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1. 发明专利

JP2013159895A Disaster prevention system for tsunami 有权
标题翻译： TS灾害预防系统
公开(公告)号：JP2013159895A
公开(公告)日：2013-08-19
申请号：JP2012019797
申请日：2012-02-01
申请人： Toa Grout Kogyo Co Ltd , 東亜グラウト工業株式会社 , Yoshika Engineering Kk , 吉佳エンジニアリング株式会社
发明人： OOKA YUZO , TANIGUCHI FUSAICHI , OOKA SHINKICHI
IPC分类号： E02B1/00
摘要： PROBLEM TO BE SOLVED: To provide measures against tsunami that can be structured early.SOLUTION: There is provided a disaster prevention system for tsunami characterized by installing a guard fence 10 for tsunami in a predicted area that tsunami passes through, the guard fence 10 including: a plurality of columns 12-1 to 12-n stood on a ground surface at predetermined intervals in a direction substantially orthogonal to a predicted direction in which waves flow at occurrence of tsunami; and a high-strength net body 14 supported and stretched by the plurality of columns 12-1 to 12-n.
摘要翻译：要解决的问题：可以提前制定海啸措施。解决方案：提供了一个海啸预防系统，其特点是在海啸通过的预测区域安装海啸防护栏10，其中护栏10包括：多个列12-1〜12-n以与发生海啸时的波预测方向大致正交的方向，以规定的间隔放置在地面上; 以及由多个列12-1至12-n支撑和拉伸的高强度网体14。

2. 发明专利

JP2013079520A Device for cutting inner wall of concrete pipe 有权
标题翻译：用于切割混凝土管内壁的装置
公开(公告)号：JP2013079520A
公开(公告)日：2013-05-02
申请号：JP2011219898
申请日：2011-10-04
申请人： Sky Arc:Kk , 株式会社スカイ・アーク , J P Ii Kk , ジェーピーイー株式会社 , Toa Grout Kogyo Co Ltd , 東亜グラウト工業株式会社
发明人： ONISHI KIYOSHI , KUMAKI TSUNEO , OOKA SHINKICHI
IPC分类号： E03F7/00 , E21D11/04 , F16L55/18
摘要： PROBLEM TO BE SOLVED: To provide a device for cutting an inner wall of a concrete pipe, which can cut the inner wall even when a joint of the concrete pipe is bent or forms a gap or a step.SOLUTION: A device for cutting an inner wall of a concrete pipe includes a cutter unit 10 for cutting the inner wall W, and a rotation prevention unit 30 for preventing rotation of the cutter unit 10. The cutter unit 10 includes a motor 11 which is arranged in such a manner that a shaft 12 is positioned in parallel with a traveling direction, an arm 16 which is elongated to the radial outside from the shaft 12 and inclined backward with respect to the traveling direction, and a cutting blade 18 which is attached to the arm 16. Even when a joint J of the concrete pipe C is bent or forms a gap, the cutting blade 18 can continue the cutting of the inner wall W without being caught in an end surface of the concrete pipe C.
摘要翻译：要解决的问题：提供一种用于切割混凝土管的内壁的装置，即使当混凝土管的接头弯曲或形成间隙或台阶时，其也可切割内壁。解决方案：一种用于切割混凝土管内壁的装置包括用于切割内壁W的切割器单元10和用于防止切割器单元10旋转的防旋转单元30.切割器单元10包括马达 11，其布置成使得轴12与行进方向平行地定位;臂16，其从轴12延伸到径向外侧并相对于行进方向向后倾斜;以及切割刀片18 即使当混凝土管C的接头J弯曲或形成间隙时，切割刀片18可以继续切割内壁W而不会被夹在混凝土管C的端面。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2013040477A Connection structure of sewer pipe and intermediate structure 有权
标题翻译：连接管和中间结构的连接结构
公开(公告)号：JP2013040477A
公开(公告)日：2013-02-28
申请号：JP2011177381
申请日：2011-08-15
申请人： Toa Grout Kogyo Co Ltd , 東亜グラウト工業株式会社
发明人： OOKA SHINKICHI , KITAJIMA HISASHI , CHO MITSUYOSHI
IPC分类号： E02D29/12 , E03F5/02
摘要： PROBLEM TO BE SOLVED: To provide a connection structure of a sewer pipe and an intermediate structure which can protect a sewer pipe and an intermediate structure even when crustal movement, such as an earthquake, occurs.SOLUTION: In a connection structure 10 of a sewer pipe 52 and an intermediate structure 50 such as a manhole and a basin where the sewer pipe 52 and the intermediate structure 50 are connected so that the bottom inner wall 52a of the sewer pipe 52 is flush with the surface of a groove 50b formed in an intermediate structure bottom 50a, a predetermined width of a clearance part 12 having a depth larger than a thickness of the sewer pipe 52 is formed in the vicinity of a butting part of the intermediate structure bottom 50a against which the end surface 52a of the sewer pipe 52 butts.
摘要翻译：要解决的问题：即使发生诸如地震的地壳运动，也可以提供下水管和中间结构的连接结构，该结构可以保护下水管和中间结构。解决方案：在下水道管52和诸如人孔和盆地的中间结构50的连接结构10中，其中下水道管52和中间结构50连接，使得下水道管的底部内壁52a 52与形成在中间结构底部50a中的槽50b的表面齐平，在中间体的对接部分附近形成有深度大于下水道管52的厚度的间隙部12的预定宽度结构底部50a，下水道管52的端面52a与其对接。版权所有（C）2013，JPO＆INPIT

