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1. 发明专利

JP2006283529A Seismic reinforcing construction method and seismic reinforcing structure for existing structure 审中-公开
标题翻译：地震加固施工方法和现有结构的地震加固结构
公开(公告)号：JP2006283529A
公开(公告)日：2006-10-19
申请号：JP2005108799
申请日：2005-04-05
申请人： Materras Oume Kogyo Kk , Nishimatsu Constr Co Ltd , マテラス青梅工業株式会社 , 西松建設株式会社
发明人： MIYASHITA TAKESHI , IIZUKA SHINICHI , WADA TAKAKIYO , KOMORI HISAYUKI , TSURUTA TAKESHI , HIROSE MASAMI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a seismic reinforcing construction method and a seismic reinforcing structure for an existing structure, wherein a fixative property with cast-in-place concrete is good, labor is saved on site, work period is shortened, a finishing precision is improved and concrete of good quality can be placed.
SOLUTION: The seismic strengthening construction method for the existing structure is characterized in that reinforcing bars 5a, 5b are attached to the outside of a column A or a beam B of the existing structure, placing forms 1, 2 of pre-cast concrete in a solid shape are placed at the outside thereof and concrete 9 is placed within the placing forms 1, 2 so as to install more number of columns or beams on the exterior side.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为现有结构提供抗震加固施工方法和抗震加固结构，其中现浇混凝土的固定性好，现场人工节约，工期缩短，精加工精度提高，质量优良。解决方案：现有结构的抗震施工方法的特征在于，钢筋5a，5b附着在现有结构的柱A或梁B的外侧，放置预制件的形式1,2 将固体形状的混凝土放置在其外部，并将混凝土9放置在放置形式1,2内，以在外侧安装更多数量的柱或梁。版权所有（C）2007，JPO＆INPIT

2. 发明专利

JP2003013495A Design-build order system of concrete skeleton 审中-公开
标题翻译：混凝土设计制造订单系统
公开(公告)号：JP2003013495A
公开(公告)日：2003-01-15
申请号：JP2001201188
申请日：2001-07-02
申请人： Nishimatsu Constr Co Ltd , Reiji Tanaka , 礼治田中 , 西松建設株式会社
发明人： NISHIURA NORIAKI , MIYASHITA TAKESHI , TANAKA REIJI
IPC分类号： E04B1/21 , E04G21/00
摘要： PROBLEM TO BE SOLVED: To provide a design-build order system utilized for constructing a concrete skeleton including a design and execution from the order of members by precasting the whole building.
SOLUTION: In the construction of the concrete skeleton 11, the members in beams, columns, connecting sections 4 or the like constituting the concrete skeleton 11 are mass-produced and stored previously in a factory or the like prior to the construction of the concrete skeleton as precast column members 2, precast beam members and beam-column connection joints 1. The design-build order system of the design of the members after the concrete skeleton 11 must be constructed and the selection of the required members from the mass-produced members is adopted. Accordingly, the work sharing of the design side designing the concrete skeleton 11 and the factory side manufacturing the members is enabled, and productivity is improved.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：通过预制整个建筑物，提供用于构建包括设计和执行在内的具体骨架的设计构造订单系统。解决方案：在混凝土骨架11的构造中，构成混凝土骨架11的梁，柱，连接部4等中的构件在构造混凝土骨架之前，先以工厂等大量生产和储存作为预制柱构件2，预制梁构件和梁 - 柱连接接头1.必须构造在混凝土骨架11之后的构件的设计的设计构造顺序系统，并且从大量生产的构件中选择所需的构件被采纳。因此，能够进行设计侧设计混凝土骨架11和工厂侧的构件的工作共享，并提高生产率。

