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1. 发明专利

JP2006045838A On-water structure and method of constructing the same 有权
标题翻译：水上结构及其构造方法
公开(公告)号：JP2006045838A
公开(公告)日：2006-02-16
申请号：JP2004226412
申请日：2004-08-03
申请人： Taisei Corp , 大成建設株式会社
发明人： FUKUHARA SATORU , KATO KAZUSHI , OUCHI SATOSHI , OKUNUKI TAKAYOSHI
IPC分类号： E02B17/00 , E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide an on-water structure which is constructed in a flow-down range in which water flow at a predetermined flow rate should be ensured, and has a minimally suppressed dimension, and to provide a method of constructing the on-water structure.
SOLUTION: According to the method of constructing the on-water structure, a plurality of piles 10A, 10B, etc. are erected on subaqueous bottom 2 in a body 1 of water, in which a cross sectional area for ensuring water flow at the predetermined flow rate is set as the flow-down range 1a, and connecting members 11 are fitted onto the piles 10A, 10A and mounted on the same. Then the connecting members 11 are settled down to a depth that is out of the flow-down range 1a below a water surface, and the piles 10A, 10A are connected together, followed by erecting girder members 12 over the piles 10A, 10B, etc., to thereby form the on-water structure 9.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种水上结构，其以确定水流以预定流量的流下范围构造，并且具有最小限度的尺寸，并且提供一种方法构建水上结构。解决方案：根据构成水上结构的方法，将多个桩10A，10B等竖立在水体底部2中，水体的主体1中具有用于确保水流的横截面积将预定流量设定为下降范围1a，将连接构件11嵌合在桩10A，10A上并安装在其上。然后将连接构件11向下沉降到低于水面的下降范围1a之外的深度，并且将桩10A，10A连接在一起，然后在桩10A，10B等上竖立竖梁构件12 ，从而形成水上结构9.版权所有（C）2006，JPO＆NCIPI

2. 发明专利

JP2014009465A Structure and construction method for intake and discharge channel 有权
标题翻译：结构和构造方法，用于采集和排放通道
公开(公告)号：JP2014009465A
公开(公告)日：2014-01-20
申请号：JP2012145387
申请日：2012-06-28
申请人： Taisei Corp , 大成建設株式会社
发明人： NISHIDA YOSHIO , HATTORI YOSHIFUMI , KATO TAKASHI , OSAKA MAMORU , TAKAHASHI MASAMI , FUKUHARA SATORU
IPC分类号： E02B9/04 , E21D9/06
CPC分类号： Y02E10/22
摘要： PROBLEM TO BE SOLVED: To provide a structure and a construction method for an intake and discharge channel capable of being simply constructed in comparison with a method for joining a shield tunnel 61 on a lateral surface of a conventional vertical shaft.SOLUTION: A steel box 1 is installed on a sea bottom. A diagonal tube 5 is positioned inside the steel box 1. A sharply-curved shield machine 6 makes an entry into the diagonal tube 5 from under the steel box 1. A temporary cover 51 is attached to an upper end of the diagonal tube 5.
摘要翻译：要解决的问题：提供一种用于与通常的垂直轴的侧面上的屏蔽通道61的接合方法相比较可以简单构造的进排气通道的结构和施工方法。解决方案：钢箱 1安装在海底。对角管5位于钢箱1的内部。急剧弯曲的屏蔽机6从钢箱1下方进入对角管5.临时盖51附接到对角管5的上端。

3. 发明专利

JP2001288756A PILE HEAD TREATMENT METHOD 失效
公开(公告)号：JP2001288756A
公开(公告)日：2001-10-19
申请号：JP2000103947
申请日：2000-04-05
申请人： TAISEI CORP
发明人： FUKUHARA SATORU
IPC分类号： E02B17/00 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide an easy pile head treatment method with high quality. SOLUTION: In the pile head treatment method for connecting a pile head to an upper structure, a pile mounting a bearing material around the pile within a specific distance from the upper end of the pile is driven, a pile head treatment material mounting the reinforcement for the upper structure connecting to the pile by welding it in advance is inserted into a circular plate having an inside diameter larger than an outside diameter of the pile from the pile head, the pile head treatment material is placed on the bearing material, and a concrete for the upper structure is cast to integrate the pile, pile head treatment material and upper structure into a unit.

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