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1. 发明专利

JP2014111877A Wall body construction block, wall body, method for constructing wall body 有权
标题翻译：墙体结构块，墙体，构筑墙身体的方法
公开(公告)号：JP2014111877A
公开(公告)日：2014-06-19
申请号：JP2013140914
申请日：2013-07-04
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OUSALEM HASSANE , ISHIKAWA YUJI , YAMADA AI , HARA KEIICHI , ITO HIDEJI , MIYAUCHI YASUMASA , UEDA HIROYUKI , MAKINO AKIFUMI
IPC分类号： E04G23/02 , E04B2/02
摘要： PROBLEM TO BE SOLVED: To obtain wall body construction blocks and the wall body capable of suppressing prolongation of a construction period of a work and reducing an amount of grout to be filled in the blocks by stacking blocks from the front face side in the blocks to be stacked while inserting a reinforcing bar in the blocks.SOLUTION: When a wall body is constructed by using a block 12 so that a reinforcing bar is inserted into a through hole 44 of the block 12, the block 12 is made to approach a space from the front face side so that the reinforcing bar passes through a guideway 42 to reach the through hole 44, the reinforcing bar is inserted into the through hole 44 of the block 12, and the block 12 is arranged at a predetermined position. By repeating this operation, a wall body is constructed by a plurality of blocks 12. Prolongation of a construction period of the work can be suppressed by stacking the blocks 12 from the front face side. In addition, since the guideway 42 is made narrow to the through hole 44, an amount of grout to be filled in the blocks 12 can be reduced.
摘要翻译：要解决的问题：为了获得壁体结构块和壁体，其能够抑制工件的施工周期的延长，并且通过从块中的前表面堆积块来减少要填充在块中的浆料的量在将块钢筋插入块体的同时被堆叠。解决方案：当通过使用块体12构造壁体以便将钢筋插入到块体12的通孔44中时，块体12接近空间从前表面侧使得钢筋穿过导轨42到达通孔44，将钢筋插入块12的通孔44中，将块12布置在预定位置。通过重复该操作，壁体由多个块12构成。通过从正面侧堆叠块12可以抑制作业的施工周期的延长。此外，由于导轨42对通孔44的制作较窄，所以能够减少要填充在块体12中的灌浆量。

2. 发明专利

JP2012057335A Earthquake-resisting wall 审中-公开
标题翻译：地震电阻墙
公开(公告)号：JP2012057335A
公开(公告)日：2012-03-22
申请号：JP2010200346
申请日：2010-09-07
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MIYAUCHI YASUMASA , OTA YOSHIHIRO , YAMADA AI , TAKEUCHI MITSURU
IPC分类号： E04H9/02 , E04B2/56 , F16F7/00
摘要： PROBLEM TO BE SOLVED: To provide an earthquake-resisting wall which is capable of effectively obtaining initial rigidity and the maximum proof strength and demonstrating deformation performance when receiving shear force larger than a prescribed value.SOLUTION: An earthquake-resisting wall 10 includes: a first groove 20 formed on a surface of a wall body 18 formed with concrete; and a second groove 22 formed on a back surface of the wall body 18 at an interval from the first groove 20 in the front face view. Thus, the earthquake-resisting wall 10 is capable of effectively obtaining the initial rigidity and the maximum proof strength and demonstrating deformation performance when the shear force larger than the prescribed value is received.
摘要翻译：要解决的问题：提供一种能够有效获得初始刚度和最大防护强度并且在接收大于规定值的剪切力时证明变形性能的抗震壁。解决方案：抗震墙10包括：形成在形成有混凝土的壁体18的表面上的第一槽20; 以及形成在壁体18的后表面上的第二凹槽22，其在正面视图中与第一凹槽20间隔开。因此，当接收到大于规定值的剪切力时，抗震壁10能够有效地获得初始刚度和最大防护强度，并显示变形性能。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2011236651A Reinforcement structure for tower structure 有权
标题翻译：塔式结构加固结构
公开(公告)号：JP2011236651A
公开(公告)日：2011-11-24
申请号：JP2010109327
申请日：2010-05-11
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMADA AI , WATANABE FUMIO , IGARASHI SHINYA , KASUGA YASUHIRO , OTA YOSHIHIRO , TAKEUCHI MITSURU
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To increase the flexural capacity of a joint part between a tower structure supported by a foundation and the foundation.SOLUTION: Tension members 14A, 14B, to which tensioning forces are applied, are helically arranged on reinforcement members 12A, 12B that surround a tower structure 22 in such a way as to be in contact with the outside surface of the tower structure 22. The tensioning forces applied to the tension members 14A, 14B are transmitted to a foundation 20 through transmitting parts 16A, 16B, and the reinforcement members 12A, 12B are fixed to the foundation 20. Therefore, compressive stress occurred in a joint part 42 can increase the flexural capacity of the joint part 42 of the tower structure 22.
摘要翻译：要解决的问题：提高由基础支撑的塔架结构与基础之间的接合部的弯曲能力。解决方案：施加张紧力的张紧构件14A，14B螺旋地布置在围绕塔架结构22的加强构件12A，12B上，以便与塔架结构的外表面接触施加到张紧构件14A，14B的张力通过传递部件16A，16B传递到基座20，并且加强构件12A，12B固定到基座20上。因此，在接合部42中发生压缩应力可以增加塔架结构22的接头部分42的弯曲能力。版权所有（C）2012，JPO＆INPIT

