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1. 发明专利

JP2010066154A Method for mounting sensor element to concrete structure and method for inspecting quality of concrete structure 有权
标题翻译：传感器元件安装混凝土结构的方法和检查混凝土结构质量的方法
公开(公告)号：JP2010066154A
公开(公告)日：2010-03-25
申请号：JP2008233484
申请日：2008-09-11
申请人： Akebono Brake Ind Co Ltd , Maeda Corp , Toyo Constr Co Ltd , 前田建設工業株式会社 , 曙ブレーキ工業株式会社 , 東洋建設株式会社
发明人： SAKAI TAKASHI , KANEKO MINORU , YASUDA MASAYUKI , SUEOKA EIJI , ARAKANE NAOKI , SHIRANE YUJI , FUNAHASHI MASASHI , MINAMI KOSUKE
IPC分类号： G01N29/00 , G01B17/00 , G01N29/04
摘要： PROBLEM TO BE SOLVED: To obtain a method for mounting a sensor element to a concrete structure and a method for properly inspecting quality of a concrete structure for existing concrete structures.
SOLUTION: A rodlike reinforcement 7 with sensor elements 10A, 10B, 10C mounted thereon, in which electrical energy and mechanical energy are convertibly converted, is previously prepared, and the reinforcement 7 with the sensor elements 10A, 10B, 10C mounted thereon is inserted into a small diameter hole 5 that is bored into an existing concrete structure 3 and thereafter the small diameter hole 5 is filled with a filler 3a. Mechanical vibration, in the condition that an oscillator 11 is brought into contact with the outside surface of the concrete structure 3, is generated by applying an oscillating signal to the oscillator 11. With this mechanical vibration, an elastic wave propagating in the concrete is detected by the sensor elements 10A, 10B, 10C, as a received vibration signal. The quality of the concrete structure 3 is inspected by calculating the propagation speed of the elastic wave from the phase difference between the oscillated signal and the received vibration signal determined in that case.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：获得用于将传感器元件安装到混凝土结构的方法和用于正确检查现有混凝土结构的混凝土结构的质量的方法。解决方案：预先制备安装有电能和机械能可转换的传感器元件10A，10B，10C的棒状加强件7，并且安装有传感器元件10A，10B，10C的加强件7 插入到现有的混凝土结构3中的小径孔5中，之后，填充有填充物3a。通过向振荡器11施加振荡信号，在振荡器11与混凝土结构体3的外表面接触的条件下产生机械振动。通过这种机械振动，检测到在混凝土中传播的弹性波通过传感器元件10A，10B，10C作为接收到的振动信号。通过从振荡信号和在该情况下确定的接收到的振动信号之间的相位差计算弹性波的传播速度来检查具体结构3的质量。版权所有（C）2010，JPO＆INPIT

2. 发明专利

JP2015025314A プレキャストコンクリート躯体の構築方法有权
标题翻译：预制混凝土的施工方法
公开(公告)号：JP2015025314A
公开(公告)日：2015-02-05
申请号：JP2013156285
申请日：2013-07-29
申请人：正行浜原 , Masayuki Hamahara , 正行浜原 , オリエンタル白石株式会社 , Oriental Shiraishi Corp , 極東鋼弦コンクリート振興株式会社 , Kyokuto Kogen Concrete Shinko Co Ltd , 大日本土木株式会社 , Dai Nippon Construction , 大豊建設株式会社 , Daiho Constr Co Ltd , 東洋建設株式会社 , Toyo Constr Co Ltd , 飛島建設株式会社 , Tobishima Corp , 株式会社Nippo , Nippo Corp , 株式会社富士ピー・エス , Fuji Ps Corp , 前田建設工業株式会社 , Maeda Corp , 三井住友建設株式会社 , Sumitomo Mitsui Construction Co Ltd
发明人： HAMAHARA MASAYUKI , YAMAGUCHI SHO , NAWATA MASAMI , KATO TAKEHIKO , KUMADA MASAKANE , MINAGAWA SHIGERU , ARAKANE NAOKI , HORINOUCHI RYO , MUTOU YASUO , TANAKA YASUCHIKA , HORI SHINSUKE , EGASHIRA HIROSHI
IPC分类号： E04B1/22
摘要：【課題】プレストレスによる二次応力の影響を考慮することなく容易に設計することが可能なプレキャストコンクリート躯体の構築方法を提供する。【解決手段】複数の柱10の上面に接合された接合部材30間に梁20を架設させたプレキャストコンクリート躯体の構築方法において、少なくとも接合部材30から梁20に亘りPC鋼材を配置するとともにこれを緊張させることにより、梁20の長手方向に向けてプレストレスを導入し、その後柱10と接合部材30との間に経時硬化性材を充填固化することによりこれらを互いに接合することを特徴とする。【選択図】図1
摘要翻译：要解决的问题：提供一种预制混凝土骨架的施工方法，其可以容易地设计而不考虑由预应力引起的二次应力的影响。解决方案：在预制混凝土骨架的施工方法中，其中梁 20连接在与多个塔10的上表面接合的接头构件30之间，预应力混凝土钢至少从接头构件30布置到梁20上并张紧以在梁20的纵向方向上引入预应力。随后，时间可固化材料在柱10和接头构件30之间填充并固化，使得它们可以彼此接合。

