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1. 发明专利

JP2015027923A コンクリートの湿潤養生方法有权
标题翻译：湿固化方法
公开(公告)号：JP2015027923A
公开(公告)日：2015-02-12
申请号：JP2013157744
申请日：2013-07-30
申请人：学校法人東洋大学 , Toyo Univ , 学校法人東洋大学 , 東亜建設工業株式会社 , Toa Harbor Works Co Ltd , 電気化学工業株式会社 , Denki Kagaku Kogyo Kk
发明人： HANEBUCHI TAKASHI , TANAKA RYOICHI , MATSUKUBO HIROYOSHI , YAMAGISHI TAKANORI , MIYAGUCHI KATSUICHI , FUKUTE TSUTOMU
IPC分类号： C04B40/04 , E04G21/02
摘要：【課題】コンクリートの内部表層付近に形成される空隙を減少させ、コンクリートの緻密化を図ることを可能にしたコンクリートの湿潤養生方法を提供する。【解決手段】型枠内に生コンクリートを打ち込んで硬化したコンクリート11を形成し、型枠を脱型した後にコンクリート11に対して水分3と共に繊維材1を吹き付けて該コンクリート11の外表面を湿潤状態の繊維材1で被覆し、養生期間が経過した後にコンクリート11から繊維材1を除去する。【選択図】図2
摘要翻译：要解决的问题：为混凝土提供湿固化方法，能够减少在混凝土内部表面层附近形成的空隙，并实现混凝土的致密化。解决方案：将准备好的混凝土置于烧瓶内形成固化混凝土11，除去烧瓶，然后将纤维材料1与水分3一起喷射到混凝土11，用纤维材料1覆盖混凝土11的外表面，并且在固化期间通过后，将纤维材料1从混凝土11中取出。

