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71. 发明专利

JP4256356B2 Bridge structure using the joint member and the joint member of the pier and the main girders 有权
公开(公告)号：JP4256356B2
公开(公告)日：2009-04-22
申请号：JP2005065654
申请日：2005-03-09
申请人：株式会社高知丸高
发明人：斉司市川 , 広茂高野
IPC分类号： E01D1/00 , E01D15/133 , E01D19/00

72. 发明专利

JP3826359B2 Floating dock landfill construction method and NoIri pier 有权
公开(公告)号：JP3826359B2
公开(公告)日：2006-09-27
申请号：JP2003078563
申请日：2003-03-20
申请人：東洋建設株式会社
发明人：昌光大塚 , 克昌竹内
IPC分类号： E01D15/14 , E01D15/133 , E01D15/22 , E01D15/24

73. 发明专利

JP2006104709A Pier and construction method thereof 有权
标题翻译：其构造方法及其构造方法
公开(公告)号：JP2006104709A
公开(公告)日：2006-04-20
申请号：JP2004290415
申请日：2004-10-01
申请人： Hanshin Kensetsu Co Ltd , Shozo Iwai , 省三岩井 , 株式会社ハンシン建設
发明人： IWAI SHOZO
IPC分类号： E02B3/06 , E01D15/133 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a pier which can be constructed in a short period of time, and a construction method of the pier.
SOLUTION: Firstly, an abutment 7 is constructed on one bank, and three main girders 4a about twice longer than a span are elongated in a river crossing direction from the abutment 7 in such a manner that the abutment 7 serves as a base point. Next, a material guiding girder 2a is temporarily held in the central section of the main girder 4a (refer to Fig. 6(a)). Subsequently, after the temporarily held girder 2a is fixed, a material guiding girder 2b is temporarily held at the leading end of the main girder 4a, and fixed. Two main girders 4b about twice longer than the span are further elongated in the river crossing direction from the girder 2a in such a manner as to lay astride the girder 2b. A material guiding girder 2c is temporarily held at the leading end of the main girder 4b (refer to Fig. 6(c)). After that, the above operations are repeated. This enables the pier to be constructed in a short period of time.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供可以在短时间内构造的码头和码头的施工方法。解决方案：首先，将一个支座7构造在一个堤岸上，并且三个主跨梁4a大约比跨度大两倍的长度从桥接件7沿河流方向伸长，使得支座7用作底座点。接下来，材料引导梁2a临时保持在主梁4a的中心部（参照图6（a））。随后，在暂时保持的梁2a固定之后，材料导向梁2b临时保持在主梁4a的前端并固定。沿着横跨两段长度的两条主梁4b沿着横梁方向从大梁2a延伸，以横跨大梁2b的方式延伸。材料导向梁2c临时保持在主梁4b的前端（参照图6（c））。之后，重复上述操作。这使得码头可以在短时间内建成。版权所有（C）2006，JPO＆NCIPI

74. 发明专利

JP2004332380A Tunnel invert construction method by movable pier, and the movable pier 有权
公开(公告)号：JP2004332380A
公开(公告)日：2004-11-25
申请号：JP2003129716
申请日：2003-05-08
申请人： Gifu Kogyo Co Ltd , 岐阜工業株式会社
发明人： KITAGAWA TSUTOMU , INAGAWA YUKIHISA , WASHIMI DAISUKE
IPC分类号： E21D11/10 , E01D15/127 , E01D15/133
摘要： PROBLEM TO BE SOLVED: To provide a tunnel invert construction method which allows setting of a movable pier in a tunnel curved portion even if the entire length of the pier is extended, facilitates invert construction in the tunnel curved portion, and improves the rotational performance of the pier.
SOLUTION: The movable pier is constructed by rotatably arranging movable mechanisms 20 at the front and rear of a vehicle passage section 12, tiltably attaching vehicle guide stands 24 to the movable mechanisms 20, and arranging outriggers 26 at both front and rear ends of the vehicle passage section 12. According to the tunnel invert construction method, the vehicle guide stands 24 are made rotatable together with the movable mechanisms 20, by ascending/descending the out riggers 26 and rotating the movable mechanisms 20. Then the movable pier is set in a tunnel according to the tunnel shape, and an openable door 30 arranged in the pier is opened. Further a lining member 28 is carried in to the invert members 66, 68 and set on the same, followed by placing invert concrete 16.
COPYRIGHT: (C)2005,JPO&NCIPI

75. 发明专利

JP3569691B2 Line under construction building construction method 有权
公开(公告)号：JP3569691B2
公开(公告)日：2004-09-22
申请号：JP2001219181
申请日：2001-07-19
申请人：東日本旅客鉄道株式会社
发明人：昭夫伊藤 , 清一佐藤 , 正人山田 , 忠良石橋
IPC分类号： E01D24/00 , E01D2/00 , E01D15/133 , E01D21/00 , E01D22/00

76. 发明专利

JP3521254B2 The structure of the railway for the temporary bridge 有权
公开(公告)号：JP3521254B2
公开(公告)日：2004-04-19
申请号：JP2000220979
申请日：2000-07-21
申请人：ヒロセ株式会社 , 東日本旅客鉄道株式会社 , 西武建設株式会社
发明人：経男中山 , 博道丸山 , 忠幸丸山 , 新吾久松 , 潤子姫野 , 英隆田井地
IPC分类号： E01D1/00 , E01D2/00 , E01D6/00 , E01D15/12 , E01D15/133 , E01D19/12 , E01D101/30

