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1. 发明专利

JP2009052602A Rust prevention structure of bolt tightening part 审中-公开
标题翻译：螺栓紧固部件的防腐结构
公开(公告)号：JP2009052602A
公开(公告)日：2009-03-12
申请号：JP2007217926
申请日：2007-08-24
申请人： Kansai Electric Power Co Inc:The , Takenaka Komuten Co Ltd , Toagosei Co Ltd , 東亞合成株式会社 , 株式会社竹中工務店 , 関西電力株式会社
发明人： TAKEDA HIROSHI , HIRANO TATSUYUKI , USAMI TORU , KAMICHI MASANORI , SETSU GAKUTEI , KUBO YOSHIHIKO , FUSHIMI MINORU , IKEUCHI TOSHIYUKI , ACHINAMI MASAFUMI
IPC分类号： F16B33/06 , F16B37/00 , F16B37/14
摘要： PROBLEM TO BE SOLVED: To provide a rustproof structure of a bolt tightening part, securing film thickness of a rust preventive paint to a pointed part such as the tip of a pin part or a screw thread of a pin tail broken-out section to prevent generation of rust due to an insufficient film thickness, and dispensing with a rustproof cap to prevent generation of rust due to too much or too little rustproof agent filling the rustproof cap. SOLUTION: In the state where an additional nut 4 is added to a screw shaft part (a surplus length part of a screw shaft part b) of a toque shear type high strength bolt 1 projected from a nut 2, thereby forming a recessed part C between the pin tail broken-out section S1 and the tip end face S2 of the additional nut 4, rustproof coating is performed. Previously, an anaerobic adhesive is applied to a screw hole of the additional nut 4. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提供螺栓紧固部件的防锈结构，将防锈涂料的膜厚度固定到诸如销部分的尖端或销尾部的螺纹的尖端部分以防止由于膜厚度不足而产生锈蚀，并且分配防锈帽以防止由于防锈帽的防锈剂太多或太少而产生锈蚀。解决方案：在从螺母2突出的转矩型高强度螺栓1的螺杆轴部（螺杆轴部b的剩余长度部分）中添加附加螺母4的状态下，形成在针尾部分断部S1和附加螺母4的前端面S2之间的凹部C，进行防锈涂层。以前，将厌氧粘合剂施加到附加螺母4的螺孔上。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2011021944A Method of calculating thickness of gap generating in filler inside of inspected plate of building member and computer program and inspection device suited to perform the calculating method 有权
标题翻译：计算建筑物检查板内的填料厚度的计算方法和计算方法的计算机程序和检查装置的计算方法
公开(公告)号：JP2011021944A
公开(公告)日：2011-02-03
申请号：JP2009165878
申请日：2009-07-14
申请人： Kansai Electric Power Co Inc:The , Takenaka Komuten Co Ltd , 株式会社竹中工務店 , 関西電力株式会社
发明人： SEKO SHIGEKI , TOKUNAGA SHOJI , KAMICHI MASANORI , TAKEDA HIROSHI , KAJIMOTO SOICHIRO , IKEUCHI TOSHIYUKI , NAKAYAMA AKIO
IPC分类号： G01N23/204 , G01N33/38
摘要： PROBLEM TO BE SOLVED: To provide a method of calculating a thickness of a gap generating in a hardened material on back side of an inspected plate from a count rate ratio obtained by providing a thermal neutron ray counter at the outside of the inspected plate.
SOLUTION: The method includes a step of measuring a moisture content (W) of a filler injected into a form and computing a detection thickness (D
S ) detectable by neutron ray for an internal condition of a structure from the moisture content using a function formula, a step of obtaining a count amount (N
o ) of thermal neutron ray discharged outside of a test body upon irradiating with fast neutron ray under no-gap condition using the test body prepared with the same moisture content by injecting the filler into the form to generate no gap, a step of obtaining a count amount (N
p ) of thermal neutron ray discharged outside of the structure upon irradiating an optional site of the inspected plate of the structure with fast neutron ray by the amount same as that of the test body, a step of obtaining (N
p /N
o ) and determining a gap ratio (T
p ) therefrom, and a step of determining a thickness (D
v ) of the gap by multiplying the gap ratio by the detection thickness.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种计算在检查板的背面上的硬化材料中产生的间隙的厚度的方法，该计数速率比通过在被检查的外部提供热中子线计数器而获得盘子。解决方案：该方法包括测量注入到形式中的填料的水分含量（W）并计算由中子射线检测的检测厚度（D S ）的步骤，用于内部条件使用函数式的水分含量的结构，获得在无间隙条件下照射快中子线时在被测体外排出的热中子线的计数量（N o ）的步骤使用通过将填料注入到形式中以产生无间隙的方式制备具有相同水分含量的测试体，获得在结构外部排出的热中子线的计数量（N p ）的步骤用具有快中子射线的结构的检查板的任选位置照射与测试体相同的量，获得（N p / N o ）和确定间隙比（T p ），以及通过将间隙ra乘以来确定间隙的厚度（D v ）的步骤 tio由检测厚度。版权所有（C）2011，JPO＆INPIT