4. 发明专利

JP2011184967A Concrete wall frame, building with the same, and method of designing the same 有权
标题翻译：混凝土墙框，建筑物框架及其设计方法
公开(公告)号：JP2011184967A
公开(公告)日：2011-09-22
申请号：JP2010052045
申请日：2010-03-09
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMADA AI , MIYAUCHI YASUMASA , OTA YOSHIHIRO , OTSUKA MASAHIRO , MOJI YOJIRO , TANNO YOSHIO
IPC分类号： E04B1/04
摘要： PROBLEM TO BE SOLVED: To improve deformation performance of a concrete wall frame. SOLUTION: A concrete wall 10 is joined to the frame 12 which has opposing concrete pillars 14 and upper and lower concrete beams 16 installed between the pillars 14. In the concrete wall 10, openings 18, 20 are formed so as to leave wing walls 10B between the pillars. The shearing-reinforcing-bar ratio of the pillar 14 adjacent to the wing wall 10B is at least 0.6, while L s /D c is equal to or less than 1.3 when the wing wall width of the wing wall 10B is L s and the pillar width of the pillar 14 is D c . COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提高混凝土墙框架的变形性能。解决方案：混凝土墙10连接到框架12上，框架12具有相对的混凝土柱14以及安装在支柱14之间的上下混凝土梁16.在混凝土墙10中，形成开口18,20以便留下支柱之间的翼壁10B。与翼壁10B相邻的支柱14的剪切加强筋比例为0.6以上，而L SB < 翼壁10B的翼壁宽度为L ~~S，柱14的支柱宽度为D c 。版权所有（C）2011，JPO＆INPIT~~