2. 发明专利

JP2013018158A Method for controlling bleeding amount of concrete 有权
标题翻译：控制混凝土含量的方法
公开(公告)号：JP2013018158A
公开(公告)日：2013-01-31
申请号：JP2011151998
申请日：2011-07-08
申请人： Toa Harbor Works Co Ltd , 東亜建設工業株式会社
发明人： HANEBUCHI TAKASHI , TANAKA RYOICHI , HOSODA KATSUYA
IPC分类号： B28C7/04
摘要： PROBLEM TO BE SOLVED: To provide a method for controlling a bleeding amount of concrete by which the bleeding amount can be accurately and rapidly recognized at a concrete placing site and thereby its quality can be controlled.SOLUTION: The bleeding amount B of ready-mixed concrete is acquired by the bleeding test method of concrete stipulated in JIS A 1123. The final dehydration ratio D of the ready-mixed concrete C is acquired by a pressure test in which the ready-mixed concrete C is accommodated in a pressure vessel 2 and is pressurized with predetermined oil pressure of a hydraulic jack 6 via a piston 3. A relation between the bleeding amount B of the ready-mixed concrete and the final dehydration ratio D of the ready-mixed concrete C is recognized in advance. When the ready-mixed concrete C is placed, the pressure test is performed to the ready-mixed concrete C to be placed. Based on the final dehydration ratio D1 of the ready-mixed concrete C obtained thereby and the preliminarily recognized relation between the bleeding amount B and the final dehydration ratio D, the bleeding amount B1 of the ready-mixed concrete C can be estimated.
摘要翻译：要解决的问题：提供一种控制混凝土渗出量的方法，通过该方法可以在混凝土浇筑部位准确且快速地识别渗出量，从而可以控制其质量。解决方案：通过JIS A 1123中规定的混凝土的渗水试验方法获得预拌混凝土的出水量B.通过压力试验获得预拌混凝土C的最终脱水比D，其中，预拌混凝土C被容纳在压力容器2中，并通过活塞3以液压千斤顶6的预定油压被加压。预拌混凝土的出水量B与最终脱水比D之间的关系预混混凝土C被预先认可。当预拌混凝土C被放置时，对待放置的预拌混凝土C进行压力试验。根据由此获得的预拌混凝土C的最终脱水率D1和渗出量B与最终脱水比D之间的预先确认的关系，可以估计预拌混凝土C的出血量B1。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2009007747A Method for repairing elevated floor slab 有权
标题翻译：修复高层地板的方法
公开(公告)号：JP2009007747A
公开(公告)日：2009-01-15
申请号：JP2007167511
申请日：2007-06-26
申请人： Ps Mitsubishi Construction Co Ltd , Toa Harbor Works Co Ltd , 東亜建設工業株式会社 , 株式会社ピーエス三菱
发明人： MORIWAKE ATSURO , HANEBUCHI TAKASHI , KAWASHIMA HITOSHI , AMINO TAKAHIKO , TANAKA RYOICHI , NAKAI MASAHIRO , YOSHIMATSU SHINYA , NAKAMURA OSAMU , OYANAGI SHUICHI , SUGIMOTO MASAYOSHI
IPC分类号： E01D15/24 , E01D22/00 , E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide a method for repairing an elevated floor slab which reduces labor for work, and enables the work to be performed by minimizing a working device and a material.
SOLUTION: An opening 1b is formed by cutting out a repair target area of the elevated floor slab from above, a scaffold is arranged on a body bolster 7 which is suspended in a position below the opening 1b, the work of chipping concrete at the peripheral edge of the opening is performed by a worker P riding on the scaffold, after that, the scaffold is removed, the suspended body bolster 7 is shifted to a prescribed position below a reinforcing bar 3 which is protruded from the peripheral edge of the opening, a panel material 5 is erected on the body bolster 7, the opening 1b is covered with the panel material 5 in a position below the reinforcing bar 3, after that, a new reinforcing bar is arranged at the reinforcing bar 3, and subsequently, new concrete is placed in the opening 1b, so that the opening 1b can be closed by the reinforced concrete which is integrated with the panel material 5.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于修理高架楼板的方法，其减少了工作的劳动，并且能够通过使作业装置和材料最小化来进行作业。解决方案：通过从上方切割升高的楼板的修复目标区域形成开口1b，支架被布置在悬挂在开口1b下方的位置的主体7上，碎屑混凝土的工作在开口的周缘处，由搭载在脚手架上的工人P进行，之后移除脚手架，将悬架体7移动到钢筋3的下方的规定位置，钢筋3从外周边缘在该开口部分上，将平板材料5竖立在主体7上，开口部1b在钢筋3的下方被面板材料5覆盖，然后在钢筋3上配置有新的钢筋，随后，新的混凝土被放置在开口1b中，使得开口1b可以被与面板材料5集成的钢筋混凝土封闭。（C）2009年，JPO和INPIT

4. 发明专利

JP2013256788A Structure body and lining method using fiber-reinforced cementitious composite with multiple fine cracks 有权
标题翻译：使用纤维增强复合材料与多个细裂纹的结构体和内衬方法
公开(公告)号：JP2013256788A
公开(公告)日：2013-12-26
申请号：JP2012132756
申请日：2012-06-12
申请人： Toa Harbor Works Co Ltd , 東亜建設工業株式会社 , Nagoya Univ , 国立大学法人名古屋大学 , Port & Airport Research Institute , 独立行政法人港湾空港技術研究所
发明人： HANEBUCHI TAKASHI , AMINO TAKAHIKO , TANAKA RYOICHI , KUNIEDA MINORU , KATO EMA , KAWABATA YUICHIRO , IWANAMI MITSUHO
IPC分类号： E04G23/02 , E04B2/84
摘要： PROBLEM TO BE SOLVED: To provide a structure body and a lining method effectively exhibiting strain hardening properties of a fiber-reinforced cementitious composite with multiple fine cracks and further improving flexural capacity of a reinforcement target body.SOLUTION: A reinforcing layer 3, which is comprised of a metallic stress transmission member 5 extending in the axial direction of a reinforcement target body 2 and fixed on the surface of the reinforcement target body 2 erected supporting a superstructure 6 and a fiber-reinforced cementitious composite with multiple fine cracks 4 covering the surface of the reinforcement target body 2 along with the stress transmission member 5, is fixed to the reinforcement target body 2 and both of these are integrated together, and the fiber-reinforced cementitious composite with multiple fine cracks 4 is made to get into concrete 6a forming the superstructure 6, thus integrating the reinforcing layer 3 and the concrete 6a together.
摘要翻译：要解决的问题：提供一种有效地显示具有多个细裂纹的纤维增强水泥质复合材料的应变硬化性能的结构体和衬里方法，并进一步提高加强体的弯曲能力。解决方案：加强层3 包括在加强对象体2的轴向延伸的金属应力传递部件5，该金属应力传递部件5被固定在支撑上部结构6的竖立的加强体2的表面上，以及覆盖表面的多个细裂纹4的纤维增强水泥质复合体加强对象体2与应力传递部件5一起被固定在加强对象体2上，两者结合在一起，将具有多个细裂缝4的纤维增强水泥质复合体形成为混凝土6a成形上部结构6，从而将增强层3和混凝土6a整合在一起。

