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1. 发明专利

JP2009114726A Bank fall prevention method 有权
标题翻译：银行预防方法
公开(公告)号：JP2009114726A
公开(公告)日：2009-05-28
申请号：JP2007288514
申请日：2007-11-06
申请人： Giken Kogyo Kk , Yuji Nakano , Nippon Chiko Co Ltd , Ohta Geo-Research Co Ltd , Sanyu Kk , 三祐株式会社 , 裕司中野 , 技研興業株式会社 , 日本地工株式会社 , 有限会社太田ジオリサーチ
发明人： NAKANO YUJI , ABE TAKAHIRO , MARUYAMA HIDETOSHI , FURUBE SATORU , OTA HIDEMASA
IPC分类号： E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a bank fall prevention method for ensuring fall prevention effect of a surface layer of a bank over a long time by employing a simple method.
SOLUTION: The bank fall prevention method is provided for preventing fall of the slope surface layer of the bank by using a plurality of anchors set on the bank and a plurality of pressure receiving plates each connected to a proximal end of the anchor. The method is composed of a step of penetrating the anchors into the bank and settling the same to the ground, and a step of tightly clamping the pressure receiving plates set at the proximal end of the anchors to harmonize the pressure receiving plates with the natural ground. Thus the pressure receiving plates each having obtained reaction from the anchor, function to wait for deformation of clod of the bank slope surface layer and to support the same.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过简单的方法确保堤岸的表面层的防坠落效果的堤防防止方法。解决方案：提供堤防坠落防止方法，用于通过使用设置在堤岸上的多个锚固体和各自连接到锚的近端的多个压力接收板来防止堤岸的倾斜表面层的下落。该方法包括将锚杆穿入堤岸并将其沉降到地面上的步骤，以及紧紧夹紧设置在锚固件近端处的压力接收板以将压力接收板与天然地面协调的步骤。因此，每个已经从锚获得反应的压力接收板的功能是等待堤坡面层的粘土的变形并支撑其。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2006125006A Construction method for reinforcing bank of river 审中-公开
标题翻译：钢筋加固施工方法
公开(公告)号：JP2006125006A
公开(公告)日：2006-05-18
申请号：JP2004313170
申请日：2004-10-27
申请人： Ohta Geo-Research Co Ltd , 有限会社太田ジオリサーチ
发明人： OTA HIDEMASA , KASHIWAGUMA SEIJI
IPC分类号： E02B3/10 , E02D17/18
摘要： PROBLEM TO BE SOLVED: To prevent the erosion/failure of a bank from being caused by an overflow in a flood, in a section wherein it is feared that the failure of the bank may be caused by the flood.
SOLUTION: In this construction method, a reinforcing material for preventing the movement/outflow of sediment is continuously preplaced in the bank along the bank, and the outflow of bank fill is inhibited from being caused by flowing water overflowing due to the flood, so that the bank can be reinforced.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了防止银行的侵蚀/破坏是由于洪水中的溢出引起的，在担心银行的故障可能由洪水引起的部分中。解决方案：在这种施工方法中，用于防止沉积物的移动/流出的增强材料沿着堤岸连续地放置在堤岸中，并且由于洪水而流出的水溢出而阻止堤坝的流出，使银行得到加强。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2004332765A Unevenly machined screw joint 有权
标题翻译：未经加工的螺丝接头
公开(公告)号：JP2004332765A
公开(公告)日：2004-11-25
申请号：JP2003125450
申请日：2003-04-30
申请人： Ohta Geo-Research Co Ltd , 有限会社太田ジオリサーチ
发明人： OTA HIDEMASA , KASHIWAGUMA SEIJI
IPC分类号： F16L15/00
摘要： PROBLEM TO BE SOLVED: To provide a joint which is formed without threading, and advantageous for the machining labor and the cost without impairing the strength of a tube or reducing the rust-proof effect.
SOLUTION: A screw joint has unevenness in a part of a tube in a spirally deformed manner. In a conventional technology, tubes are connected to each other by threading end parts of the tubes. By using this system, no threading is required. This system is advantageous in time and economy, and handy in the connection work equivalent to the connection by threading. The strength of the joint is enhanced, and maintenance of a rust-proof film is expected, and the joint of excellent quality is provided.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种没有穿线形成的接头，并且有利于机械加工和成本，而不损害管的强度或降低防锈效果。解决方案：螺旋接头在管的一部分中以螺旋形变形的方式具有不均匀性。在传统技术中，管通过穿过管的端部彼此连接。通过使用该系统，不需要线程。该系统在时间和经济性上是有利的，并且在通过线程相当于连接的连接工作中方便。提高了接头的强度，可以预期保护防锈膜，提供优质的接头。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2007154575A Earthquake resistance structure 有权
标题翻译：地震电阻结构
公开(公告)号：JP2007154575A
公开(公告)日：2007-06-21
申请号：JP2005353717
申请日：2005-12-07
申请人： Seiji Kashiwaguma , Ohta Geo-Research Co Ltd , 有限会社太田ジオリサーチ , 誠治柏熊
发明人： OTA HIDEMASA , KASHIWAGUMA SEIJI
IPC分类号： E02D31/08 , E02D3/10 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To reinforce an existing filled ground without demolishing the existing filled ground and prevent liquefaction phenomenon from being caused even when earthquake or the like occurs.
SOLUTION: A number of tubular members 4 having at least one opened end and a number of holes formed in a longitudinal direction are inserted in a longitudinal direction (in the direction of an arrow X) of the filled ground 2 from above the filled ground 2 with the opened end upward, and a number of the tubular members 4 are arranged in line in a columnar shape to form a group 7 of the tubular members. A plurality of groups 7 of the tubular members are closely arranged in a horizontal direction (in the direction of an arrow Y) of the filled ground 2 and a tubular member block 8 is formed by the plurality of the groups 7 of the tubular members. A plurality of the tubular member blocks 8 are arranged in a horizontal direction of the filled ground 2 with a predetermined separating distance T. The filled ground 2 is divided into a plurality of clod areas 9 by the tubular member blocks 8.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了加强现有的填充地面，而不会破坏现有的填充地面，并防止即使发生地震等也会引起液化现象。解决方案：具有沿长度方向形成的至少一个开口端和多个孔的多个管状构件4从填充地面2的上方沿纵向方向（沿箭头X的方向）插入填充地面2，其开口端向上，并且多个管状构件4成直线排列成柱状，以形成管状构件的组7。管状构件的多个组7在填充地面2的水平方向（沿箭头Y的方向）上紧密地布置，并且管状构件块8由管状构件的多个组7形成。多个管状构件块8以预定的分隔距离T布置在填充地面2的水平方向上。填充地面2通过管状构件块8分成多个槽区9。（C）2007，JPO＆INPIT

