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1. 发明专利

JP2014005634A Anchor re-tensioning system and anchor re-tensioning method 有权
标题翻译：锚固系统和锚固减振方法
公开(公告)号：JP2014005634A
公开(公告)日：2014-01-16
申请号：JP2012141102
申请日：2012-06-22
申请人： Se Corp , 株式会社エスイー
发明人： KOBAYASHI RYOTA , ICHIKAWA MASASHI
IPC分类号： E02D5/80
摘要： PROBLEM TO BE SOLVED: To provide an anchor re-tensioning system and an anchor re-tensioning method for easily mounting a coupler without being affected by any foreign matter adhered to an anchor head.SOLUTION: A re-tensioning anchor system for re-tensioning an anchor installed underground includes: an anchor head formed with a circumferential groove on a side face at the end of the anchor; and a coupler having a cylindrically structured body section and an engagement section which is engaged with the anchor head in the inner periphery of the bottom of the body section at the anchor side. The coupler is configured so as to be separated into two semi-cylindrical pieces, and when the semi-cylindrical pieces are fitted into each other, each of the engagement sections of the semi-cylindrical pieces is engaged with the circumferential groove of the anchor head.
摘要翻译：要解决的问题：提供一种锚固式再张紧系统和锚固式再张紧方法，用于容易地安装耦合器而不受附着到锚头上的任何异物的影响。解决方案：用于再张紧的再张紧锚固系统安装在地下的锚杆包括：在锚的端部的侧面上形成有周向凹槽的锚头; 以及具有圆柱形构造的主体部分和接合部分的联接器，所述接合部分在锚固侧处与主体部分的底部的内周中的锚固头接合。联接器被构造成分成两个半圆柱形件，并且当半圆柱形件相互嵌合时，半圆柱形件的每个接合部分与锚头的周向槽接合。

2. 发明专利

JP2012228632A Desalination apparatus 审中-公开
标题翻译：脱盐装置
公开(公告)号：JP2012228632A
公开(公告)日：2012-11-22
申请号：JP2011096791
申请日：2011-04-25
申请人： Se Corp , 株式会社エスイー
发明人： SAKAMOTO YUICHI
IPC分类号： C02F1/04 , B01D1/00
CPC分类号： Y02A20/128 , Y02W10/37
摘要： PROBLEM TO BE SOLVED: To provide a desalination apparatus which can produce a large amount of fresh water at higher speed compared with the desalination apparatus by the conventional evaporation method.SOLUTION: The desalination apparatus produces fresh water by evaporating raw water to steam and then condensing the steam to fresh water. The desalination apparatus has a raw water tank for storing the raw water and a heater for heating the raw water. The desalination apparatus is constituted of a steam producing part for heating the raw water to produce pressurized steam, a conduit part in which steam is made to flow as a turbulence flow and a condensing part for cooling the steam ejected from the outlet of the conduit part to liquefy the steam to obtain fresh water. The desalination apparatus is characterized in that the turbulence flow state of steam is held till steam ejects from the outlet of the conduit part.
摘要翻译：要解决的问题：提供一种脱盐装置，与通过常规蒸发方法的脱盐装置相比，能够以更高的速度产生大量的淡水。解决方案：淡化装置通过将原水蒸发蒸汽，然后将蒸汽冷凝至淡水，产生淡水。脱盐装置具有用于储存原水的原水槽和用于加热原水的加热器。脱盐装置由用于加热原水以产生加压蒸汽的蒸汽产生部分，使蒸汽作为湍流流动的导管部分和用于冷却从导管部分的出口喷出的蒸汽的冷凝部分使蒸汽液化以获得淡水。脱盐装置的特征在于，保持蒸汽的湍流流动状态，直到蒸汽从导管部分的出口喷出。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2010286057A Base isolation device and rotational inertia addition device 审中-公开
标题翻译：基座隔离装置和旋转加工装置
公开(公告)号：JP2010286057A
公开(公告)日：2010-12-24
申请号：JP2009140732
申请日：2009-06-12
申请人： Saitama Univ , Se Corp , 国立大学法人埼玉大学 , 株式会社エスイー
发明人： SAITO MASATO
IPC分类号： F16F15/02 , F16H33/02
摘要： PROBLEM TO BE SOLVED: To provide a rotational inertia addition device which is easily returnable to the original position.
SOLUTION: The rotational inertia addition device includes an arm 7, a connector 9, a rotation device 11, etc., and converts the relative movement between a support structure and a base isolation object movably supported to the support structure in a horizontal direction into the rotational motion of a rotational mass body 29. The rotational inertia addition device has a rotational friction mechanism (a connector 9). The connector 9 has a first slider 13 pivoted to the support structure, and a second slider 15 pivoted to the support structure to be slidable on the first slider 13 to which the rotation of the first slider 13 is transmitted via the frictional force between the first slider 13 and itself. The connector 9 is provided in the transmission passage of rotation between a surface 9a to be slid and the rotational mass body 29.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种易于返回到初始位置的旋转惯性添加装置。解决方案：旋转惯性添加装置包括臂7，连接器9，旋转装置11等，并且将支撑结构和基部隔离物体之间的相对运动转换成水平地支撑在支撑结构上旋转惯性添加装置具有旋转摩擦机构（连接器9）。连接器9具有枢转于支撑结构的第一滑块13和枢转于支撑结构的第二滑动件15，以在第一滑动件13上滑动，第一滑动件13的旋转通过第一滑动件13之间的摩擦力传递到第一滑动件13。滑块13及其本身。连接器9设置在要滑动的表面9a和旋转质量体29之间的旋转传递通道中。（C）2011，JPO＆INPIT