77. 发明专利

JP3504812B2 Humanitarian Bridge 失效
公开(公告)号：JP3504812B2
公开(公告)日：2004-03-08
申请号：JP24690296
申请日：1996-08-30
申请人：丸藤シートパイル株式会社
发明人：恒義日置 , 和弘東 , 睦巳浅井
IPC分类号： E01D15/12 , E01D15/133

78. 发明专利

JPH1072808A PEDESTRIAN BRIDGE 失效
公开(公告)号：JPH1072808A
公开(公告)日：1998-03-17
申请号：JP24690296
申请日：1996-08-30
申请人： MARUFUJI SHEET PILING
发明人： AZUMA KAZUHIRO , HIOKI TSUNEYOSHI , ASAI MUTSUMI
IPC分类号： E01D15/12 , E01D15/133
摘要： PROBLEM TO BE SOLVED: To facilitate passing, by arranging lateral girder members at the underface of two parallel main girders laid between revetments and connecting the main girders and the lateral girder members by diagonal members and arranging covering plates in the inside of the main girders, when a pedestrian bridge is temporarily installed on a river. SOLUTION: Wall girders 1 of which the upper flange face is flush with the ground level, are laid on both river banks and two main girders 2 are arranged therebetween. A fixed frame 4 is fixed to a plate 3 fixed to the lower flange of the main girder 2 and a handrail 5 is fitted thereon and further, a plurality of covering plates 6 are laid on the plate 3. The upper side of the covering plates 6 is fixed by horizontal covering members 8 installed at the lower side of the handrail 5 to prevent the covering plates from rising owing to the blowing-up air. Horizontal members are formed by the wall girders 1 and the lateral members 12 arranged at right angles against them in the middle part of the underface of the main girders 1 to be longer than the distance between the main girders. The end of lateral member and the main girder 2 are connected by diagonal members 11 to prevent the flexural buckling. In this way, as the bridge floor does not become extremely higher than the ground, people and bycicles can easily pass thereon.

79. 发明专利

JPH1046523A SIMPLE TEMPORARY BRIDGE TEMPORARY PIER BUILDING CONSTRUCTION METHOD 失效
公开(公告)号：JPH1046523A
公开(公告)日：1998-02-17
申请号：JP21910596
申请日：1996-08-02
申请人： YOKOYAMA KISO KOJI KK
发明人： YOKOYAMA HIROSUKE
IPC分类号： E01D21/00 , E01D15/133 , E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide a high speed and inexpensive work execution construction method by simplifying an upper work process as a connecting operation of an upper structure by panelling building execution work composed of a pile bridge pier driving operation as lower work and upper work operation involving much danger when a temporary bridge and temporary pier are constructed. SOLUTION: A unit pier panel 8 precedently set up on the ground in a flat place is set, and a crawler crane 12 is carried in and set, and a columnar structure 13 as a column body is erected on a pile bridge pier 10 of a steel pipe inserted into a cylindrical connecting part of a bridge pier frame of a bridge pier panel 8. Then, the unit pier panel 8 of the next stage is connected to the columnar structure 13 by a crane main body 12' through a wire 14, and is put in a building condition, and the steel pipe 10 as a pile bridge pier of the next stage is inserted into a cylindrical connecting part 1 of the unit pier panel 8 of the next stage, and is arranged on the ground 9, and a hole excavator 20 is suspended by and inserted into the steel pipe 10 by the crane main body 12' by using the steel pipe 10 as a conductive material, and a diameter is expanded and a hole is excavated by its tip bit 17, and the steel pipe 10 is sunk, and its upper end part is cut by gas, and a load receiving plate is set.

80. 发明专利

JPH0853812A HORIZONTAL JOINT CONSTRUCTION OF MAIN GIRDER IN TEMPORARY BRIDGE, AND HORIZONTAL JOINT MATERIAL 失效
公开(公告)号：JPH0853812A
公开(公告)日：1996-02-27
申请号：JP19067494
申请日：1994-08-12
申请人： TAIYO KK
发明人： MIYASAKA KENKICHI
IPC分类号： E01C19/00 , E01D1/00 , E01D2/00 , E01D15/12 , E01D15/133 , E01D101/30
摘要： PURPOSE:To mount a lining plate 3 directly on the upper parts of horizontal joint materials and to reduce the space as far as possible by forming monolithically lining plate-holding beams correspondent to holding beams and construction reinforcing sections correspondent to upper. machines of pair inclined structures. CONSTITUTION:Main girders 1 constructed in parallel with each other are connected with horizontal joint materials 2 at right angles to them at a plurality of longitudinal positions, and a lining plate 3 is directly laid on the upper parts of the joint materials 2. In the case the main girders 1 are horizontally jointed with each other, reinforcing joint sections 17 are positioned downward from the upper levels of the main girders 1, interlocking seat sections 6 are positioned upward from the upper levels of the main girders 1, so that parts positioned to the lower positions of the horizontal joint materials 2 are operated as construction reinforcing sections 30 constituted of part of pair inclined structures 25 and 26 on the basis of the upper levels of the main girders 1, and parts positioned to upper positions are operated as lining plate holding beams 31 for bearing the lining plate 3. For that purpose, holding beams are not required, and the lining plate can be directly mounted on the upper parts of the horizontal joint materials.

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