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1. 发明专利

JP2008303584A Structure of artificial ground and its construction method 审中-公开
标题翻译：人工结构及其施工方法
公开(公告)号：JP2008303584A
公开(公告)日：2008-12-18
申请号：JP2007150568
申请日：2007-06-06
申请人： Fudo Tetra Corp , Nittoc Constr Co Ltd , Onoda Chemico Co Ltd , Penta Ocean Construction Co Ltd , Public Works Research Institute , Sanshin Corp , Sanwa Kizai Co Ltd , Shimizu Corp , Taisei Corp , Takenaka Doboku Co Ltd , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , 三信建設工業株式会社 , 三和機材株式会社 , 五洋建設株式会社 , 大成建設株式会社 , 小野田ケミコ株式会社 , 日特建設株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 株式会社不動テトラ , 株式会社竹中土木 , 清水建設株式会社 , 独立行政法人土木研究所
发明人： OSHITA TAKESHI , KAWASAKI HIROTAKA , HORIKOSHI KENICHI , NISHIO KYO , KURUMADA YOSHINORI , FUJITA TOSHIBUMI , HAMANO MAMORU , TSUKUNI SHOICHI , TAGUCHI HIROBUMI , FUJITA YUJI , OYA TSUTOMU , IMAI YUUKI
IPC分类号： E02D27/00 , E02D3/12 , E02D27/42
摘要： PROBLEM TO BE SOLVED: To support a structure to be constructed on the original soft ground stably by simple artificial ground without using piles and to stabilize the original ground to prevent horizontal displacement such as sideways flow.
SOLUTION: In this construction method for the structure of artificial ground, a floor slab 2 supporting the structure 1 and a soil improving body 10 supporting the floor slab 2 are constructed on the original ground 3, an upper part of the soil improving body is wound up by a steel plate 12, and an upper end part of the steel plate is made to protrude into the floor slab and is anchored to connect the soil improving body with the floor slab through the steel plate and restrain the upper part of the soil improving body from an outer side by the steel plate. When constructing the structure of artificial ground, the frame-like steel plate opening both of upper and lower ends is arranged in a ground surface part of the original ground to improve the original ground below the steel plate from the ground surface part to a supporting stratum through the inside of the steel plate, a soil improving pile body having its upper part positioned in the steel plate is constructed, then the floor slab is constructed in the upper part of the soil improving body, and the upper end part of the steel plate is anchored in the floor slab.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过简单的人造地面，在不使用桩的状态下稳定地支撑在原始软土上构造的结构，并且稳定原始地面以防止诸如侧向流动的水平位移。解决方案：在这种用于人造地面结构的施工方法中，在原土3上构造了支撑结构1的地板2和支撑地板2的土壤改良体10，土壤的上部改善主体被钢板12卷起，并且钢板的上端部突出到地板上并被锚定以通过钢板将土壤改良体与地板连接起来，并且限制钢板的上部土壤改良体由外侧由钢板制成。在构造人造地面结构时，将上下两端的框状钢板布置在原地的地表面部分，以将钢板下面的原地从地面部分提升到支撑层通过钢板内部构造有将上部位于钢板上的土壤改良桩体，然后在土体改良体的上部构造地板，钢板的上端部被固定在地板上。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2005163410A Thrust construction method 有权
标题翻译：施工方法
公开(公告)号：JP2005163410A
公开(公告)日：2005-06-23
申请号：JP2003404510
申请日：2003-12-03
申请人： Ohbayashi Corp , Ps Mitsubishi Construction Co Ltd , Public Works Research Institute , 株式会社ピーエス三菱 , 株式会社大林組 , 独立行政法人土木研究所
发明人： OSHITA TAKESHI , WATANABE HIROYOSHI , INA YOSHINAO
IPC分类号： E01D21/00 , E01D1/00 , E01D2/04 , E01D101/24
摘要： PROBLEM TO BE SOLVED: To provide a technique of a thrust construction method for constructing a bridge in a shorter construction period without exerting an influence on a circumferential environment, such as traffic restriction, traffic jam, and noises.
SOLUTION: According to the thrust construction method, main girders are formed of precast concrete segments 21. Specifically the precast concrete segments 21 are connected to a tail end of an antecedent bridge girder 20a on a thrust work floor 10, and a predetermined number of precast concrete segments 21 to be thrust together in one body are connected together, followed by temporarily fixing the segments together at every several blocks by means of temporary prestressing steels. When the segments that are thrust together in one body are connected together to form a subsequent bridge girder 20b, prestress is introduced to the segments by continuous steels, and the subsequent bridge girder is advanced together with the antecedent bridge girder 20a in one body.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种在较短施工期内构建桥梁的推力施工方法的技术，而不会对诸如交通限制，交通堵塞和噪声的周向环境产生影响。解决方案：根据推力施工方法，主梁由预制混凝土段21形成。具体来说，预制混凝土段21连接到推力工作台10上的前桥梁梁20a的尾端，预定混凝土段将一体推动在一起的预制混凝土节段21的数量连接在一起，然后通过临时预应力钢每隔几个块将节段临时固定在一起。当将一体推动在一起的节段连接在一起以形成后续的桥梁20b时，预应力由连续钢引入段，随后的桥梁与先前的桥梁20a一起前进。版权所有（C）2005，JPO＆NCIPI

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