4. 发明专利

JP2008214990A Basket body and manufacturing method for basket body 有权
标题翻译：篮子身体和制造方法
公开(公告)号：JP2008214990A
公开(公告)日：2008-09-18
申请号：JP2007055163
申请日：2007-03-06
申请人： Kajima Corp , Se Corp , 株式会社エスイー , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , YOSHIKAWA TADASHI , KOTAKI YUTAKA , KUDO YASUSHI
IPC分类号： E02D5/30 , E02D5/58 , E04C5/18
摘要： PROBLEM TO BE SOLVED: To provide an extending and contracting basket body capable of achieving excellent reduction ratio and high strength and to provide a manufacturing method for the basket body by providing a compact, simple, and rotatable connection means in a crossing part of a hoop and a strand and joining the hoop and the connection means mutually by a method other than welding.
SOLUTION: Reinforcing rings 7 having a solid structure are arranged at a predetermined interval at the inner periphery of the strand 5 to restrain bending deformation and twisting deformation of the strand 5 which occur when the basket body 1 is extended and contracted. Since it is unnecessary for a hoop connection means to restrain the bending deformation and the twisting deformation of the strand 5, the hoop and the strand are mutually connected by the simple method other than welding. When the basket body 1 is extended and contracted, the reinforcing rings 7 and the hoop 3 are mutually connected at a predetermined interval like a bamboo blind by a hoop connection member to keep fixed pitch of the hoop 3.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够实现优异的减速比和高强度的延伸收缩篮体，并且通过在交叉部分中提供紧凑，简单且可旋转的连接装置来提供筐体的制造方法通过焊接以外的方法相互连接箍和连接装置。解决方案：具有固体结构的加强环7以预定的间隔布置在绞线5的内周，以抑制当筐体1伸缩时发生的绞线5的弯曲变形和扭曲变形。由于环箍连接装置不需要限制绞合线5的弯曲变形和扭曲变形，所以通过焊接以外的简单方法将环和绞合线相互连接。当筐体1伸缩时，加强环7和箍3以环形连接构件的竹盲形预定间隔相互连接，以保持箍3的固定间距。（C ）2008年，JPO＆INPIT