4. 发明专利

JP2005214958A Pipe bore diameter measuring device 有权
标题翻译：管道直径测量装置
公开(公告)号：JP2005214958A
公开(公告)日：2005-08-11
申请号：JP2004058161
申请日：2004-02-02
申请人： Intes Co Ltd , Tms Nishi Nippon:Kk , Toa Grout Kogyo Co Ltd , 有限会社インテス , 東亜グラウト工業株式会社 , 株式会社Tms西日本
发明人： SATO TOSHIAKI , KAMIIDE AKIRA , TANIMURO HIROHISA , OOKA SHINKICHI
IPC分类号： G01B5/12
摘要： PROBLEM TO BE SOLVED: To provide a pipe bore diameter measuring device capable of directly measuring a change (change quantity) in pipe bore diameter through a displacement gauge, performing accurate measurement regardless of the magnitude of the displacement quantity, and being effectively applied to, particularly, bore diameter measurement of an existing conduit with relatively large bore diameter change, for example, an existing sewage conduit with minor bore diameter.
SOLUTION: This device comprises a body part set on the axial line within a pipe of measuring object; a centering means for regularly holding the body part on the axial line within the pipe; a plurality of contacts arranged in a plurality of positions on the circumference of the body part; holding and pressing means protruded radially (in pipe diameter direction) from a plurality of positions on the body part, each of the means independently holding each contact to be linearly movable in the pipe diameter direction in the protruded state, and independently pressing the contact to the pipe inner surface in an optionally moved position; a plurality of displacement gauges set on the body part so that measuring parts are linearly movable in the pipe axial direction; and a movement transmitting means linearly moving the measurement parts of the displacement gauges by a quantity corresponding to the linear moving quantity in the pipe diameter direction according to the linear movement of the contacts in the pipe diameter direction.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够通过位移计直接测量管径直径的变化（变化量）的管内径测量装置，无论位移量的大小如何，都能进行准确的测量，并且有效地特别适用于具有相对较大的孔径变化的现有管道的孔径测量，例如具有较小孔径的现有污水管道。解决方案：该装置包括设置在测量对象管内的轴线上的主体部分; 定心装置，用于在管道内的轴线上规则地保持主体部分; 布置在所述主体部分的圆周上的多个位置中的多个触点; 保持压制装置从主体部分的多个位置沿径向（沿管径方向）突出，每个单独保持每个接触件的装置在突出状态下沿管径方向线性移动，并且独立地将接触件按压到管内表面处于任选移动位置; 设置在所述主体部上的多个位移计，使得测量部在所述管轴方向上能够直线移动; 以及运动传递装置，根据所述接触件在所述管径方向上的线性运动，将所述位移计的测量部件线性地移动与所述管径方向上的线性移动量相对应的量。版权所有（C）2005，JPO＆NCIPI