3. 发明专利

JP2007032159A Connecting structure of steel plate concrete structural body 审中-公开
标题翻译：钢板混凝土结构体连接结构
公开(公告)号：JP2007032159A
公开(公告)日：2007-02-08
申请号：JP2005219230
申请日：2005-07-28
申请人： Kansai Electric Power Co Inc:The , Takenaka Komuten Co Ltd , 株式会社竹中工務店 , 関西電力株式会社
发明人： TAKEUCHI KENJI , TAKEDA HIROSHI , ARIOKA SHINICHI , KUBO YOSHIHIKO , KAMICHI MASANORI , USAMI TORU
IPC分类号： E04B1/30 , E04B1/14 , E04B2/86
摘要： PROBLEM TO BE SOLVED: To provide a connecting structure of a steel plate concrete structural body capable of eliminating welding work in a construction site, comparatively simple and easily carrying out connection work and surely and firmly connecting both steel plate blocks adjacent to each other.
SOLUTION: In the connecting structure of the steel plate concrete structural body connecting a plurality of steel plate blocks 3 equipped with a pair of steel plates 1 and 2 opposed to each other at a concrete placing space S in a state to neighbor to each other by making a pair of steel plates 1 and 2 locate in the almost same plane and placing concrete in the space 3 of each steel plate block 3, connecting plate bodies 6 connecting the adjoining steel plate blocks 3 are arranged along the outside or the inside of the steel plates 1 and 2 over between the steel plates 1 and 2 of both steel plate blocks 3 adjacent to each other, and the connecting plate bodies 6 and the steel plates 1 and 2 are respectively connected with bolts 7.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种能够消除施工现场焊接作业的钢板混凝土结构体的连接结构，相对简单且容易地进行连接工作，并且可靠且牢固地连接两个相邻的钢板块其他。解决方案：在钢板混凝土结构体的连接结构中，连接多个装有一对钢板1和2的钢板块3，钢板块3在混凝土放置空间S处于相对的状态通过使一对钢板1和2位于几乎相同的平面中并且将混凝土放置在每个钢板块3的空间3中，连接相邻的钢板块3的连接板体6沿着外侧或两个钢板块3的钢板1和2之间的钢板1和2的内部彼此相邻，并且连接板体6和钢板1和2分别与螺栓7连接。版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2005016070A Steel plate block installation method and steel plate block equipped with interval adjusting mechanism used for execution of the method 有权
标题翻译：钢板块安装方法和钢板装配有用于执行方法的间隔调整机构
公开(公告)号：JP2005016070A
公开(公告)日：2005-01-20
申请号：JP2003179634
申请日：2003-06-24
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SUGATA MASAHIRO , ABE TOMIICHI , MIYAUCHI YASUMASA , UMEKUNI AKIRA , YAMAMOTO KOZO , KAMICHI MASANORI , OMIYA YUKIO , TANAKA KOICHIRO , SAITO YUICHI , KAMIMURA MASAYUKI , KUCHIMURA KAZUHIKO
IPC分类号： E04B1/16 , E04B2/86
摘要： PROBLEM TO BE SOLVED: To provide a steel plate block installation method constructing a steel plate concrete structure by placing concrete inside of the steel plate block and a steel plate block after installing the steel plate block constituted by integrally connecting both front and rear steel plates arranged in parallel with each other with an interval holding material such as a separator or the like in a site, and the steel plate block used for execution of the method. SOLUTION: After the steel plate block 3 having an interval adjusting mechanism 14 on the end section of the interval holding material 2 of the steel plates 1a and 1b is installed in the site, the interval adjusting mechanism 14 is operated from the outside of the steel plate block 3 to correct a joint deviation occurring between the steel plates of the adjoining steel plate block 3, and then, the concrete is placed inside of the steel plate blocks. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种钢板块安装方法，其通过在钢板块内部放置混凝土并在安装由前后两端一体连接的钢板块之后设置钢板块来构造钢板混凝土结构在现场使用间隔保持材料如隔板等彼此平行布置的钢板和用于执行该方法的钢板块。解决方案：在钢板1a和1b的间隔保持材料2的端部上具有间隔调节机构14的钢板块3安装在现场，间隔调节机构14从外部操作以校正在相邻的钢板块3的钢板之间发生的接合偏差，然后将混凝土放置在钢板块的内部。版权所有（C）2005，JPO＆NCIPI

