTURE, SHEET PILE ELEMENT, SHEET PILE STRUCTURE AND USE OF A SHEET PILE STRUCTURE FOR DAMPING VIBRATION 有权
标题翻译：形成板桩结构的方法，板材桩元件，板桩结构和用于阻尼振动的板桩结构的使用
公开(公告)号：EP2024574B1
公开(公告)日：2009-10-14
申请号：EP06755391.7
申请日：2006-05-30
申请人： Turun Ammattikorkeakoulu
发明人： LEHTONEN, Jouko
IPC分类号： E02D5/20 , E02D27/30
CPC分类号： E02D27/30 , E02D5/20
摘要： The invention relates to a method for forming a sheet pile structure, in which method a broaching tool (14) is fastened in connection with the lower edge (5) of a sheet pile element (1, 1a, 1b, 1c, 1d), and a grout hose (17, 18) is detachably fastened in connection with the sheet pile element with the aid of a hose fastening means (19, 20). The sheet pile element is arranged in the soil the lower edge and broaching tool first, whereby the broaching tool forms a cavity in the soil. Concrete grout (21) is fed in the cavity at the same time as the sheet pile element is arranged in the soil so that said cavity is at least partly filled with concrete grout. The hose fastening means is released and the grout hose is disconnected from being in connection with the sheet pile element after the sheet pile element is arranged at a desired depth inside the soil. In the method the width of the broaching tool and the width of the cavity formed by means of said tool is at least 30 % of the width the sheet pile element, whereby the concrete grout fed into the cavity covers at least 30 % of the surface of the sheet pile element. The invention also relates to a sheet pile element in connection with which element a broaching tool is arranged for forming a cavity into the soil, as well as a hose fastening means for the grout hose. The broaching tool is detachably fastened to lower edge of the sheet pile element. The invention also relates to a sheet pile structure, which is formed according to the method disclosed in the application. The invention also relates to the use of a sheet pile structure for dampening vibration in the soil.
摘要翻译：本发明涉及一种用于形成板桩结构的方法，在该方法中，拉削工具（14）与板桩元件（1,1a，1b，1c，1d）的下边缘（5）连接固定，并且借助软管紧固装置（19,20）将浆液软管（17,18）可拆卸地固定在所述板桩元件上。板桩元件首先布置在土壤的下边缘和拉削工具中，由此拉削工具在土壤中形成空腔。在板桩元件布置在土壤中的同时，混凝土浆（21）被供给到空腔中，使得所述空腔至少部分地填充有混凝土浆。在板桩元件被布置在土壤内的期望深度之后，软管固定装置被释放并且灌浆软管从与板桩元件连接中断开。在该方法中，拉刀的宽度和通过所述工具形成的空腔的宽度为板桩元件的宽度的至少30％，由此供给到空腔中的混凝土灌浆覆盖至少30％的表面的板桩元件。本发明还涉及一种板式元件，与该元件连接的拉削工具被布置用于在土壤中形成空腔，以及用于灌浆软管的软管紧固装置。拉刀可拆卸地固定在板桩元件的下边缘上。本发明还涉及根据本申请中公开的方法形成的板桩结构。本发明还涉及用于抑制土壤中的振动的板桩结构的用途。