5. 发明专利

JP2011184866A Joint structure of steel member, structure, and method for joining the steel member 有权
标题翻译：钢构件的接合结构，结构和方法，用于接合钢构件
公开(公告)号：JP2011184866A
公开(公告)日：2011-09-22
申请号：JP2010048302
申请日：2010-03-04
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ASO NAOKI , NAKANE KAZUTOMI , OGURA FUMITAKA , OTA YOSHIHIRO , OKADA JUNICHI , YAMADA AI , TAKEUCHI MITSURU
IPC分类号： E04H9/02 , E04B1/58 , E04B2/56
摘要： PROBLEM TO BE SOLVED: To easily join a steel member to a structural building frame with a high degree of accuracy while securing structural performance of the steel member.
SOLUTION: Stress is transferred to a fixing portion 104 via a stud 50 from a flange 24A of a lower end 21 of a corrugated steel plate 18. The stress transferred to the fixing portion 104 is transferred to pieces 110 and 120 of shape steel via a stud 150. The stress transferred to the pieces 110 and 120 of shape steel is transferred to a beam 16A via the stud 160. A lower end 21 of the corrugated steel plate 18 and the beam 16A are structurally integrated together. Thus, the structural performance for transferring the stress from the lower end 21 of the corrugated steel plate 18 to the beam 16A is secured. The corrugated steel plate 18 can be easily joined to the beam 16A with a high degree of accuracy by adjusting the position, attitude, etc. of the corrugated steel plate 18 before infilling concrete Q.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：在确保钢构件的结构性能的同时，以高精度容易地将钢构件连接到结构建筑物框架。解决方案：应力通过螺柱50从波纹钢板18的下端21的凸缘24A转移到固定部分104.传递到固定部分104的应力被转移到形状的片110和120上通过螺柱150传递到钢片110和120上的应力经由螺栓160传递到梁16A上。波纹钢板18的下端21和梁16A结构地结合在一起。因此，确保了将应力从波纹钢板18的下端21传递到梁16A的结构性能。波纹钢板18可以通过在填充混凝土Q之前调整波纹钢板18的位置，姿态等，以高精度容易地接合到梁16A上。（C）2011，JPO＆INPIT

6. 发明专利

JP2015048612A ブレース構造审中-公开
标题翻译：布置结构
公开(公告)号：JP2015048612A
公开(公告)日：2015-03-16
申请号：JP2013179816
申请日：2013-08-30
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： YAMADA AI , KUSUNOKI TOSHIHIRO , OKUNO YUICHIRO , ISHIKAWA YUJI , WATANABE FUMIO
IPC分类号： E04H9/02 , E04B1/58
摘要：【課題】架構にブレースを容易に設置する。【解決手段】撓み変形したブレース50(ブレース材52)を架構20に配置して端部50Tを隅部22に圧着させることで、ブレース50を容易に架構20に設置することできる。更に、設置状態(ブレース材52が撓み変形した状態)のブレース50のブレース材52の曲率半径が小さくなるように撓み変形させて全長を収縮させることで、ブレース50を容易に架構20から取り外すことができる。【選択図】図1
摘要翻译：要解决的问题：容易地将支架安装在框架中。解决方案：将弓形支架50（支撑材料52）放置在框架20中，并且端部部分50T被压接在拐角部分22处，这允许支架50 另外，弓形支架50弯曲，使得在安装状态（支撑材料52弯曲的状态）下的支架50的支撑材料52的曲率半径变小，以便缩短整个长度，这允许支架50容易地从框架20移除。

7. 发明专利

JP2011226071A Reinforcement structure of structural member and reinforcement method thereof 审中-公开
标题翻译：结构构件的加固结构及其加固方法
公开(公告)号：JP2011226071A
公开(公告)日：2011-11-10
申请号：JP2010094026
申请日：2010-04-15
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMADA AI , WATANABE FUMIO , IGARASHI SHINYA , KASUGA YASUHIRO , OTA YOSHIHIRO , TAKEUCHI MITSURU
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To improve bending yield strength of a structural member at its joint portion.SOLUTION: Tension members 14A, 14B to which tensile force is applied are provided helically to reinforcing members 12A to 12D which surround an outer surface of a structural member 20 so as to contact with the outer surface thereof. The tensile force applied to the tension members 14A, 14B is transmitted to a support portion 106 through transmitting portions 16A, 16B, whereby the reinforcing members 12A, 12B are fixed to the support portion 106. As a result, the bending yield strength of a support joint part 38 of the structural member 20 is improved by compression stress produced at the support joint part 38.
摘要翻译：要解决的问题：提高结合部件的接合部的弯曲屈服强度。解决方案：施加拉力的张紧构件14A，14B螺旋地设置在围绕结构构件20的外表面以与其外表面接触的加强构件12A至12D。施加到张紧构件14A，14B的张力通过传递部分16A，16B传递到支撑部分106，由此将加强构件12A，12B固定到支撑部分106.结果，弯曲屈服强度结构构件20的支撑接头部分38通过在支撑接合部分38处产生的压缩应力而得到改善。版权所有：（C）2012，JPO＆INPIT