5. 发明专利

JP2005214246A Repairing cover 有权
标题翻译：修理盖
公开(公告)号：JP2005214246A
公开(公告)日：2005-08-11
申请号：JP2004019511
申请日：2004-01-28
申请人： Toa Grout Kogyo Co Ltd , 東亜グラウト工業株式会社
发明人： OOKA SHINKICHI , KITAJIMA HISASHI
IPC分类号： F16L58/02 , F16L55/16
摘要： PROBLEM TO BE SOLVED: To provide a repairing cover 10 that can be more stably installed in existing piping 1 while facilitating the installation in the existing piping 1. SOLUTION: The repairing cover 10 has a cylinder 21 comprising a plate member cylindrically curved to oppose a base edge and a terminal edge thereof, an annular elastic member 11 fitted about the cylinder 21 and fitted between an outer circumference of the cylinder 21 and an inner pipe circumference 2 of the existing piping 1, and a pair of radial expansion members 31 interposed between the base edge 24 and the terminal edge 25 and moved from a generator middle portion to both generator end portions on the cylinder 21 to move the base edge 24 and the terminal edge 25 in circumferentially spacing directions and thus expand the cylinder 21 radially. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供可以更加稳定地安装在现有管道1中的修理盖10，同时便于安装在现有的管道1中。解决方案：修理盖10具有包括板的圆筒21 圆柱形弯曲成与基座边缘及其末端相对的圆筒状的圆筒21的圆周方向的圆环状的弹性构件11，配置在气缸21的外周与现有配管1的内管圆周2之间的一对径向膨胀构件31插入在基部边缘24和端子边缘25之间并且从发生器中间部分移动到气缸21上的两个发电机端部，以使基部边缘24和端子边缘25在周向间隔方向上移动，从而使圆筒21径向。版权所有（C）2005，JPO＆NCIPI

6. 发明专利

JP2003033970A Lining member for reconditioning conduit and method for reconditioning conduit utilizing the member 有权
标题翻译：用于重新配置管道的内件和用于使用会员重新连接的方法
公开(公告)号：JP2003033970A
公开(公告)日：2003-02-04
申请号：JP2001224308
申请日：2001-07-25
申请人： Toa Grout Kogyo Co Ltd , 東亜グラウト工業株式会社
发明人： OOKA SHINKICHI , CHO MITSUYOSHI
IPC分类号： F16L58/10 , B29C63/34 , B29L23/00 , F16L1/00 , F16L11/10
摘要： PROBLEM TO BE SOLVED: To rapidly solidifying a lining member for reconditioning conduit, which is inserted into the conduit to be closely adhered to the peripheral face in the conduit, when an existing conduit in a drain or the like is reconditioned.
SOLUTION: The lining member for reconditioning conduit is made to contain both photosetting resin and thermosetting resin.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：当在排水管等中的现有导管被修复时，快速凝固插入到导管中的管道的衬管构件以紧密地粘附到导管中的周面。解决方案：用于修复管道的衬里构件被制成包含光固性树脂和热固性树脂。