3. 发明专利

JP2013057167A Reinforcement slab structure and construction method of the same 有权
标题翻译：加固板结构及其构造方法
公开(公告)号：JP2013057167A
公开(公告)日：2013-03-28
申请号：JP2011194478
申请日：2011-09-07
申请人： Maeda Corp , 前田建設工業株式会社 , Toyo Constr Co Ltd , 東洋建設株式会社
发明人： NARUSE TADASHI , IMAMURA TERUTAKE , WATANABE TOMOYUKI , ARAKANE NAOKI , YAMAMOTO KOZO
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To easily perform construction without obstructing passing of a shared external corridor, a balcony or the like present outside an existing building when reinforcing the exiting building, and to shorten a construction period further.SOLUTION: A reinforcement slab structure is for connecting an existing frame 10 and an external reinforcement frame, and includes: a form member 30 which is installed on the lower side of a cantilever slab 20 and comprises a cement extrusion molding plate extending in a length direction of the cantilever slab 20 and having a plurality of hollow parts 31; and a preassembled slab reinforcement 50 disposed between the form member 30 and the cantilever slab 20. The reinforcement slab structure is constructed by placing concrete 70 between the cantilever slave 20 and the form member 30.
摘要翻译：要解决的问题：为了容易地进行施工，而不妨碍在现有建筑物外部存在的共享外部走廊，阳台等通过，同时进一步缩短施工周期。解决方案：加固板结构用于连接现有的框架10和外部加强框架，并且包括：安装在悬臂板20的下侧上的模板构件30，包括一个延伸到悬臂板20的长度方向并具有多个中空部31; 以及设置在模板构件30和悬臂板20之间的预组装板坯加强件50.加强板结构通过将混凝土70放置在悬臂从动件20和模板构件30之间构成。版权所有：（C）2013，JPO＆INPIT

4. 发明专利

JP2011042975A After-construction anchor and structure and method for aseismatic reinforcement using the same 有权
标题翻译：使用相同方式进行ASEISMATIC加固的后结构锚固结构和方法
公开(公告)号：JP2011042975A
公开(公告)日：2011-03-03
申请号：JP2009191690
申请日：2009-08-21
申请人： Maeda Corp , Sanko Techno Co Ltd , Toyo Constr Co Ltd , サンコーテクノ株式会社 , 前田建設工業株式会社 , 東洋建設株式会社
发明人： NARUSE TADASHI , IMAMURA TERUTAKE , YAMAMOTO KOZO , ARAKANE NAOKI , HOSOKAWA YOJI , YAGISAWA YASUE , TOBE TSUTOMU , SAKAI SATORU
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To increase working efficiency and reduce construction cost in an aseismatic reinforcing construction for an existing skeleton.
SOLUTION: This after-construction anchor 10 includes a plate 11, flanges 12, 13 provided so as to project from the outer peripheral parts of both surfaces of the plate 11, respectively, a bolt 14 provided so as to project from one side center of the plate 11, and an after-insertion anchor bolt 16 which comprises a female screw hole 15 drilled at the center of the plate 11 and a male screw screwed with the female screw of the female screw 15 and which projects from the other side of the plate 11 when screwed into the female screw hole 15. Using the after-construction anchor 10, a new frame 30 comprising a precast reinforcing structural body is attached to an existing frame 20 for aseismatic reinforcement.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提高现有骨架的抗震加固结构的工作效率和降低施工成本。解决方案：该后施工锚固件10包括板11，设置成从板11的两个表面的外周部突出设置的凸缘12,13，螺栓14，其设置成从一个板11的侧面中心和插入式锚固螺栓16，其包括在板11的中心钻出的内螺纹孔15和与内螺纹15的内螺纹螺纹连接并从另一端突出的外螺纹当拧入阴螺纹孔15时，板11的一侧。使用后结构锚固件10，将包括预制加强结构体的新框架30附接到现有的框架20用于抗震加固。版权所有（C）2011，JPO＆INPIT