5. 发明专利

JP2007063954A Method of forming steel plate concrete 审中-公开
标题翻译：形成钢板混凝土的方法
公开(公告)号：JP2007063954A
公开(公告)日：2007-03-15
申请号：JP2005255065
申请日：2005-09-02
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OKUMOTO HIDEFUMI , KUWABARA MARIKO , ARIOKA SHINICHI , KUBO YOSHIHIKO , KAMICHI MASANORI
IPC分类号： E04B2/86 , E04B1/30
摘要： PROBLEM TO BE SOLVED: To efficiently carry out the setting work of a steel plate frame.
SOLUTION: In a method of forming steel plate concrete, when setting at an installation expected position on a base 1 the steel plate frame K provided with a pair of steel plates 2 which are integrated to each other at an interval in a thickness direction at a plurality of places by interval holding members 4 and stud bolts 5 which are protrudingly formed at inner opposite surfaces of the pair of the steel plates 2, a plurality of joint bars 7 are embedded on the base 1 in a protruded state at a plurality of positions on the installation expected position, and the steel plate frame K is lowered and set from an upward direction in such a way that each joint bar 7 is stored in an expected space V to be filled with concrete between the pair of the steel plate 2. Thereafter the steel plate frame K is integrated with each joint bar by placing concrete 3 in the expected space V to be filled with concrete, so that a steel plate concrete structural wall W is formed. In this case, each joint bar 7 is arranged at a center or an almost center of the thickness of the steel plate frame K when installing the steel plate frame K.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：有效地执行钢板框架的设置工作。解决方案：在形成钢板混凝土的方法中，当在基座1上的安装预期位置设置钢板框架K时，设置有一对钢板2，该钢板框架2以厚度在多个位置上通过间隔保持构件4和突出地形成在一对钢板2的内侧相对表面处的双头螺栓5在多个位置处形成多个接合杆7，多个接合杆7以突出状态嵌入基座1上在安装预期位置上的多个位置，并且钢板框架K从向上方向下降并设置成使得每个接合杆7被储存在预期空间V中，以在一对钢之间填充混凝土此后，钢板框架K通过将混凝土3放置在要填充混凝土的预期空间V中而与每个接合杆一体化，从而形成钢板混凝土结构壁W。在这种情况下，当安装钢板框架K时，每个接合杆7布置在钢板框架K的厚度的中心或几乎中心。（C）2007，JPO＆INPIT

