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1. 发明专利

JP2013087230A Resin-based adhesive kneading construction machine, and construction method of resin-based adhesive using the same and method for driving embedding plug 审中-公开
标题翻译：基于树脂的粘合式建筑机械，以及使用其的基于树脂的粘合剂的构造方法和用于驱动嵌入式插头的方法
公开(公告)号：JP2013087230A
公开(公告)日：2013-05-13
申请号：JP2011230359
申请日：2011-10-20
申请人： Hazama Corp , 株式会社間組 , East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： MURAKAMI YUJI , MATSUMOTO TSUYOAKI , HORI YUICHIRO , KOSEKI MASANOBU
IPC分类号： C09J5/00 , E01B31/26
摘要： PROBLEM TO BE SOLVED: To provide a construction machine which automatically performs measuring and mixing works of a material of a resin-based adhesive and injection work of the resulting mixture to a construction part and thereby drastically improves construction rate, and to provide various construction methods using the construction machine.SOLUTION: The construction machine M includes a main agent measuring pump 1, a curing agent measuring pump 2 and an agitation device 3. In the construction machine M, the agitation device 3 is continuously rotated; every time when kneading of previously mixed main agent and curing agent is completed in the agitation device 3, the main agent measuring pump 1 and the curing agent measuring pump 2 are driven to discharge next main agent and curing agent from the pumps 1, 2 and to charge them into the agitation device 3; and at the same time, the resin-based adhesive after completion of kneading is extruded and poured out from the agitation device 3 by the charge of the next main agent and curing agent.
摘要翻译：要解决的问题：提供一种自动执行树脂基粘合剂材料的测量和混合工作以及所得混合物的注入工作到施工部件并因此大大提高施工速度的施工机械，并提供各种施工方式采用施工机械。解决方案：施工机械M包括主剂测量泵1，固化剂测量泵2和搅拌装置3.在施工机械M中，搅拌装置3连续旋转; 在搅拌装置3中每次完成混合的主剂和固化剂的混合时，驱动主剂测量泵1和固化剂测量泵2，从泵1,2中排出下一个主剂和固化剂，将其装入搅拌装置3中; 并且同时，捏合完成后的树脂类粘合剂通过下一主剂和固化剂的加料被挤出并从搅拌装置3中倒出。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2012082625A Connecting structure of steel superstructure and concrete column 有权
标题翻译：钢结构与混凝土柱连接结构
公开(公告)号：JP2012082625A
公开(公告)日：2012-04-26
申请号：JP2010230136
申请日：2010-10-13
申请人： Hazama Corp , Sakurada Co Ltd , 株式会社サクラダ , 株式会社間組
发明人： TANABE SHIGEO , KIMURA SATOSHI , KUROKI SEIICHIRO , MURAKAMI YUJI , SAKAMOTO KENJI , SHIRAYAMA SATOSHI , OYANAGI HIDEYUKI
IPC分类号： E01D19/02 , E01D1/00
摘要： PROBLEM TO BE SOLVED: To provide a new joint structure for rigidly connecting a steel superstructure using a steel cap and a concrete column.SOLUTION: The joint structure integrally and rigidly connects a steel superstructure 1 and a concrete column 2 through a pier cap joint 3 having a predetermined strength and comprising: a steel cap 30 having an approximate shape of a cylinder; and a clearance filler (a high performance nonshrink grout material) 4 which is protected from displacement by concave and convex shapes 31 and 21 provided both on an internal surface of the steel cap 30 and on an external surface of the upper connection end 20 of the concrete column 2 and is firmly attached to the both surfaces.
摘要翻译：要解决的问题：提供一种用于使用钢盖和混凝土柱刚性连接钢上层结构的新的接头结构。解决方案：接头结构通过具有预定强度的墩帽接头3将钢上层结构1和混凝土柱2整体并且刚性地连接起来，并包括：具有近似圆柱形状的钢盖30; 以及通过设置在钢帽30的内表面上的凹凸形状31和21防止位移移动的间隙填料（高性能非腐蚀性浆料材料）4，以及位于钢帽30的上连接端20的外表面上混凝土柱2并且牢固地附接到两个表面。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2005030098A Compaction method for embankment material 审中-公开
标题翻译：装配材料的压实方法
公开(公告)号：JP2005030098A
公开(公告)日：2005-02-03
申请号：JP2003271741
申请日：2003-07-08
申请人： Hazama Corp , Tokyo Electric Power Co Inc:The , 東京電力株式会社 , 株式会社間組
发明人： TSUTSUMI TOMOAKI , TONERIKAWA TORU , MURAKAMI YUJI
IPC分类号： E02B7/00 , E02D3/026
摘要： PROBLEM TO BE SOLVED: To increase efficiency by shortening work execution time of a compaction process for an embankment material.
SOLUTION: In this compaction method for super hard mixed concrete or a banking material, this process forms one lift by layering a super hard mixed concrete layer or a banking material layer having the prescribed thickness; rolls respective layers of the super hard mixed concrete or the banking material for damping vibration by a rolling machine having a caterpillar, when applying vibration from a surface of the one lift by a vibrating roller; and rolls the layers by applying the vibration by the vibrating roller, without rolling the layers by the rolling machine having the caterpillar, after laying and leveling the super hard mixed concrete or the banking material for forming a layer of the super hard mixed concrete or the banking material damping no vibration as one layer.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：通过缩短堤防材料的压实过程的工作执行时间来提高效率。解决方案：在这种超硬混合混凝土或银行材料的压实方法中，该过程通过分层具有规定厚度的超硬混合混凝土层或银行材料层而形成一个升力; 当通过振动辊从一个升降机的表面施加振动时，通过具有履带的滚动机将各层的超硬混合混凝土或银行材料卷成阻尼振动; 通过施加振动辊的振动，在铺设和调平超硬混合混凝土或用于形成超硬混合混凝土层的银料材料之后，通过利用振动辊的振动来滚动层，而不用具有履带的轧制机滚动层银行材料阻尼无振动为一层。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2013053442A Soil improvement method and method for repairing underground structure 有权
标题翻译：土壤改良方法及修复地下结构的方法
公开(公告)号：JP2013053442A
公开(公告)日：2013-03-21
申请号：JP2011191819
申请日：2011-09-02
申请人： Hazama Corp , 株式会社間組
发明人： FUKUTOME KAZUTO , MURAKAMI YUJI , MITANBATA ISAMU , KAMEI TAKAO , MURAKATA YOTA
IPC分类号： E02D3/12 , E02D35/00
摘要： PROBLEM TO BE SOLVED: To ensure a designed diameter of a soil-cement column in the case where viscous soil is included in a soil improvement area regarding a soil improvement method utilizing a high pressure injection agitation method and a method for repairing an underground structure and, further, to reduce water permeability by improving adhesion between the soil-cement column and a repaired part in the underground structure when implementing the method for repairing the underground structure.SOLUTION: According to the method, an expansive additive is mixed into a solidification material, and a solidification material 10 in which the expansive additive has been blended is agitated and mixed with viscous soil 11, thereby expanding a soil-cement column 12 entirely or partially.
摘要翻译：要解决的问题：为了确保在使用高压注射搅拌方法的土壤改良方法的土壤改良区域中包含粘性土壤的土 - 水泥柱的设计直径和修复方法另外，在实施地下结构修复方法的同时，通过改善地下结构中的土 - 水泥柱与修补部之间的粘附性来降低透水性。解决方案：根据该方法，将膨胀性添加剂混合到固化材料中，并且将其中已经混合有膨胀性添加剂的固化材料10搅拌并与粘土11混合，从而使土 - 水泥柱12 完全或部分版权所有（C）2013，JPO＆INPIT