5. 发明专利

JP2010078356A Probe for inspecting concrete flaw 审中-公开
标题翻译：检查混凝土的探测
公开(公告)号：JP2010078356A
公开(公告)日：2010-04-08
申请号：JP2008244332
申请日：2008-09-24
申请人： Akebono Brake Ind Co Ltd , Maeda Corp , Toyo Constr Co Ltd , 前田建設工業株式会社 , 曙ブレーキ工業株式会社 , 東洋建設株式会社
发明人： SAKAI TAKASHI , KANEKO MINORU , YASUDA MASAYUKI , SUEOKA EIJI , ARAKANE NAOKI , SHIRANE YUJI , FUNAHASHI MASASHI , MINAMI KOSUKE
IPC分类号： G01N29/28
摘要： PROBLEM TO BE SOLVED: To efficiently transmit ultrasonic waves through the inside of a structure without necessities of a cleaning and removing operation of a liquid contact medium, an attaching operation of a solid gel sheet, and an applying operation of a polymer solution capable of forming a sheet.
SOLUTION: A probe for inspecting concrete flaw 100 inspects a flaw detection face of an object to be inspected by propagating ultrasonic waves, and includes at least a piezoelectric element 27, a pad 43 formed by a polymer gel which contacts and tightly attaches to the flaw detection face, and engaging means 45 for integrally holding the piezoelectric element 27 and the pad 43. In the probe for inspecting concrete flaw 100, the pad 43 is attachable/detachable to the engaging means 45, and formed in a round pillar shape. A recess 25 is formed on a pad case 19 fixed on the piezoelectric element 27, and one end face of the pad 43 is tightly attached to the bottom of the recess 25. The engaging means 45 is constituted by a circumference groove formed on the outer circumference face of the pad 43, and a flanged projection 48 formed on the inner circumference face of the recess 25 and fitting the circumference groove.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了有效地将超声波传播通过结构内部，而不需要液体接触介质的清洁和除去操作，固体凝胶片的附着操作和聚合物溶液的施加操作能够形成片材。解决方案：用于检查混凝土缺陷的探针100通过传播超声波来检查待检查物体的探伤面，并且至少包括压电元件27，由聚合物凝胶形成的焊盘43，其接触并紧密附着以及用于一体地保持压电元件27和焊盘43的接合装置45.在用于检查混凝土缺陷的探针100中，焊盘43可附接/可拆卸到接合装置45，并形成为圆柱形形状。在固定在压电元件27上的焊盘壳体19上形成有凹部25，并且，焊盘43的一个端面紧贴在凹部25的底部。接合部件45由形成在外部的外周垫43的圆周面和形成在凹部25的内周面上并且配合周向槽的凸缘突起48。版权所有（C）2010，JPO＆INPIT

6. 发明专利

JP2003013528A External heat insulating construction method for building 有权
标题翻译：外部绝热建筑施工方法
公开(公告)号：JP2003013528A
公开(公告)日：2003-01-15
申请号：JP2001201057
申请日：2001-07-02
申请人： Toyo Constr Co Ltd , 東洋建設株式会社
发明人： SASAKI TETSUYA , YASUDA MASAYUKI , ARAKANE NAOKI
IPC分类号： E04B1/80 , E04B2/56 , E04B2/84 , E04B2/86
摘要： PROBLEM TO BE SOLVED: To provide an external heat insulating construction method for a building having the advantages of obtaining high external heat insulation in the periphery of a building, overcoming the problems in design and water proof respects due to excessive joints, having no fear of shifting down of an external heat insulating member in long time use, and simple construction. SOLUTION: This construction method uses a wire net board composite board 1 formed by adding a wire net 3 at a space to one surface of a heat insulating board 2 through a space 5. The composite board 1 is disposed with the wire net 3 outside as a form of the periphery of the building, and the form by the composite board 1 and a plywood form 13 disposed as a form for the interior of the building are assembled by a take-up device 15, a fixing cone 6 and a separator 12. Mortar 11 is sprayed with a required thickness to the outer surface of the composite board 1 to be leveled flat. After the strength of the mortar is manifested, concete is placed in both forms. Thus, a structure having an external heat insulating layer of the peripheral part of the building can be obtained.
摘要翻译：要解决的问题：为了提供一种建筑物的外部隔热施工方法，其具有在建筑物周边获得高的外部隔热的优点，克服了由于过度接缝而导致的设计和防水问题，不用担心长时间使用外部隔热构件的下降，施工简单。解决方案：该施工方法使用通过空间5在隔热板2的一个表面上的空间添加金属丝网3而形成的网状电路板复合板1。复合板1与金属丝网3配置在外侧建筑物周边的形式，以及通过复合板1和作为建筑物内部的形式设置的胶合板形式13的形式由卷取装置15，固定锥6和隔板12组装将砂浆11以要求的厚度喷涂到复合板1的外表面上，使其平整。在砂浆的力量表现出来之后，这两种形式都是混合的。因此，可以获得具有建筑物周边部分的外部隔热层的结构。