7. 发明专利

JP2013040469A Pipeline structure and construction method, sleeve and method for manufacturing sleeve 有权
标题翻译：管道结构与结构方法，套筒及其制造方法
公开(公告)号：JP2013040469A
公开(公告)日：2013-02-28
申请号：JP2011176908
申请日：2011-08-12
申请人： Toa Grout Kogyo Co Ltd , 東亜グラウト工業株式会社 , Sekisui Chem Co Ltd , 積水化学工業株式会社
发明人： OOKA SHINKICHI , CHO MITSUYOSHI , IMAGAWA AKIRA
IPC分类号： E03F3/04 , F16L1/00 , F16L9/19 , F28D7/10 , F28D7/16
摘要： PROBLEM TO BE SOLVED: To provide a pipeline structure capable of utilizing heat of water flowing inside a pipeline, a construction method of the pipeline structure, a sleeve, and a method for manufacturing the sleeve.SOLUTION: In a pipeline structure, a cylindrical body C having an inner peripheral surface on which water flows is formed inside an existing pipe B, and a passage way D circulating a heat exchange medium is formed nearer the existing pipe side than the inner peripheral surface of the cylindrical body and in the longitudinal direction. A representative sleeve A is the sleeve A consisting of a synthetic resin arranged inside the existing pipe B configuring a pipeline through which water flows and in the longitudinal direction of the existing pipe, and having an outer peripheral surface 1a having an outer shape corresponding to the inner shape of the existing pipe B and an inner peripheral surface 1b on which water flows. Holes 4 becoming circulation passages are formed between the outer peripheral surface 1a and the inner peripheral surface 1b and in the longitudinal direction. The synthetic resin configuring the sleeve A is a thermoplastic resin. The holes 4 are formed in a portion corresponding to a part where water flows. A plurality of holes 4 are formed.
摘要翻译：要解决的问题：提供一种能够利用在管道内流动的水的热量的管道结构，管道结构的构造方法，套筒和用于制造套筒的方法。解决方案：在管道结构中，在现有管道B的内部形成具有水流动的内周面的圆筒体C，并且在现有的管道侧形成循环热交换介质的通道D比圆柱体的内周面并且在纵向方向上。代表性套筒A是套筒A，其由合成树脂构成，该合成树脂布置在现有管道B内部，构成水流动的管道，并且沿着现有管道的纵向方向，并且具有外周表面1a，其具有与现有管道B的内部形状和水流过的内周面1b。在外周面1a和内周面1b之间以及纵向方向形成有成为循环通道的孔4。构成套筒A的合成树脂是热塑性树脂。孔4形成在与水流动的部分对应的部分。形成多个孔4。版权所有（C）2013，JPO＆INPIT

8. 发明专利

JP2008101655A Repairing structure of sewerage system and repairing method of sewerage system 审中-公开
标题翻译：修复缝合系统的结构和修复方法
公开(公告)号：JP2008101655A
公开(公告)日：2008-05-01
申请号：JP2006282817
申请日：2006-10-17
申请人： S G C Gesuido Center Kk , Toa Grout Kogyo Co Ltd , エスジーシー下水道センター株式会社 , 東亜グラウト工業株式会社
发明人： OOKA SHINKICHI , HINUMA FUMITO
IPC分类号： F16L1/00 , E03F7/00
摘要： PROBLEM TO BE SOLVED: To repair a boundary part with other system parts from the total viewpoint while having an attachment tube as the center in repair of a sewerage system having an attachment tube repairing member in the attachment tube; and to secure water-tightness in the boundary part.
SOLUTION: The repairing structure of the sewerage system includes the tubular attachment tube repairing member 20 introduced along a shape of the attachment tube 10, and a main tube/attachment tube boundary part repairing member 50 capable of being installed in the boundary part of a sewerage main tube 12 and the attachment tube 10 and having a main tube side part abutted against an inner peripheral surface of the main tube 12 and an attachment tube side part abutted against an inner peripheral surface of the attachment tube which are integrally formed, and an inner peripheral surface prescribed area of an end of the attachment tube repairing member 20 on the main body 12 side is an adhesiveness improved area (P), and the main tube/attachment tube boundary part repairing member 50 has a form capable of being water-tightly installed in the adhesiveness improved area of the attachment tube repairing member 20.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：在整体观点上修复与其他系统部件的边界部分，同时在附接管中具有附接管修复构件的污水系统的修理中以附件管为中心; 并确保边界部分的水密性。解决方案：污水系统的修理结构包括沿着连接管10的形状引入的管状安装管修复构件20和能够安装在边界部分中的主管/附接管边界部修复构件50 排水管主管12和安装管10，并且具有与主管12的内周面抵接的主管侧部和与该连接管的内周面邻接的连接管侧部，并且主体12侧的安装管修复构件20的端部的内周面规定区域是粘合性改善区域（P），主管/安装管边界部件修复构件50具有能够水密地安装在附着管修复构件20的粘合性改善区域中。版权所有（C）2008，JPO＆INPIT