5. 发明专利

JP2013217108A Method of pouring concrete 有权
标题翻译：混凝土的方法
公开(公告)号：JP2013217108A
公开(公告)日：2013-10-24
申请号：JP2012088936
申请日：2012-04-10
申请人： Toa Harbor Works Co Ltd , 東亜建設工業株式会社
发明人： HANEBUCHI TAKASHI , TANAKA RYOICHI
IPC分类号： E04G21/08 , E04G9/10
摘要： PROBLEM TO BE SOLVED: To provide a method of pouring concrete, which reduces variations in quality in a height direction of concrete to be deposited, and can show excellent effect of improving quality.SOLUTION: The method of pouring the concrete comprises: pouring concrete C into a form 1 inside of which a permeable sheet 2 is attached; and inserting an inner part vibrator 3 into at least an upper side portion h of the concrete C and vibrating the inner part vibrator 3 in 30-90 minutes after the completion of pouring.
摘要翻译：要解决的问题：提供一种浇注混凝土的方法，其减少要沉积的混凝土的高度方向的质量变化，并且可以显示出优异的提高质量的效果。解决方案：浇筑混凝土的方法包括：浇注混凝土C 在其中安装有可渗透片材2的形式1; 并将内部振动器3插入到混凝土C的至少上侧部分h中，并在浇注完成后30-90分钟振动内部振动器3。

6. 发明专利

JP2008275518A Degradation inspecting method for concrete structure 审中-公开
标题翻译：混凝土结构的降解检测方法
公开(公告)号：JP2008275518A
公开(公告)日：2008-11-13
申请号：JP2007121202
申请日：2007-05-01
申请人： Toa Harbor Works Co Ltd , 東亜建設工業株式会社
发明人： HANEBUCHI TAKASHI , TANAKA RYOICHI , SATO KOJI
IPC分类号： G01M7/08 , G01N3/30
摘要： PROBLEM TO BE SOLVED: To provide a degradation inspecting method for a concrete structure for easily, efficiently and highly accurately detecting degradation by alkali aggregate reaction or the like of an erected concrete structure.
SOLUTION: A weight 8 is dropped from a predetermined height onto upper concrete 2 of an erected pier, and the amounts of vertical displacement are measured by deflection sensors 6a, 6b respectively at a drop point Pcx formed by the drop of the weight 8 and at a peripheral point Pnx distant by a predetermined space from the drop point Pcx. The degraded degree of the upper concrete 2 is determined based on the comparison between the measured amounts of vertical displacement.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了容易，高效和高精度地检测具有竖立的混凝土结构的碱骨料反应等的降解，提供混凝土结构的劣化检查方法。解决方案：将重物8从预定高度落下到竖立墩的上混凝土2上，并且垂直位移量分别由偏移传感器6a，6b在由重量下降形成的下降点Pcx处测量并且在距离点Pcx远一预定空间的外围点Pnx处。基于测量的垂直位移量之间的比较来确定上混凝土2的退化程度。版权所有（C）2009，JPO＆INPIT