3. 发明专利

JP2005273184A Chipping method and chipping device 有权
标题翻译：切割方法和切割装置
公开(公告)号：JP2005273184A
公开(公告)日：2005-10-06
申请号：JP2004084589
申请日：2004-03-23
申请人： Nishimatsu Constr Co Ltd , 西松建設株式会社
发明人： MIYASHITA TAKESHI
IPC分类号： E04F21/00 , B28D1/18 , E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a chipping method and a chipping device capable of providing a uniform cutting trace having the predetermined depth, by completely exposing a concrete skeleton surface, by starting work from an optional position.
SOLUTION: This chipping device 10 moves a core boring machine 20 in the triaxial direction of the x-axis direction vertical to a surface of a concrete skeleton 1, the y-axis direction or the z-axis direction parallel and mutually vertical to the surface of the concrete skeleton 1. A cutting groove 3 cut on a concrete surface can be expanded in a width in the z-axis direction by its moving distance z
1 by performing operation moving the core boring machine 20 by a distance z
1 not more than a diameter of a cutting edge 21 in the z axis direction every time when forming the cutting groove 3 by alternately repeating a predetermined frequency of operation for cutting the surface of the concrete skeleton 1 up to the predetermined depth x
1 by the core boring machine 20 and operation for moving the core boring machine 20 by a predetermined distance y
1 in the y axis direction.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：通过从可选位置开始工作，通过完全暴露混凝土骨架表面来提供能够提供具有预定深度的均匀切割迹线的切屑方法和切屑装置。解决方案：该切屑装置10使芯镗床20沿与x轴方向的三轴方向垂直于混凝土骨架1的表面移动，y轴方向或z轴方向平行且相互垂直在混凝土骨架1的表面上，切割在混凝土表面上的切割槽3可以通过使钻芯移动移动而使z轴方向的宽度扩大其移动距离z 1 每当通过交替重复用于切割切割槽3的表面的预定操作频率来形成切割槽3时，z轴方向上的距离z 1 不超过切削刃21的直径通过镗孔机20将混凝土骨架1直到预定深度x 1 ，以及使镗孔机20在y轴上移动预定距离y 1 方向。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2007291761A Earthquake resistant ceiling structure 审中-公开
标题翻译：地震抗震天花板结构
公开(公告)号：JP2007291761A
公开(公告)日：2007-11-08
申请号：JP2006122002
申请日：2006-04-26
申请人： Nishimatsu Constr Co Ltd , Toda Constr Co Ltd , 戸田建設株式会社 , 西松建設株式会社
发明人： ARAI TOYOHITO , KUWA MOTOHIKO , MATSUMOTO KIYOTAKA , INAI SHINSUKE , TAKAHASHI KOJI , KANEKAWA MOTOI , MIYASHITA TAKESHI , IIZUKA SHINICHI
IPC分类号： E04B9/18 , E04B9/00
摘要： PROBLEM TO BE SOLVED: To provide an earthquake resistant ceiling structure which can easily and positively reduce displacement of a ceiling at the time of an earthquake, and prevents the ceiling from colliding against peripheral wall surfaces. SOLUTION: The earthquake resistant ceiling structure has a ceiling joist receiver 12 hung from and held by a ceiling slab 28 via hanger bolts 26, cradling 14 mounted on the cradling holder 12, and ceiling members 16 mounted on the cradling 14. The earthquake resistant ceiling structure has first displacement absorbing members 18 interposed between the cradling holder 12 or an external periphery of each cradling 14 and the wall surface 30 at a location corresponding to the same, for absorbing displacement of the cradling holder 12 or the cradling 14 at the time of an earthquake. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够容易且正确地减少地震时的天花板位移的抗震天花板结构，并且防止天花板与周壁表面碰撞。解决方案：抗震天花板结构具有通过吊架螺栓26，安装在吊架12上的托架14和安装在吊架14上的天花板构件16悬吊并由天花板28悬挂并由其固定的天花板托梁接收器12。抗震天花板结构具有插入在支架12之间或每个托架14的外周和与其相对应的位置的壁表面30之间的第一位移吸收构件18，用于吸收托架12或托架14的位移地震的时间版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2007191884A Structure and method for joining girder and beam together 有权
标题翻译：用于连接GIRDER和BEAM TOGETHER的结构和方法
公开(公告)号：JP2007191884A
公开(公告)日：2007-08-02
申请号：JP2006009750
申请日：2006-01-18
申请人： Nishimatsu Constr Co Ltd , 西松建設株式会社
发明人： TAKAHASHI KOJI , MIYASHITA TAKESHI , IIZUKA SHINICHI , KANEKAWA MOTOI
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To save labor for construction and shorten a construction period, when a girder and a beam are joined together.
SOLUTION: A protrusion with a head is formed on a girder joining plate part which is vertically provided in the side part of the girder. A locking hole for locking the protrusion is formed in a beam joining plate part which is vertically provided at the end of the beam. The locking hole comprises an insertion part into which a head of the protrusion can be inserted, and a locking part which continues into the insertion part so as to be elongated upward, and to which the head of the protrusion can be locked. An inclined part, in which the amount of the protrusion of the beam joining plate part from a side surface is increased upward, is formed at the peripheral edge of the locking part. The beam is moved toward the girder so that the head of the protrusion can be inserted into the insertion part, and so that the head of the protrusion can be locked to the locking part. The inclined part is fastened by being pushed into a section between the head of the protrusion and the side surface of the girder joining plate part, so that the girder joining plate part and the beam joining plate part can be joined together.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了节省施工时间，缩短施工期间，将梁和梁连接在一起。解决方案：具有头部的突起形成在竖直设置在梁的侧部中的梁连接板部分上。用于锁定突起的锁定孔形成在垂直设置在梁的端部处的梁接合板部分中。锁定孔包括插入部件，突出部的头部可以插入到该插入部分中，以及锁定部件，其延伸到插入部分中以便向上伸长，并且突出部分的头部可以锁定到该插入部分。在锁定部的周缘形成有倾斜部，其中梁接合板部从侧面的突出量向上增加。梁朝向梁移动，使得突起的头部能够插入到插入部分中，并且使得突起的头部可以锁定到锁定部分。倾斜部分通过被推入突起的头部和梁连接板部分的侧表面之间的部分被紧固，使得梁连接板部分和梁接合板部分可以接合在一起。版权所有（C）2007，JPO＆INPIT