5. 发明专利

JP2005273317A Spacer for anchor 有权
标题翻译：锚杆分隔器
公开(公告)号：JP2005273317A
公开(公告)日：2005-10-06
申请号：JP2004089066
申请日：2004-03-25
申请人： Se Corp , 株式会社エスイー
发明人： ICHIKAWA MASASHI , KOBAYASHI RYOTA
IPC分类号： E02D5/80 , E04C5/08 , E04C5/12
摘要： PROBLEM TO BE SOLVED: To provide a spacer insertable through a casing and having a restoring property while preventing deviation within a hole of an anchor regarding the spacer for the anchor.
SOLUTION: This spacer 1 for the anchor is composed of a pair of spaced cylindrical grips 2, 2; a plurality of connecting plates 3 laid between the grips and disposed in the circumferential direction of the grips; and a plurality of covering depth restoring plates 4 laid between the grips disposed in the circumferential direction of the grips and each formed with two radially curved parts.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种通过壳体可插入并具有恢复特性的间隔件，同时防止锚固件的孔内锚固件的间隔件偏移。解决方案：用于锚固件的间隔件1由一对间隔开的圆柱形手柄2,2组成; 多个连接板3，其设置在把手之间并沿着手柄的圆周方向设置; 以及多个覆盖深度恢复板4，其设置在沿把手的圆周方向设置的每个形成有两个径向弯曲部分的夹具之间。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2005105539A Load-bearing structure in bridge 有权
标题翻译：桥梁载荷结构
公开(公告)号：JP2005105539A
公开(公告)日：2005-04-21
申请号：JP2003336421
申请日：2003-09-26
申请人： Asahi Engineering Kk , Eko Japan Kk , Se Corp , エコジャパン株式会社 , 朝日エンヂニヤリング株式会社 , 株式会社エスイー
发明人： TOKUNO MITSUHIRO , SAITO FUMIHIRO , TAKESHIMA MASAO
IPC分类号： E01D1/00 , E01D2/00 , E01D2/02
摘要： PROBLEM TO BE SOLVED: To provide a load-bearing structure in a bridge capable of improving its load-bearing force and coping with a bridge girder having large span length effectively in the composite structure bridge girder forming the bridge girder by H steel members and concrete layers.
SOLUTION: This load-proof structure in the bridge is constituted in such a way that it has a girder forming concrete layer 6 placed between upper and lower flanges 3 and 4 of the H steel member 1 forming the bridge girder in the bridge constituted by arranging both ends of the H steel member 1 in the direction of bridge width in parallel while supporting them on a bridge pier 5 by the lower flange 4 to form the bridge girder, it is provided with a tension cable 10 which is extended in the direction of bridge length while buried in the girder forming concrete layer 6 and whose both ends are fixed to both ends in the direction of bridge length of the H steel member 1, a deflection member 11 provided integrally with the H steel member 1 and deflecting the tension cable 10 downward is provided on the halfway of extension length of the tension cable 10, and upward force W2 generated as reaction of tension force W1 of the tension cable 10 is given to the H steel member 1 and the girder forming concrete layer 6 through the deflection member 11.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：在桥梁中提供承重结构，能够有效提高其承载力并在具有大跨度长度的桥梁上有效地在由H钢构成桥梁的复合结构桥梁中有效承载成员和具体层。解决方案：桥梁中的这种承载结构构造成使得其具有形成混凝土层6的梁，该混凝土层6放置在构成桥梁中的桥梁的H钢构件1的上部和下部凸缘3和4之间通过将H钢构件1的两端平行地布置在桥宽度方向上，由下凸缘4支撑在桥墩5上而形成桥梁，由此形成有拉伸线10 桥梁长度方向埋在钢梁混凝土层6中，两端固定在H钢构件1的桥梁长度方向的两端，与H钢构件1整体设置的偏转构件11 张力线缆10向下设置在张力线缆10的延伸长度的中途，并且作为张力线缆10的张力W1的反作用力产生的向上的力W2被提供给H钢构件1和大梁fo 混凝土层6穿过偏转构件11.版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JP2005083072A Joint structure and joint construction method for precast concrete slab 审中-公开