5. 发明专利

JP2007303159A Method of preventing cracks in concrete structure 有权
标题翻译：防止混凝土结构裂缝的方法
公开(公告)号：JP2007303159A
公开(公告)日：2007-11-22
申请号：JP2006132670
申请日：2006-05-11
申请人： Hazama Corp , 株式会社間組
发明人： MURAKAMI YUJI , KANZAKI KOJI
IPC分类号： E04G21/02 , E01D19/02 , E01D21/00 , E02B7/00
摘要： PROBLEM TO BE SOLVED: To provide a cold curing method applicable to a structure which is constructed by placing concrete in a relatively narrow plane range and up to a relatively high location. SOLUTION: According to the cold curing method, a plurality of pipe bodies 11 are almost vertically arranged in a region where a concrete skeleton is to be constructed, and the concrete 12 is placed in areas except for internal areas of the pipe bodies. Then feed water pipes 13 are inserted into the pipe bodies down to a location near lower edges of the pipe bodies, respectively, and water is fed into the pipe bodies via the feed water pipes, to thereby cool the concrete after placement thereof over a predetermined period of time. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种适用于通过将混凝土置于相对窄的平面范围内并达到较高位置而构造的结构的冷固化方法。解决方案：根据冷固化方法，多个管体11几乎垂直地布置在要构造混凝土骨架的区域中，并且混凝土12被放置在除了管体的内部区域之外的区域中。然后将供水管13分别插入管体中，直到管体的下边缘附近的位置，并通过给水管将水送入管体，从而将混凝土放置在预定的一段的时间。版权所有（C）2008，JPO＆INPIT