9. 发明专利

JP2006329383A System and method for diagnosing pipe conduit 审中-公开
标题翻译：用于诊断管道管道的系统和方法
公开(公告)号：JP2006329383A
公开(公告)日：2006-12-07
申请号：JP2005157030
申请日：2005-05-30
申请人： Pentafu Kk , Sekisui Chem Co Ltd , Toa Grout Kogyo Co Ltd , ペンタフ株式会社 , 東亜グラウト工業株式会社 , 積水化学工業株式会社
发明人： TAKAMI KOZO , OOKA SHINKICHI , GOTO KIYOSHI
IPC分类号： F17D5/02
摘要： PROBLEM TO BE SOLVED: To contribute to a rational improvement of a pipe conduit facility by comprehensively evaluating the pipe conduit by diagnosing the pipe conduit for each section on the basis of the results of the qualitative inspection by visual inspection or by a TV camera and those of the quantitative inspection by equipment or the like after dividing the pipe conduit of an existing pipe into sections.
SOLUTION: The system for diagnosing a pipe conduit is provided with a first totalizing means 11 for totalizing each inspection result of the qualitative inspection and the quantitative inspection for each member constituting the section and for writing the totalization results in a first totalization table 22, and a second totalizing means 12 for totalizing the totalization results in the first totalization table 22 regarding the entire section and for writing the totalization results in a second totalization table 23. A diagnosis means 13 diagnoses the improvement type, emergency type, and improvement order regarding the section on the basis of the totalization results of the entire section totalized by the second totalizing means 12 and specific diagnostic criteria.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：通过根据目视检查或电视机的定性检查结果，对每个部分的管道进行诊断，对管道进行综合评估，有助于合理改进管道设施相机，以及将现有管道的管道分割成多个部件后，通过设备等的定量检查。
解决方案：用于诊断管道的系统设置有第一累计装置11，用于对构成该部分的每个成员的定性检查和定量检查的每个检查结果进行累加，并将总计结果写入第一合计表 22，以及第二累积装置12，用于对第一累积表22中的整个部分进行累加，累积结果，并将累计结果写入第二累积表23.诊断装置13诊断改进类型，紧急类型和改进根据由第二累积手段12累积的整个部分的总计结果的基于该部分的命令和具体诊断标准。版权所有（C）2007，JPO＆INPIT

10. 发明专利

JP2014156766A Floatation prevention structure and method of manhole 审中-公开
标题翻译：浮标预防结构和方法
公开(公告)号：JP2014156766A
公开(公告)日：2014-08-28
申请号：JP2013213051
申请日：2013-10-10
申请人： Toa Grout Kogyo Co Ltd , 東亜グラウト工業株式会社
发明人： OOKA SHINKICHI , KONISHI YASUHIKO , KITAJIMA HISASHI
IPC分类号： E02D29/12 , E02D5/80
摘要： PROBLEM TO BE SOLVED: To prevent floatation by fixing a manhole to the natural ground.SOLUTION: A structure is provided for preventing the floatation of a manhole 1 buried in the ground, and is arranged in a substantially horizontal direction or obliquely downward by penetrating through a through-hole 2 formed in a sidewall of the manhole 1, and the tip 3a is fixed to the natural ground C of the manhole outer periphery, and the rear end 3b is installed on the sidewall of the manhole 1 via an installation member 4, and also has a support member 3 arranged in a position for avoiding a pipe conduit B connected to the manhole 1. The support member 3 is arranged in a plurality at a substantially equal angle interval on the periphery with the center of the manhole as the center. A hardened grout material is arranged around the support member 3 and in a part corresponding to a back-filling sand layer D and the natural ground C. An elastic material 6 is filled in the through-hole 2.
摘要翻译：要解决的问题：通过将人孔固定到自然地面来防止漂浮。解决方案：提供一种用于防止埋在地面中的人孔1浮起的结构，并且通过穿透而布置在基本上水平的方向或倾斜向下形成在人孔1的侧壁中的通孔2，并且尖端3a固定到人孔外周的自然地面C，后端3b经由安装构件4安装在人孔1的侧壁上，并且还具有布置在用于避免连接到人孔1的管道B的位置的支撑构件3.支撑构件3以与人孔的中心相邻的周边上以大致相等的角度间隔布置成多个中央。在支撑构件3周围以及对应于后填充砂层D和自然地面C的部分中布置有硬化的浆料。弹性材料6填充在通孔2中。

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