标题翻译：用于预制混凝土板的接头结构和接头结构方法
公开(公告)号：JP2005083072A
公开(公告)日：2005-03-31
申请号：JP2003316649
申请日：2003-09-09
申请人： Advance:Kk , Hokukon Kensetsu Kogyo Kk , Ishikawajima Constr Materials Co Ltd , Ismic:Kk , Izcon Co Ltd , Kcon Kk , Koken Sangyo Kk , Kowa Concrete Kk , Kyowa Concrete Industry Co Ltd , Landes Co Ltd , Maeda Seikan Kk , Maekawa Kensetsu Kk , Marubeni-Itochu Techno Steel Co Ltd , Maruei Concrete Industries Co Ltd , Nalux Corp , Nihon Samicon Co Ltd , Nippon Kaiser Kk , Oriental Construction Co Ltd , Pc Bridge Co Ltd , Se Corp , Shin Nippon Shizai Kk , Shinwa Concrete Kogyo Kk , Showa Concrete Ind Co Ltd , Sumiken Concrete Kogyo Kk , Taisei Ulec Kk , オリエンタル建設株式会社 , ケイコン株式会社 , ピーシー橋梁株式会社 , ホクコン建設工業株式会社 , ランデス株式会社 , 丸栄コンクリート工業株式会社 , 伊藤忠丸紅テクノスチール株式会社 , 住建コンクリート工業株式会社 , 共和コンクリート工業株式会社 , 前川建設株式会社 , 前田製管株式会社 , 大成ユーレック株式会社 , 新和コンクリート工業株式会社 , 新日本資材株式会社 , 日本カイザー株式会社 , 日本サミコン株式会社 , 昭和コンクリート工業株式会社 , 株式会社アドヴァンス , 株式会社イズコン , 株式会社イスミック , 株式会社エスイー , 株式会社ナルックス , 石川島建材工業株式会社 , 興和コンクリート株式会社 , 興建産業株式会社
发明人： FUJII NOBUYUKI , ONOBE RYOICHI , YOSHIDA TATSUYA , KONDO JIRO , GENJI OSAMU , OSAWA HIROSHI , NAKAMURA SADAAKI , HIROSE SHIGEKI , SATO SHIGEO , OSANAWA HIDEKAZU , HIRAYAMA AKIRA
IPC分类号： E01D19/12 , E04B1/04 , E04B5/02
摘要： PROBLEM TO BE SOLVED: To solve the problem that the thickness of a precast concrete (PC) slab is hardly reduced, because a radius of curvature is limited in the case where a round thread-ribbed bar as a joint member is bent in a looped shape, when the thickness of the PC slab is reduced, in terms of a joint structure of the PC slab.
SOLUTION: This joint structure of the PC slab comprises: the PC slabs which are arranged in such an opposed manner that connecting-direction ends face each other; the joint members which are protruded outward along a connecting direction from the ends and which are superposed in a direction orthogonal to the connecting direction; a reinforcing bar which is arranged by being inserted between the joint members, arranged in a superposed state, in the direction orthogonal to the connecting direction; and concrete which is placed and hardened in the connecting part between the PC slabs arranged in the opposed manner. In the joint structure of the PC slab, the joint member, which is a flat bar with a rectangular cross section, is formed in a looped shape.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题为了解决预制混凝土（PC）板坯的厚度几乎不减少的问题，由于在作为接合构件的圆形线状肋条弯曲的情况下，曲率半径受到限制在PC板的接合结构方面，当PC板的厚度减小时，呈环状。解决方案：PC板的这种接合结构包括：以与连接方向端面相对的相对方式布置的PC板; 所述接合构件从端部沿着连接方向向外突出并且在与所述连接方向正交的方向上重叠; 该加强筋通过插入在与连接方向正交的方向上以重叠状态布置的接头构件之间布置; 以及在以相对的方式布置的PC板之间的连接部分中放置和硬化的混凝土。在PC板的接合结构中，作为具有矩形截面的扁棒的接头构件形成为环状。版权所有（C）2005，JPO＆NCIPI