6. 发明专利

JP2003073156A Recycled aggregate manufacturing machine and method 有权
标题翻译：回收聚合制造机和方法
公开(公告)号：JP2003073156A
公开(公告)日：2003-03-12
申请号：JP2001266085
申请日：2001-09-03
申请人： Nishimatsu Constr Co Ltd , 西松建設株式会社
发明人： MIYASHITA TAKESHI , NISHIURA NORIAKI , TAGUCHI TAKESHI
IPC分类号： E01C19/05 , C04B18/16
CPC分类号： C04B28/02 , C04B18/16 , Y02W30/95 , C04B20/0076 , C04B20/026 , C04B32/02
摘要： PROBLEM TO BE SOLVED: To provide a manufacturing method for recycled aggregate from a concrete block of scraped concrete, preventing the scattering of dust and generation of undesired noise, and also simplifying necessary machines, equipment and working processes.
SOLUTION: In the recycled aggregate manufacturing machine S, the concrete block X with reinforcing iron rods is crushed by a water jet into small concrete pieces Y1 containing no reinforcing iron rods. The crushed pieces are successively screened with a plurality of shieves 23, 33, 43, 53, each of them having different size, while jetting water toward the concrete pieces. The residual concrete pieces on each shieves are taken out as recycled aggregates Z1, Z2, Z3, Z4.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供从混凝土块混凝土块中回收骨料的制造方法，防止灰尘的飞散和不期望的噪音的产生，并且还简化必要的机器，设备和工作过程。解决方案：在再生骨料制造机S中，将具有加强铁棒的混凝土块X用水射流粉碎成不含钢筋的小混凝土片Y1。连续地将多个隔板23,33,43,53筛分出来，每个隔板具有不同的尺寸，同时朝向混凝土件喷射水。每个隔板上的剩余混凝土块作为再生骨料Z1，Z2，Z3，Z4取出。