5. 发明专利

JP2006188940A Earthquake resistant structure 有权
标题翻译：地震抗震结构
公开(公告)号：JP2006188940A
公开(公告)日：2006-07-20
申请号：JP2005226267
申请日：2005-08-04
申请人： Ohta Geo-Research Co Ltd , 有限会社太田ジオリサーチ
发明人： OTA HIDEMASA , KASHIWAGUMA SEIJI
IPC分类号： E02D27/34 , E02D3/10 , E02D31/06
摘要： PROBLEM TO BE SOLVED: To provide an earthquake resistant structure which can positively prevent liquefaction of the ground and collapse of a slope, and facilitates construction thereof in an existing mound or in the natural ground, and to provide an earthquake resisting method. SOLUTION: The earthquake resistant structure is implemented by driving drain pipes 2 each having a number of holes 4 formed therein along a longitudinal direction and having one end thereof almost acutely closed as a closed section 5, into the ground 1. By virtue of ground compaction effect due to driving of the drain pipes 2 into the ground 1, the strength of the drain pipes 2 per se, and the draining function of the drain pipes 2 per se, liquefaction of the ground at the time of an earthquake or local severe rain, collapse of the slope, etc. can be prevented. Further each drain pipe 2 is coated with Zn-Al-Mg-based plating, and therefore the drain pipe positively exerts anti-corrosive function. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够可靠地防止地面液化和斜坡坍塌的抗震结构，并且有助于在现有的土堆或天然地面中的构造，并提供抗震方法。解决方案：抗震结构通过驱动排水管2实现，排水管2具有沿着纵向形成在其中的多个孔4，并且其一端作为封闭区域5几乎急剧地关闭到地面1中。由此由于将排水管2驱动到地面1中的地面压实效应，排水管2本身的强度以及排水管2本身的排水功能，地震时地面液化，或可以防止局部严重雨水，坡度倒塌等。此外，每个排水管2涂覆有Zn-Al-Mg基镀层，因此排水管积极地发挥防腐蚀功能。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2003027491A Method of restricting slope failure by heterogeneously arranging resisting body in unstable ground distributed on slope 有权
标题翻译：通过在斜坡上分布的不稳定地面中异质结构的静电体来限制斜率失效的方法
公开(公告)号：JP2003027491A
公开(公告)日：2003-01-29
申请号：JP2001220976
申请日：2001-07-23
申请人： Ohta Geo-Research Co Ltd , 有限会社太田ジオリサーチ
发明人： OTA HIDEMASA
IPC分类号： E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a method of restricting slope failure measures by utilizing a strength originally possessed by the ground, since a soft layer is formed by the influence of underground water flow or the like at the boundary portion between the bedrock (fixed layer) and colluvial sediment layer at the natural slope surface and a main sliding surface is formed thereby it passes through the colluvial sediment layer having a relatively high strength, when the sliding surface rises to the ground surface,and thus the slope failure measure must be considered by utilizing the strength originally possessed by the ground.
SOLUTION: A collapsing block is divided into smaller pieces, by arranging resistive body heterogeneously inside the slope, and a shear failure plane is induced to the block boundary portion by creating different sliding behavior between blocks. A new failure surface induced becomes a part of the sliding surface inside the colluvial sediment layer, having a relatively higher strength, as compared to the sliding surface formed in a soft layer and offers an effect of improving a means sliding surface strength inside a block and the stabilization is also improved.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：通过利用地面原有的强度来提供限制斜坡破坏措施的方法，因为在基岩（固定层）之间的边界部分由地下水流等的影响形成软层）和自然斜坡表面的积雪沉积层，形成主滑动面，当滑动面上升到地面时，其通过具有较高强度的冲积沉积层，因此必须考虑坡度破坏措施利用地下原有的力量。解决方案：通过在斜坡内部不均匀地布置电阻体，将塌陷块分成较小的块，并通过在块之间产生不同的滑动行为，将剪切破坏平面引入块边界部分。与软质层中形成的滑动表面相比，引起的新的失效表面成为冲积沉积层内部的滑动表面的一部分，具有相对较高的强度，并且具有提高块内块状物的滑动表面强度的作用，稳定性也得到改善。

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