7. 发明专利

JP2008275520A Method for inspecting deterioration of concrete structure 审中-公开
标题翻译：检查混凝土结构的方法
公开(公告)号：JP2008275520A
公开(公告)日：2008-11-13
申请号：JP2007121210
申请日：2007-05-01
申请人： Toa Harbor Works Co Ltd , 東亜建設工業株式会社
发明人： HANEBUCHI TAKASHI , TANAKA RYOICHI , SATO KOJI , HIWATARI TAKESHI
IPC分类号： G01N29/12 , G01N33/38
摘要： PROBLEM TO BE SOLVED: To provide a method for inspecting deterioration of a concrete structure, capable of detecting the deterioration of the concrete structure constructed.
SOLUTION: A weight 8 is dropped from a predetermined height to the upper concrete 2 of a pier constructed; vibration data at a surrounding point Snx apart from a drop point Pcx that is generated by the dropping of the weight 8 is measured by a vibration sensor 12 and measurement Fourier spectrum is calculated; vibration data at a surrounding point S1 apart from a drop point Pc that is generated by the dropping of the weight 8 by previously dropping the weight 8 from a predetermined height to the upper concrete 2 in a region where the concrete of the upper concrete region 2 is sound is measured by the vibration sensor 12 and reference Fourier spectrum is calculated from this vibration data from the comparison of the measurement Fourier spectrum with the reference Fourier spectrum, the degree of the deterioration of the upper concrete 2 is determined.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种检测混凝土结构的劣化的方法，能够检测构成的混凝土结构的劣化。解决方案：重量8从预定高度下落到构造的码头的上混凝土2; 通过振动传感器12测量由重量8的下降产生的离开点Pcx的周围点Snx处的振动数据，计算傅立叶频谱; 在上部混凝土区域2的混凝土的区域中，通过预先将重量8从预定的高度下降到上混凝土2，通过重量8的下降而产生的下降点Pc的周围点S1的振动数据通过振动传感器12测量声音，并且通过从测量傅立叶频谱与参考傅立叶频谱的比较的该振动数据计算参考傅立叶频谱，确定上混凝土2的劣化程度。版权所有（C）2009，JPO＆INPIT

8. 发明专利

JPH1037153A EMERGENCY CORRESPONDENCE TYPE WAVE-FORCEBREAKING METHOD AT HARBOR ENTRANCE PART AND ITS BREAKWATER 失效
公开(公告)号：JPH1037153A
公开(公告)日：1998-02-10
申请号：JP19788396
申请日：1996-07-26
申请人： TOA HARBOR WORKS CO LTD
发明人： SAKUMA TOSHIO , KIJIMA NORIO , OUCHI JUN , HAYASAKA YOSHIAKI , TANAKA RYOICHI , NIIKURA YOSHIAKI , MIZUNO TOSHIO , SHIROTANI MASAYA
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide an emergency correspondence type waveforebraking method which dies not impair a view, provides simple operation principle, and facilitates the maintenance and control by raising a steel pipe pile toward a water surface due to compressed air from the inside of a steel pipe sheet pile embedded in the ground bed on a sea bottom in such a manner that it blocks a harder entrance part. SOLUTION: Many steel pipe sheet piles 2 are embedded in such a manner that they block the ground bed G on a sea bottom of a harbor entrance part continuously. Next, each steel pipe pile 4 of which upper end is blocked by an intermediate lid member 10 is inserted and stored in the inside of each steel pipe sheet pile 2 in such a manner that each steel pipe pile 4 can move vertically, respectively. Furthermore, a compressed air in and out port is provided in a heat part of each steel pipe pile 4. Moreover, concrete for fixing pile 7 is placed below the inside of each steel pipe sheet pile 2, respectively. Then, when abnormal waves occur, compressed air is poured into the inside of the steel pipe pike 4 through the compressed air in and out port in the head part of the steel pipe pile 4, buoyancy is generated in the steel pipe pile 4, and it is lifted toward a water surface S so that each steel pipe pile 4 which floats continuously becomes breakwater. Consequently, it is possible to prevent the worsening of stillness in a port and facilitate the maintenance and control without necessitating large remodeling of the existing harbor entrance part.