8. 发明专利

JP2011196118A Structural member 有权
标题翻译：结构会员
公开(公告)号：JP2011196118A
公开(公告)日：2011-10-06
申请号：JP2010065148
申请日：2010-03-19
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMADA AI , WATANABE FUMIO , KIMURA HIDEKI , OTA YOSHIHIRO , TAKEUCHI MITSURU
IPC分类号： E04C5/08 , E04B1/22 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To provide a structural member, introducing pre-stress to a concrete body by pulling one end, the other end or both ends of a tension member provided on the concrete body.SOLUTION: Tension is applied to the tension members 14, 16 spirally provided on the concrete body 12, thereby introducing pre-stress in the material axial direction and in the circumferential direction of the concrete body 12. Thus, the structural member 10 can be improved in crazing resistance, tensile strength, compressive strength and bending strength.
摘要翻译：要解决的问题：提供一种结构构件，通过拉动一端，设置在混凝土体上的张力构件的另一端或两端将预应力引入混凝土体。解决方案：张力施加到张紧构件14上螺旋地设置在混凝土主体12上，从而在材料轴向和混凝土主体12的圆周方向上引入预应力。因此，结构构件10可以提高耐龟裂性，抗拉强度，抗压强度和弯曲强度。

9. 发明专利

JP2013002032A Earthquake-resisting wall of corrugated steel plate and calculation method of initial elastic shear stiffness thereof 有权
标题翻译：腐蚀钢板的地震电磁墙及其初始弹性剪切强度的计算方法
公开(公告)号：JP2013002032A
公开(公告)日：2013-01-07
申请号：JP2011130587
申请日：2011-06-10
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OTA YOSHIHIRO , KANEKO HIROFUMI , YAMADA AI , TAKEUCHI MITSURU , TANAKA HIDETO , SUZUKI NAOMIKI , NOZAWA HIROKAZU
IPC分类号： E04H9/02 , E04B2/56
摘要： PROBLEM TO BE SOLVED: To provide an earthquake-resisting wall of corrugated steel plate which allows a plurality of openings to be formed with improved workability, and a calculation method of the initial elastic shear stiffness thereof.SOLUTION: A corrugated steel plate 30 is provided with a plurality of openings 40. The openings 40 are holes in a circular form having the same radius, and arranged in a staggered form in each flat plate part 30P of the corrugated steel plate 30, such that stress transmitting parts 42A and 42B tilted in the opposite directions relative to the vertical direction are formed between the neighboring openings 40.
摘要翻译：要解决的问题：提供波纹钢板的耐震墙，其允许形成具有改进的可加工性的多个开口，以及其初始弹性剪切刚度的计算方法。波纹钢板30设置有多个开口40.开口40是具有相同半径的圆形孔，并且在波纹钢板的每个平板部分30P中以交错的形式布置 30，使得在相邻的开口40之间形成相对于垂直方向在相反方向倾斜的应力传递部42A和42B。（C）2013，JPO＆INPIT

10. 发明专利

JP2012026097A Fixing jig of joint member and bonding method of joint member 审中-公开
标题翻译：接头成员的固定接头和接头成员的接合方法
公开(公告)号：JP2012026097A
公开(公告)日：2012-02-09
申请号：JP2010163265
申请日：2010-07-20
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAMOTO IKUMI , SUGAWARA TOSHIAKI , HIRAKAWA YASUAKI , OTA YOSHIHIRO , MATSUBARA YOSHINORI , YAMADA AI , MATSUDA TAKUMI
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To fix a joint member from one side of a base material with large fixing force when bonding and joining the base material and the joint member.SOLUTION: A fixing jig 100 (a wear plate 110, a belleville spring 130, a tap screw bolt 120 and a nut 124) is provided on one side of a vertical rib 510, and a steel block 520 is fixed to the vertical rib 510 from one side of the vertical rib 510. Also, the steel block 520 is fixed from one side of the vertical rib 510 with large fixing force compared to the case that this configuration is not provided, in the case of a tape or the like for instance.

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