8. 发明专利

JP2004044331A Reaction material for rock bolt 有权
公开(公告)号：JP2004044331A
公开(公告)日：2004-02-12
申请号：JP2002227307
申请日：2002-08-05
申请人： Se Corp , 株式会社エスイー
发明人： IMAEDA YOSHIMOTO , TAKEYA KOJI , KUDO YASUSHI
IPC分类号： E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a reaction body for rock bolts, which is used for a slope-stabilizing method, improves the efficiency of a construction of laying the reaction body on a sloped surface and injecting the reaction body with a grout material, and enables the continuous vegetation of the normal surface.
SOLUTION: The reaction body 1 comprises cylindrical bodies 2 arranged to cross each other with the inner space of each cylindrical body communicating with each other at respective cross points. Holes 2e for discharging a grout material are formed on the grounding surface of each cylindrical body 2, and lid members 3, 3a are provided to close the openings of the cylindrical bodies 2 that are formed on their longitudinal ends, respectively.
COPYRIGHT: (C)2004,JPO

9. 发明专利

JP2003184311A GROUT DEVICE AND GROUTING METHOD 有权
公开(公告)号：JP2003184311A
公开(公告)日：2003-07-03
申请号：JP2001382945
申请日：2001-12-17
申请人： SE CORP
发明人： SUZUKI AKIYOSHI , HIRAYAMA AKIRA , KAWADA HIROSHI
IPC分类号： E01D19/10 , E01D1/00 , E01D2/00 , E01D101/24 , E01D101/26 , E01D101/28 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To provide a grout device and a grouting method capable of preventing such a problem that a grout is absorbed by a vacuum pump for the grout device filling the grout for rustproof treatment of a tension cable in a sheath embedded in a concrete structure. SOLUTION: The grout device 1 for filling the grout by decompressing a grout region of an object intended for grouting by using a grouting device and the vacuum pump provides a grout storage tank 2 between the vacuum pump 22 and the grout region (a). COPYRIGHT: (C)2003,JPO

10. 发明专利

JP2000336616A METHOD AND DEVICE FOR TENSING CABLE 失效
公开(公告)号：JP2000336616A
公开(公告)日：2000-12-05
申请号：JP14973699
申请日：1999-05-28
申请人： SE CORP
发明人： OHASHI WATARU , MINAGAWA TAKU , KIBE HIROSHI
IPC分类号： E01D11/00 , E01D11/04 , E01D19/16 , F16G11/12
摘要： PROBLEM TO BE SOLVED: To provide a compact cable tensing method capable of facilitating the jack work in a narrow space and capable of facilitating the handling thereof in relation to a method of tensing a cable stretched between fixed parts of a diagonal tension bridge with a jack. SOLUTION: Ram chair divided bodies 12a, 12b divided into two nearly semi-spherical shapes are assembled into a ring-like ram chair 12, and one end of a jack 14 is fixed onto the ram chair, and plural jacks are fitted in the circumferential direction, and a jack shim 15 divided into two nearly semi- spherical shapes is fitted to the other end of the jack 14 so as to be formed into a ring-shape. Furthermore, the jack shims are fitted while being laminated in plural stages, and a tensile nut 16 and a tensile coupler 17 to be engaged with an anchor head 3 are fitted to the jack shim, and the jack 14 is operated so that the anchor head 3 is pulled for tension by the jack force through the tensile nut 16 and the tensile coupler 17.

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