9. 发明专利

JP2013245526A Wet-curing sheet for concrete and concrete curing method using the same 有权
标题翻译：用于混凝土和混凝土固化方法的湿固化片
公开(公告)号：JP2013245526A
公开(公告)日：2013-12-09
申请号：JP2012121960
申请日：2012-05-29
申请人： Toa Harbor Works Co Ltd , 東亜建設工業株式会社 , Kurabo Ind Ltd , 倉敷紡績株式会社
发明人： HANEBUCHI TAKASHI , TANAKA RYOICHI , HORIMOTO REKI , SUGIYAMA MINORU
IPC分类号： E04G21/02 , C04B40/04 , C08J7/04
摘要： PROBLEM TO BE SOLVED: To provide a wet-curing sheet for concrete, which is lightweight when being wetted by water, has superior long-term water holding properties and can be repeatedly used, and to provide a concrete curing method using the same.SOLUTION: A wet-curing sheet (1) for concrete comprises: a fiber sheet layer (2) having a water holding part (4) formed therein; and a reinforcing film (3) integrally formed at a rear face of the fiber sheet layer (2). The water holding part (4) is formed by irradiating the fiber sheet layer (2) with electron beams to graft-polymerize acrylate. The concrete curing method is a concrete curing method using the wet-curing sheet (1) for concrete, and comprises putting the sheet on a concrete placing surface after the concrete is placed to cure the concrete, and then removing the sheet after curing.
摘要翻译：要解决的问题：为了提供一种在被水润湿时重量轻的混凝土湿固化片材，具有优异的长期保水性能并且可以重复使用，并提供使用该固化剂的混凝土固化方法。：混凝土用湿固化片（1）包括：在其中形成有水保持部（4）的纤维片层（2）以及整体形成在所述纤维片层（2）的背面的增强膜（3）。水保持部（4）通过用电子束照射纤维片层（2）而使丙烯酸酯接枝聚合而形成。混凝土固化方法是使用混凝土用湿固化片（1）的混凝土固化方法，包括在将混凝土置于混凝土后将其放在混凝土浇筑面上，然后固化后除去。

10. 发明专利

JP2009108530A Panel material connecting structure 有权
标题翻译：面板材料连接结构
公开(公告)号：JP2009108530A
公开(公告)日：2009-05-21
申请号：JP2007280057
申请日：2007-10-29
申请人： Ps Mitsubishi Construction Co Ltd , Toa Harbor Works Co Ltd , 東亜建設工業株式会社 , 株式会社ピーエス三菱
发明人： MORIWAKE ATSURO , HANEBUCHI TAKASHI , KAWASHIMA HITOSHI , AMINO TAKAHIKO , TANAKA RYOICHI , NAKAI MASAHIRO , YOSHIMATSU SHINYA , NAKAMURA OSAMU , OYANAGI SHUICHI , SUGIMOTO MASAYOSHI
IPC分类号： E01D19/12 , E01D22/00
摘要： PROBLEM TO BE SOLVED: To provide a panel material connecting structure which enables panel materials to be connected together in a cutoff state while following displacement, even if the turning and horizontal displacement occur in the panel materials by the time a step of placing concrete on the panel materials after the erection of the plurality of panel materials is completed.
SOLUTION: A recess 10a of an impermeable sheet 10 is installed in the state of protruding with respect to an undersurface of the panel material 4, in a joint, in which ends of the panel materials 4 facing each other inno support state of the lower part but in the abutting state against each other, among joints of the panel materials 4 constituting an elevated floor slab. When mounting portions 10b and 10b at both ends are bonded and fixed to the end of the panel material 4 with an adhesive 11, the recess 10a allows the displacement on the occurrence of the turning displacement and the horizontal displacement in the panel material 4, and the impermeable sheet 10 covers the joint while following the displacement.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种面板材料连接结构，其能够使面板材料在切断状态下连续移动时连接在一起，即使在放置步骤之后在面板材料中发生转动和水平位移混凝土在安装多块面板材料后的面板材料上完成。解决方案：不透水片材10的凹部10a相对于面板材料4的下表面在接合处被安装在面板材料4的彼此面对彼此的支撑状态的接头中在构成高架楼板的面板材料4的接头之间的下部，但是处于抵接状态。当安装在两端的部分10b和10b通过粘合剂11粘接并固定到面板材料4的端部时，凹部10a允许在面板材料4中发生转动位移和水平位移时的位移，以及不透水片材10在移动之后覆盖接头。版权所有（C）2009，JPO＆INPIT

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