6. 发明专利

JP2010271207A Diagnosis method of portion receiving compressive stress in concrete structure 有权
标题翻译：在混凝土结构中接收压实应力的部分诊断方法
公开(公告)号：JP2010271207A
公开(公告)日：2010-12-02
申请号：JP2009123703
申请日：2009-05-22
申请人： Hazama Corp , Tokyo Electric Power Co Inc:The , Tokyo Electric Power Services Co Ltd , 東京電力株式会社 , 東電設計株式会社 , 株式会社間組
发明人： MURAKAMI YUJI , TSUTSUMI TOMOAKI , KAIZU NOBUHIRO , HARADA MITSUO , KOBUCHI YASUYOSHI , AIKYO YASUHITO , YAMATANI ATSUSHI
IPC分类号： G01N29/00
摘要： PROBLEM TO BE SOLVED: To determine a range of compression failure, a lowering range of compression strength, and a lowering degree of the compression strength in a portion receiving compression stress of a concrete structure. SOLUTION: In this method, an oscillator and a receiver are arranged at a prescribed oscillator-receiver interval on a sound part to measure ultrasonic wave velocity at the sound part by utilizing an ultrasonic wave method, and similar measurement is performed successively by moving a measuring position at a prescribed interval from a position where the compression stress is concentrated toward the sound part, and a velocity ratio at each measuring position acquired by dividing the ultrasonic wave velocity at each measuring position by the ultrasonic wave velocity at the sound part is determined, and the range and the degree of collapse of concrete are determined from the lowering degree of the velocity ratio. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：确定混凝土结构的压缩应力部分的压缩破坏范围，压缩强度的降低范围和压缩强度的降低程度。解决方案：在该方法中，振荡器和接收机以规定的振荡器 - 接收器间隔布置在声音部分上，以通过利用超声波方法测量声音部分的超声波速度，并且通过以下方式连续执行类似的测量：以压缩应力集中的位置朝向声音部分以规定的间隔移动测量位置，并且通过将每个测量位置处的超声波速度除以声音部分的超声波速度而获得的每个测量位置处的速度比并根据速度比的降低程度确定混凝土的坍塌范围和坍塌程度。版权所有（C）2011，JPO＆INPIT

7. 发明专利

JP2009249272A Acidic rain resistant concrete composition and acidic rain resistant concrete 审中-公开
标题翻译：酸雨抗性混凝土组合物和酸雨抗性混凝土
公开(公告)号：JP2009249272A
公开(公告)日：2009-10-29
申请号：JP2008103080
申请日：2008-04-11
申请人： Hazama Corp , 株式会社間組
发明人： FUKUTOME KAZUTO , MIHARA MASAYA , MURAKAMI YUJI
IPC分类号： C04B28/04 , C04B18/08 , C04B111/23
CPC分类号： C04B28/04 , C04B2111/23 , Y02W30/92 , C04B14/02 , C04B18/08
摘要： PROBLEM TO BE SOLVED: To provide a low cost acidic rain resistant concrete capable of keeping strength as a concrete structure and exhibiting acid resistance to acidic rain having pH 3.0-5.6 and a composition to be a raw material thereof.
SOLUTION: The acidic rain resistant concrete composition includes a binder comprising early strength Portland cement and flyash, aggregate and water, wherein the quantity of the flyash in the binder is 38-42 mass% and the percentage of water to binder 38-42 mass%. The acidic rain resistant concrete composition is used for various kinds of the concrete structures such as bridges and dams easily affected by the acidic rain.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够保持作为混凝土结构的强度并且具有耐pH 3.0-5.6的酸性雨以及作为其原料的组合物的耐酸性的低成本的耐酸雨混凝土。酸性防雨混凝土组合物包括含有早强硅酸盐水泥和粉煤灰，骨料和水的粘合剂，其中粘合剂中的粉煤灰量为38-42质量％，水与粘合剂38-42质量％ 42质量％。酸性防雨混凝土组合物用于各种混凝土结构，如桥梁和水坝易受酸雨影响。版权所有（C）2010，JPO＆INPIT