7. 发明公开

EP2024574A1 METHOD FOR FORMING A SHEET PILE STRUCTURE, SHEET PILE ELEMENT, SHEET PILE STRUCTURE AND USE OF A SHEET PILE STRUCTURE FOR DAMPING VIBRATION 有权
标题翻译：一种用于生产钢板桩结构，ELEMENT钢板桩，钢板桩结构和使用板桩结构的振动阻尼
公开(公告)号：EP2024574A1
公开(公告)日：2009-02-18
申请号：EP06755391.7
申请日：2006-05-30
申请人： Turun Ammattikorkeakoulu
发明人： LEHTONEN, Jouko
IPC分类号： E02D5/20 , E02D27/30
CPC分类号： E02D27/30 , E02D5/20
摘要： The invention relates to a method for forming a sheet pile structure, in which method a broaching tool (14) is fastened in connection with the lower edge (5) of a sheet pile element (1, 1a, 1b, 1c, 1d), and a grout hose (17, 18) is detachably fastened in connection with the sheet pile element with the aid of a hose fastening means (19, 20). The sheet pile element is arranged in the soil the lower edge and broaching tool first, whereby the broaching tool forms a cavity in the soil. Concrete grout (21) is fed in the cavity at the same time as the sheet pile element is arranged in the soil so that said cavity is at least partly filled with concrete grout. The hose fastening means is released and the grout hose is disconnected from being in connection with the sheet pile element after the sheet pile element is arranged at a desired depth inside the soil. In the method the width of the broaching tool and the width of the cavity formed by means of said tool is at least 30 % of the width the sheet pile element, whereby the concrete grout fed into the cavity covers at least 30 % of the surface of the sheet pile element. The invention also relates to a sheet pile element in connection with which element a broaching tool is arranged for forming a cavity into the soil, as well as a hose fastening means for the grout hose. The broaching tool is detachably fastened to lower edge of the sheet pile element. The invention also relates to a sheet pile structure, which is formed according to the method disclosed in the application. The invention also relates to the use of a sheet pile structure for dampening vibration in the soil.

8. 发明公开

EP0536486A1 Foundation having cylindrical shell and construction method therefor 失效
标题翻译： Gründungmit zylindrischer Schale und Verfahren zur deren Herstellung。
公开(公告)号：EP0536486A1
公开(公告)日：1993-04-14
申请号：EP92112469.9
申请日：1992-07-21
申请人： SEIKO KOGYO KABUSHIKI KAISHA
发明人： Kunito, Mitsuhiro
IPC分类号： E02D27/30
CPC分类号： E02D27/30
摘要： A foundation comprising (1) a cylindrical shell made of a cast-in-place concrete placed into a ring-like groove which is formed by excavation of the soil at the place of installation of the foundation, leaving a columnar soil located radially inward with respect to the ring-like groove without discharging the soil, and (2) an internal solidified soil formed by solidifying the columnar soil surrounded by the cylindrical shell with a chemical hardener, and a construction method therefor.
摘要翻译：一种基础，包括（1）由浇筑在现场的混凝土制成的圆柱形外壳，其放置在通过在基础安装位置挖掘土壤而形成的环形槽中，留下径向向内的柱状土壤，相对于环状槽而不排出土壤，以及（2）通过用化学固化剂固化由圆筒形壳体包围的柱状土而形成的内部固化土壤及其施工方法。

9. 发明授权

EP0245407B1 CASING FOR CONSTRUCTING A RIGID STRUCTURE UPON THE BOTTOM OF A BODY OF WATER AS WELL AS A METHOD OF CONSTRUCTING A RIGID STRUCTURE UPON THE BOTTOM OF A BODY OF WATER 失效
标题翻译：用于在水体底部构造刚性结构的框架，作为构建水体底部的刚性结构的方法
公开(公告)号：EP0245407B1
公开(公告)日：1991-03-27
申请号：EP86906824.7
申请日：1986-11-17
申请人： DARYA PAYE JETTY CO., LTD. , MASSOUDI, Ahmad
发明人： MASSOUDI, Ahmad§Pasdaran, Golestan 5
IPC分类号： E02B3/06 , E02B17/00 , E02D29/06 , E02D27/30
CPC分类号： E02B3/06 , E02D27/30
摘要： A method and casing (1) for constructing a rigid structure upon the bottom of the water. The casing to be used is a lost pillar casing of particular shape. It is larger at the bottom than at a higher level and preferably has been composed of flat plates into a polygonal cross sectional shape with similarity to a multiple sided pyramid. It can be combined with wall casings slit into recesses of the pillar casings. Concrete is filled into the double walls and the interior of the pillar casings or between casings is filled with bulk stoney material.

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