7. 发明专利

JP2003013493A Beam-column connection joint and beam-column connection method 审中-公开
标题翻译：梁柱连接接头和梁柱连接方法
公开(公告)号：JP2003013493A
公开(公告)日：2003-01-15
申请号：JP2001201187
申请日：2001-07-02
申请人： Nishimatsu Constr Co Ltd , Reiji Tanaka , 礼治田中 , 西松建設株式会社
发明人： NISHIURA NORIAKI , MIYASHITA TAKESHI , TANAKA REIJI
IPC分类号： E04B1/16 , E04B1/58 , E04C3/20 , E04C5/02
摘要： PROBLEM TO BE SOLVED: To provide a beam-column connection joint, a beam-column connection method and an execution method for executing a concrete skeleton more easily by using a precast member. SOLUTION: The beam-column connection joint 1 having vertical joint bars 8 and horizontal joint bars 9 fixed in fixed length in a precast column member 2 and a precast beam member 3 and shear reinforcing bars 10 assembled to the vertical joint bars 9 is manufactured. A plurality of the beam-column connection joints 1 corresponding to the precast column member 2 and the precast beam member 3 are manufactured previously from the member 2 and the member 3 and computation, experimentation or the like, and the beam-column connection joint 1 mounted on the connection section 4 of a desired member is also selected by selecting the desired member from a plurality of the manufactured members when the concrete skeleton 11 must be executed. The concrete skeleton 11 can be executed more easily by the precast column member 2 and the precast beam member 2 by the above-mentioned processes.
摘要翻译：要解决的问题：提供一种梁柱连接接头，梁柱连接方法和通过使用预制构件更容易地执行混凝土骨架的执行方法。解决方案：制造具有垂直接头杆8和固定长度固定在预制柱构件2中的水平接头杆9和装配到垂直接头杆9的预制梁构件3和剪切钢筋10的梁 - 柱连接接头1。预先从构件2和构件3制造对应于预制柱构件2和预制梁构件3的多个梁 - 柱连接接头1以及计算，实验等，并且梁 - 柱连接接头1 当必须执行混凝土骨架11时，通过从多个制造的构件中选择所需的构件来选择安装在期望构件的连接部分4上。通过上述工艺，预制柱构件2和预制梁构件2可以更容易地执行混凝土骨架11。

8. 发明公开

EP1403447A4 BUILDING DEMOLISHING METHOD 审中-公开
标题翻译：方法拆除房屋建筑
公开(公告)号：EP1403447A4
公开(公告)日：2009-05-13
申请号：EP02771765
申请日：2002-05-21
申请人： NISHIMATSU CONSTR CO LTD
发明人： UTSUMI NOBUKI , CHIBA MINORU , GOTO NORIHIRO , SHIKAMORI YASUYUKI , MIYASHITA TAKESHI , SAKURAI ETSUO
IPC分类号： E04G21/30 , E04G23/08
CPC分类号： E04G21/30 , E04G21/242 , E04G21/3247 , E04G23/08
摘要： A building demolishing method that does not require a large-sized machine to construct a shield and always secures a scaffolding necessary for demolishing a building, comprising the steps of erecting guide columns (2) disposed at predetermined intervals around the side of a building (a) to be demolished, assembling a shield (1) vertically slidable as guided by the guide columns to surround the lateral periphery of the building at the level of the ground or the lowermost story of the building, and storing demolishing machines (8-10) in the shield.

9. 发明专利

HK1066039A1 Building demolishing method 未知
公开(公告)号：HK1066039A1
公开(公告)日：2005-03-11
申请号：HK04108934
申请日：2004-11-12
申请人： NISHIMATSU CONSTR CO LTD
发明人： UTSUMI NOBUKI , CHIBA MINORU , GOTO NORIHIRO , SHIKAMORI YASUYUKI , MIYASHITA TAKESHI , SAKURAI ETSUO
IPC分类号： E04G21/30 , E04G23/08 , E04G

10. 发明专利

JP2003221995A BORING DEVICE AND DRILLING METHOD 审中-公开
公开(公告)号：JP2003221995A
公开(公告)日：2003-08-08
申请号：JP2002019867
申请日：2002-01-29
申请人： NISHIMATSU CONSTR CO LTD
发明人： TAGUCHI TAKESHI , OGURI TOSHIO , MIYASHITA TAKESHI , NISHIURA NORIAKI
IPC分类号： E21B7/10 , E21B7/04 , E21B10/60
摘要： PROBLEM TO BE SOLVED: To provide a boring device and a drilling method capable of preventing deflection of a drilling member even in a high rotation and a high transfer speed and drilling a hole having a definite shape at a specified position without an inching operation and drilling a hole by a remote operation without approaching an aimed object. SOLUTION: A boring device is used, which is provided with a drilling member 3 for drilling an object 2, a rotation means 4 connected to the tail end of the drilling member 3 to rotate the drilling member 3, a drilling member support section 5 including a ring 11 provided with an insertion part in which the drilling member 3 can insert and a rotary support part 12 protrusively provided toward the insertion part of the ring 11 to rotatably support the drilling member 3, and a base member 6 movably supporting the rotation means 4 to which the drilling member 3 is connected. COPYRIGHT: (C)2003,JPO

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