8. 发明专利

JP2007292592A Soundness diagnosing method of existing concrete structure 有权
标题翻译：现有混凝土结构的声学诊断方法
公开(公告)号：JP2007292592A
公开(公告)日：2007-11-08
申请号：JP2006120583
申请日：2006-04-25
申请人： Hazama Corp , Tohoku Regional Bureau Ministry Of Land Infrastructure & Transport , 国土交通省東北地方整備局長 , 株式会社間組
发明人： TAKAHASHI TADAYOSHI , KOBAYASHI KENICHI , CHIBA TAKATOSHI , MURAKAMI YUJI
IPC分类号： G01N29/00 , G01N29/44
摘要： PROBLEM TO BE SOLVED: To provide a soundness diagnosing method of an existing concrete structure, that reflects the distribution of the dynamic characteristics value of the structure as a whole.
SOLUTION: A plurality of ultrasonic sensors are arranged in the existing concrete structure, an ultrasonic wave propagation speed at each side wires of the ultrasonic sensors is calculated, and an ultrasonic wave propagation speed at each cell in a predetermined cross section is calculated from the ultrasonic wave propagation speed by a CT method (1); the dynamic elastic coefficient of concrete at each cell is calculated from the ultrasonic wave propagation speed to be converted to static elastic coefficient at each cell; and the estimate value of concrete compression strength at each cell is calculated from the static elastic coefficient and the load resistant force and deformation capacity in the predetermined cross section are calculated by using the dynamic elastic coefficients, static elastic coefficients and concrete compression strengths of all the cells (2), the processes of (1) and (2) are repeatedly performed for a plurality of cross sections (3), and the calculation values of the load resistant force and the deformation capacity calculated by the process (2) and designed load resistant force and planned deformation capacity are compared with each other at each predetermined cross section (4).
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供现有混凝土结构的健全性诊断方法，其反映整体结构的动态特性值的分布。解决方案：在现有的混凝土结构中设置多个超声波传感器，计算出超声波传感器的每个侧面的超声波传播速度，并且计算预定横截面中的每个单元的超声波传播速度从超声波传播速度通过CT方法（1）; 根据超声波传播速度计算每个单元混凝土的动态弹性系数，以便在每个单元处转换为静态弹性系数; 并根据静力学弹性系数计算出每个单元的混凝土抗压强度的估计值，并通过使用动弹性系数，静弹性系数和混凝土压缩强度计算预定横截面中的承载力和变形能力单元（2）中，对于多个横截面（3）重复执行（1）和（2）的处理，并且通过工艺（2）计算的负载抵抗力和变形能力的计算值被设计在每个预定的横截面处（4）将负载力和计划变形能力彼此进行比较。版权所有（C）2008，JPO＆INPIT

9. 发明专利

JP2003294444A Level sensor 审中-公开
标题翻译：水平传感器
公开(公告)号：JP2003294444A
公开(公告)日：2003-10-15
申请号：JP2002095305
申请日：2002-03-29
申请人： Hazama Gumi Ltd , 株式会社間組
发明人： MURAKAMI YUJI
IPC分类号： G01C15/00
摘要： PROBLEM TO BE SOLVED: To provide a level sensor which is hard to bring about a fault and which has high durability even in an application to operate a repeated load by a vibration.
SOLUTION: The level sensor comprises: a plurality of photodiodes 27 fixed to a first substrate 26; and a second substrate 23 oppositely disposed to the first substrate at a clearance of a predetermined length to receive a signal from the first substrate and fixed to a body 13. Thus, a level survey is conducted by photodetecting a laser emitted from an electronic level by the photodiodes. In this sensor, gaps around connecting pins of the respective photodiodes on the first substrate are embedded with a filler 32, and a clearance between the first substrate and the second substrate is embedded with a filler 31.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供难以产生故障的水平传感器，并且即使在通过振动来操作重复负载的应用中也具有高耐久性。解决方案：液位传感器包括：固定到第一基板26的多个光电二极管27; 以及第二基板23，其以预定长度的间隙相对地设置在第一基板上，以接收来自第一基板的信号并固定到主体13.因此，通过对从电子级发射的激光进行光电检测来进行电平测量，光电二极管。在该传感器中，第一基板上的相应光电二极管的连接引脚周围的间隙被填充有填充物32，并且第一基板和第二基板之间的间隙被嵌入填充物31.版权所有（C）2004 ，JPO

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