7. 发明专利

JP2012229982A Method and apparatus for health monitoring of concrete structure 审中-公开
标题翻译：混凝土结构健康监测方法与装置
公开(公告)号：JP2012229982A
公开(公告)日：2012-11-22
申请号：JP2011098187
申请日：2011-04-26
申请人： Toyo Constr Co Ltd , 東洋建設株式会社
发明人： ARAKANE NAOKI
IPC分类号： G01N3/00 , B28B23/00 , G01L1/00 , G01L1/16
摘要： PROBLEM TO BE SOLVED: To simply and highly accurately perform health monitoring of a concrete structure.SOLUTION: Stress applied to a concrete structure 12 can be directly measured from a voltage value generated in accordance with a distortion change transmitted to a piezoelectric sensor element 14 sealed in the concrete structure 12. A sound propagated through a solid such as a knock sound can be detected as vibration, dynamic displacement on a position where the piezoelectric sensor element 14 in the concrete structure 12 is sealed can be also detected and the detected result can be converted into inner stress and evaluated by performing arithmetic processing by analysis means 20. Consequently a degree of damage of the concrete structure 12 can be simply and accurately grasped by mutually comparing voltage values before and after lapse of predetermined time (e.g. a legal periodical inspection) or voltage values measured before and after a predetermined event (e.g. an earthquake).
摘要翻译：要解决的问题：简单高效地进行混凝土结构的健康监测。施加到混凝土结构12的应力可以从根据传递到密封在混凝土结构12中的压电传感器元件14的变形变化产生的电压值直接测量。通过诸如可以检测到振动，混凝土结构12中的压电传感器元件14被密封的位置处的动态位移也被检测到，并且可以将检测结果转换为内部应力，并通过分析装置20进行算术处理来评估因此，通过在预定时间（例如法定周期性检查）或预定事件之前和之后测量的电压值（例如地震）之前和之后相互比较电压值，可以简单且准确地掌握混凝土结构12的一定程度的损坏）。版权所有（C）2013，JPO＆INPIT

8. 发明专利

JP2003027618A Construction method for outside insulation 有权
标题翻译：外绝缘施工方法
公开(公告)号：JP2003027618A
公开(公告)日：2003-01-29
申请号：JP2001215478
申请日：2001-07-16
申请人： Toyo Constr Co Ltd , 東洋建設株式会社
发明人： SASAKI TETSUYA , YASUDA MASAYUKI , ARAKANE NAOKI
IPC分类号： E04B1/76 , E04B1/80
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a reinforced concrete building, in which much time for the execution of works is not required and which has high heat-insulation properties and high strength, can display high waterproofing performance and has an outside insulation.
SOLUTION: A heat-insulation solid wire mesh 1 in which welded wire meshes 3 formed of flat steel are arranged on both surfaces of a tabular heat-insulating material 2 and the welded wire meshes 3 on the both surface sides, are unified with the heat-insulating material 2 by latticed wires 4 which penetrate the heat-insulating material 2 in the thickness direction is disposed so as to cover the exterior wall surface of the building; a mortar layer 10 is formed so as to bury the welded wire meshes 3 on the exterior wall surface side of the wire mesh 1; and the wire mesh 1 is used as a sheathing board on the exterior wall surface side of a skeleton section when concrete is placed to the skeleton section of the reinforced concrete building.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：为了提供一种钢筋混凝土建筑物的施工方法，其中不需要执行工程的时间长，并且具有高绝热性和高强度，可显示高防水性能并具有外部绝缘。解决方案：在平板状绝热材料2的两面配置由扁平钢构成的电焊网3的绝热实心丝网1，两面的焊丝3均与热量一致通过在厚度方向上穿透绝热材料2的网格线4将绝缘材料2设置成覆盖建筑物的外壁表面; 形成砂浆层10，以将焊丝3焊接在丝网1的外壁面侧; 并且当混凝土被放置在钢筋混凝土建筑物的骨架部分时，金属丝网1用作骨架部分的外壁表面侧上的护板。

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