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41. 发明专利

JP2014118776A Steel plate earthquake-resisting wall 审中-公开
标题翻译：钢板接地墙
公开(公告)号：JP2014118776A
公开(公告)日：2014-06-30
申请号：JP2012276062
申请日：2012-12-18
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAZAKI KENJI , UEDA HIROYUKI , SUZUKI NAOMIKI , YAMASHITA YASUHIKO , KUSHIMA SOICHIRO , KATAYAMA TAKESHI , USAMI TORU , ONO YOSHINOBU , USHIWATA FUMI
IPC分类号： E04B2/56
摘要： PROBLEM TO BE SOLVED: To enhance a stiffening effect of a lattice member and improve beauty of a wall.SOLUTION: In a steel plate earthquake-resisting wall, an earthquake-resisting wall W is configured by arranging an oblique lattice-shaped lattice member 4 along a wall surface, in a frame K comprising a column 1 and a beam 2. The lattice member 4 is configured by providing a plurality of oblique materials 4A in a crossing state. The oblique materials 4A are stiffened by fixing a steel plate 5 along the wall surface to at least crossing parts of the oblique materials 4A. A wall part, which is not provided with the steel plate 5, is configured as a window part M freely enabling seeing-through in a wall thickness direction.
摘要翻译：要解决的问题：提高格子构件的加强效果，改善墙面美观。解决方案：在钢板抗震墙中，通过布置倾斜格子状网格构件4来构造抗震壁W 沿着壁面，在包括柱1和梁2的框架K中。栅格构件4通过在交叉状态下设置多个倾斜材料4A而构造。倾斜材料4A通过将钢板5沿着壁表面固定到倾斜材料4A的至少交叉部分来加固。没有设置有钢板5的壁部被构造为能够在壁厚方向上进行通过的窗部M.

42. 发明专利

JP2008075257A Method and structure for joining precast reinforced concrete beam members together 有权
标题翻译：接合预制钢筋混凝土梁构件的方法与结构
公开(公告)号：JP2008075257A
公开(公告)日：2008-04-03
申请号：JP2006252391
申请日：2006-09-19
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ISHIKAWA YUJI , UEDA HIROYUKI , YANAGISAWA NOBUYUKI , OGURA KIYOSHI , KAWAI EISAKU
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a method and a structure for joining precast reinforced concrete beam members together, which can drastically simplify large-scale post-work without the horizontal displacement of PCa beam members when the PCa beam members are joined together, which realize the shortening of a construction period, and which are excellent in construction work characteristics and economic efficiency.
SOLUTION: Joint ends of the beam members 1 and 1 are provided with slit-like void portions 2 which correspond to each other when they are brought closer to each other almost up to an abutting state in advance, respectively. The beam members 1 and 1 are brought closer to each other up to the almost abutting state, and positioned in such a manner as to be arranged in an opposed state; a connecting member 3, which is composed of a reinforcing bar 3a etc. formed in an X-shape, is inserted into the void portions 2 corresponding to each other, and positioned in such a manner as to almost evenly straddle both the beam members 1 and 1; and after that, a hardening material 4 is infilled into the void portion 2, so that the precast reinforced concrete beam members 1 and 1 can be integrally joined together.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于将预制钢筋混凝土梁构件连接在一起的方法和结构，当PCa梁构件连接在一起时，这可以大大简化大型后工作而不需要PCa梁构件的水平位移实现施工期缩短，施工工作特点和经济效益优良。解决方案：梁构件1和1的接头端部分别设置有狭缝状的空隙部分2，它们彼此分别彼此靠近，预先彼此靠近抵接状态。梁构件1和1彼此靠近，直到几乎邻接状态，并且以这样的方式定位成相对的状态：由形成为X形的钢筋3a等构成的连接部件3插入到彼此对应的空隙部分2中，并且以几乎均匀地跨过两个梁部件1的方式和1; 然后，将硬化材料4填充到空隙部分2中，使得预制钢筋混凝土梁构件1和1可以整体连接在一起。版权所有（C）2008，JPO＆INPIT