6. 发明专利

JP2005147883A Ultrasonic flaw-detection method 有权
标题翻译：超声波检测方法
公开(公告)号：JP2005147883A
公开(公告)日：2005-06-09
申请号：JP2003386760
申请日：2003-11-17
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： UMEKUNI AKIRA , SUGATA MASAHIRO , MIYAUCHI YASUMASA , ABE TOMIICHI , YAMAMOTO KOZO , KAMICHI MASANORI
IPC分类号： G01N29/04 , G01N29/22 , G01N29/30 , G01N29/10
CPC分类号： G01N2291/044
摘要： PROBLEM TO BE SOLVED: To set effective quality criteria corresponding to various plate thicknesses, by adjusting the flaw detection sensitivity at the execution of ultrasonic flaw detection.
SOLUTION: In the ultrasonic flaw detection method for detecting defects in a specimen by SH waves projected from a probe, the probe is operated and brought close to an edge face of the specimen or separated from it, while projecting an ultrasonic beam toward the face. The location at which edge echoes on the surface side reflected at the face and corner echoes to the back side reflected at the face are considered to be of the same degree of echo height is determined. The distance between the face and the probe at the location is taken as the distance of flaw detection, and echoes, reflected at the face of each specimen detected at the location, are set as flow detection sensitivity. Then by performing flaw detection on defects, the need for creating standard test blocks, each time the plate thickness and surface state of specimens differ from one another to simplify work can be eliminated and accurate evaluation can be made.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：通过调整执行超声波探伤的探伤灵敏度，设定与各种板厚对应的有效质量标准。解决方案：在用于通过从探针投射的SH波检测样本中的缺陷的超声波探伤方法中，探针被操作并靠近试样的边缘或与之分离，同时将超声波束朝向的脸。在脸部和角落处反射的表面侧的边缘回波的位置反射到在脸部反射的背面被认为具有与确定的回波高度相同的程度。将该位置处的面和探头之间的距离作为探伤的距离，将在该位置检测到的每个样本的面反射的回波设置为流量检测灵敏度。然后通过对缺陷进行缺陷检测，需要创建标准测试块，每次板的厚度和表面状态彼此不同以简化工作时，可以消除并且可以进行准确的评估。版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JP2005009630A Joint method of members 审中-公开
标题翻译：联合会员方法
公开(公告)号：JP2005009630A
公开(公告)日：2005-01-13
申请号：JP2003176391
申请日：2003-06-20
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： UMEKUNI AKIRA , IKEO YOSAKU , SUGATA MASAHIRO , MIYAUCHI YASUMASA , ABE TOMIICHI , YAMAMOTO KOZO , KAMIMURA MASAYUKI , KAMICHI MASANORI
IPC分类号： E04B1/61 , F16B5/02 , F16B5/08
摘要： PROBLEM TO BE SOLVED: To provide a joint method of members of high workability and economical efficiency, and not needing the management and skill of high degree, capable of being properly executed at a job site under severe construction environment, and solving a problem on the increase of the cost for machining, the cost for material and the cost for fastening work, as bolts are not essential components.
SOLUTION: A plurality of through holes 3 are formed on end parts of joined members 1 and a splint material 2 in an aligned state, end parts of the joined members 1 are butted, the splint material 2 is placed on their side face, the through holes 3 are aligned, a filler material is poured into the aligned through holes, so that the joined members are butted and joined by bearing effect obtained by hardening the filler material.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供高可加工性和经济效益的成员的联合方法，不需要高度的管理和技能，能够在恶劣的施工环境下在工作现场正确执行，并且解决加工成本增加的问题，材料的成本和紧固工作的成本，因为螺栓不是必要的部件。解决方案：在接合构件1的端部和夹板材料2上以对准状态形成多个通孔3，将接合构件1的端部对接，将夹板材料2放置在其侧面通孔3对准，将填充材料注入对准的通孔中，使得通过使填充材料硬化而获得的承载效果使接合部件对接和接合。版权所有（C）2005，JPO＆NCIPI

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