43. 发明专利

JP2008075251A Method and structure for joining precast reinforced concrete beam members together 有权
标题翻译：接合预制钢筋混凝土梁构件的方法与结构
公开(公告)号：JP2008075251A
公开(公告)日：2008-04-03
申请号：JP2006252252
申请日：2006-09-19
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ISHIKAWA YUJI , UEDA HIROYUKI , YANAGISAWA NOBUYUKI , OGURA KIYOSHI , SHIBATA YASUYUKI , OKAMOTO KEISHIRO , SOGA YUTAKA
IPC分类号： E04B1/58 , E04B1/21
摘要： PROBLEM TO BE SOLVED: To provide a method and a structure for joining precast reinforced concrete beam members together, which can drastically simplify large-scale post-work without the horizontal displacement of PCa beam members when the PCa beam members are joined together, which realize the shortening of a construction period, and which are excellent in economic efficiency.
SOLUTION: Joint ends of the beam members 1 and 1 are provided with through-holes 2 (or non-through-holes) which correspond to each other when they are brought closer to each other up to an almost abutting state in advance, respectively. The beam members 1 and 1 are brought closer to each other up almost to the abutting state, and positioned in such a manner as to be arranged in an opposed state. A connecting member 4 for connecting the two beam members 1 and 1 together is positioned by being inserted into the through-holes 2 (or the non-through-holes) corresponding to each other. After that, a hardening material 7 is infilled into the through-holes 2 (or the non-through-holes), so that the precast reinforced concrete beam members 1 and 1 can be integrally joined together.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于将预制钢筋混凝土梁构件连接在一起的方法和结构，当PCa梁构件连接在一起时，这可以大大简化大型后工作而不需要PCa梁构件的水平位移实现了施工期缩短，经济效益优良。解决方案：梁构件1和1的接头末端设有通孔2（或非通孔），当它们相互靠近时，彼此对应，直到几乎接近状态，分别。梁构件1和1几乎靠近邻接状态彼此靠近，并且被布置成相对的状态。用于将两个梁构件1和1连接在一起的连接构件4通过插入到彼此对应的通孔2（或非通孔）中而定位。之后，将硬化材料7填充到通孔2（或非通孔）中，使得预制钢筋混凝土梁构件1和1可以整体地连接在一起。版权所有（C）2008，JPO＆INPIT

44. 发明专利

JP2008069564A Method of and structure for joining precast reinforced concrete beam members together 有权
标题翻译：加固预应力混凝土梁构件的方法与结构
公开(公告)号：JP2008069564A
公开(公告)日：2008-03-27
申请号：JP2006249216
申请日：2006-09-14
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ISHIKAWA YUJI , UEDA HIROYUKI , YANAGISAWA NOBUYUKI , OGURA KIYOSHI , KAWAI EISAKU
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a method of and a structure for performing the operation of joining precast reinforced concrete beam members together from one outer surface of a beam without the horizontal displacement of the precast reinforced concrete beam members.
SOLUTION: In this precast reinforced concrete beam member, a recess is formed in the front central portion of its end to be joined. A plurality of beam reinforcements horizontally crossing the inside of the recess are vertically exposed. Connecting members straddling the recesses of both the precast reinforced concrete beam members are inserted among the plurality of exposed beam reinforcements in a state in which the ends of the precast reinforced concrete beam members face and butt against each other, respectively. The connecting members are fixed by injecting and infilling a hardening material into the recess, so that the precast reinforced concrete beam members can be joined together.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于执行将预制钢筋混凝土梁构件从梁的一个外表面连接而不是预制钢筋混凝土梁构件的水平位移的操作的方法和结构。解决方案：在这种预制钢筋混凝土梁构件中，在其待连接端部的前中心部分形成凹部。水平地穿过凹部内部的多个梁加强件被垂直地暴露。横跨预制钢筋混凝土梁构件的凹部的连接构件在预制钢筋混凝土梁构件的端部分别面对并彼此对接的状态下插入在多个暴露的梁加强件之间。连接构件通过将硬化材料注入和填充到凹部中来固定，使得预制钢筋混凝土梁构件可以接合在一起。版权所有（C）2008，JPO＆INPIT

45. 发明专利

JP2008063845A Method and structure for joining precast reinforced concrete beam members to each other 审中-公开
标题翻译：预先加固混凝土梁构件的方法和结构
公开(公告)号：JP2008063845A
公开(公告)日：2008-03-21
申请号：JP2006243623
申请日：2006-09-08
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ISHIKAWA YUJI , UEDA HIROYUKI , OGURA KIYOSHI
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a method and a structure for joining precast reinforced concrete beam members to each other, without horizontal displacement.
SOLUTION: In the precast reinforced concrete beam member, a notched portion, which is formed at the end of the beam member, is provided with a slit groove into which a T-shaped steel web can be inserted, and a hole penetrating in a direction parallel to the depth direction of the slit groove is formed. The two precast reinforced concrete beam members are positioned in a mutually opposed state; the T-shaped steel web is inserted into the slit groove; a bolt hole, which is provided in a flange portion, positionally corresponds to the hole which is formed in the notched portion; a connecting member is inserted into the hole of the notched portion from the bolt hole, passed through it, and fixed by fastening a nut; and a hardening material is injected and infilled into the slit groove, the hole of the notched portion, and the notched portion, so that the precast reinforced concrete beam members can be joined together.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于将预制钢筋混凝土梁构件彼此连接而不进行水平位移的方法和结构。解决方案：在预制钢筋混凝土梁构件中，形成在梁构件端部的切口部分设有可插入T形钢腹板的狭槽，穿孔孔形成与狭缝槽的深度方向平行的方向。两个预制钢筋混凝土梁构件处于相互相对的状态; 将T形钢筋网插入缝槽; 设置在凸缘部中的螺栓孔与形成在切口部的孔相对应。连接构件从螺栓孔插入到切口部分的孔中，穿过它，并通过紧固螺母固定; 并且将硬化材料注入并填充到狭缝槽，切口部分的孔和切口部分中，使得预制钢筋混凝土梁构件可以接合在一起。版权所有（C）2008，JPO＆INPIT

46. 发明专利

JP2008063802A Method and structure for joining precast reinforced concrete beam members to each other 审中-公开
标题翻译：预先加固混凝土梁构件的方法和结构
公开(公告)号：JP2008063802A
公开(公告)日：2008-03-21
申请号：JP2006242233
申请日：2006-09-07
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ISHIKAWA YUJI , UEDA HIROYUKI
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a method and a structure for joining precast reinforced concrete beam members to each other, which achieve the shortening of a construction period, and which are excellent in constructibility and economic efficiency. SOLUTION: Notched portions 1a and 1b are provided at the joint ends of the beam member 1, respectively. Through-holes 2 passing through the notched portions are provided, respectively. The two precast reinforced concrete beam members, which comprise a sleeve joint 3 partially or wholly embedded in the though-hole 2, are positioned in such a manner as to be arranged in an opposed state by getting closer to each other almost in an abutting state. Approximately U-shaped connecting members 4 and 4, which can be inserted into the through-holes 2 of the beam member 1 and 1 in a straddling manner, are inserted into the sleeve joints 3 in the through-holes 2 from the outside, and housed in the notched portions, respectively. After that, a hardening material 5 is infilled into the through-holes and the notched portions, so that a sleeve joint portion cab be fixed and so that the precast reinforced concrete beam members can be joined together. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种连接预制钢筋混凝土梁构件的方法和结构，其实现了施工期间的缩短，并且具有优异的构造性和经济效益。解决方案：切口部分1a和1b分别设置在梁构件1的接头端。分别设有穿过切口部分的通孔2。两个预制钢筋混凝土梁构件，其包括部分地或全部地嵌入在通孔2中的套筒接头3以这样的方式定位，以便通过彼此靠近彼此靠近的状态而相对地布置。大致U形连接构件4和4可以从横向插入到梁构件1和1的通孔2中，从外部插入到通孔2中的套筒接头3中，并且分别容纳在切口部分。之后，将硬化材料5填充到通孔和切口部分中，使得套筒接合部分驾驶室被固定，使得预制钢筋混凝土梁构件可以接合在一起。版权所有（C）2008，JPO＆INPIT

47. 发明专利

JP2004232386A Base isolation structure of wide area response 有权
公开(公告)号：JP2004232386A
公开(公告)日：2004-08-19
申请号：JP2003023974
申请日：2003-01-31
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAMOTO MASAFUMI , YOSHIDA KENICHI , UEDA HIROYUKI , KISHIMOTO KOHEI
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a base isolation structure that displacement in an earthquake is adaptable in a wide range from a small amplitude to a large amplitude.
SOLUTION: A base isolation layer of a base isolation structure is provided with a base isolation device. Attenuation devices for a micro amplitude absorbing vibration energy in the deformation of the micro amplitude within a specified limit are placed side by side. The attenuation device for the micro amplitude has a supporter in which the transmission of an attenuation force is intercepted by deformation exceeding the limit.
COPYRIGHT: (C)2004,JPO&NCIPI

48. 发明专利

JPH03107642A DAMPING FLOOR STRUCTURE 失效
公开(公告)号：JPH03107642A
公开(公告)日：1991-05-08
申请号：JP24589089
申请日：1989-09-21
申请人： TAKENAKA KOMUTEN CO , TOKKYO KIKI KK
发明人： TAKAHASHI YOSHINORI , MURAI NOBUYOSHI , KATAYAMA KAZUYOSHI , OKAMOTO TATSUO , SHIMONO NAOTO , UEDA HIROYUKI , YASUDA MASASHI
IPC分类号： E04B1/98 , E04B1/34 , E04B5/00 , E04B5/43 , E04H9/02 , F16F15/02
摘要： PURPOSE:To restrain vibration of a floor in the vertical direction caused by stationary vibration by connecting an auxiliary supporting member to a spindle, by movably providing a supporting point member acting on this, and by providing a control mechanism for automatically moving the supporting point member based on information of a vibration sensor provided on the floor. CONSTITUTION:When a floor W vibrates, a frequency Fw of the floor W is measured all the time by a vibration sensor 15, and as the frequency Fw is changed due to change in a load imposed on the floor W, for example, as the load is increased and the frequency Fw is reduced, a working position against an auxiliary supporting member 6, that is, the working position of a plate spring supporting roller 11 against a plate spring 5 is moved away from a plate spring supporting member 4. To the contrary, as the load is reduced and the frequency Fw is increased, the working position of the roller 11 against the spring 5 is brought close to the member 4 side, and a servo motor 12 (driving mechanism) is driven and controlled by a control circuit 17 so that a frequency Fm of a spindle M by a vibration sensor 16 accords with the frequency Fw, by which the frequency is reduced and generation of resonance is avoided.

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