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1. 发明专利

JP2012112210A Earthquake-resisting wall and construction method of earthquake-resisting wall 审中-公开
标题翻译：地震电阻墙和地震电阻墙的施工方法
公开(公告)号：JP2012112210A
公开(公告)日：2012-06-14
申请号：JP2010263897
申请日：2010-11-26
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HIRAI KEIICHI , UCHIDA TAKAO , MIYAUCHI YASUMASA , HIGAKI AYUMU
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To improve the earthquake-resisting performance of an earthquake-resisting wall while suppressing the increase of costs.SOLUTION: By a headed stud 140 projected in another out-of-plane direction provided on a steel form 130, stress is transmitted between a reinforced concrete wall 110 and the steel form 130. Further, by a post-construction anchor 120, the stress is transmitted between the reinforced concrete wall 110 and a column 12 and a beam 14. That is, the steel form 130 and the reinforced concrete wall 110 are integrated by the headed stud 140, and the reinforced concrete wall 110, the column 12 and the beam 14 are integrated by the post-construction anchor 120. Thus, since the steel form 130 functions as an earthquake-resisting element, the earthquake-resisting performance of an earthquake-resisting wall 100 is improved while suppressing the increase of costs. Also, in a range in which the earthquake-resisting performance is secured, the thickness of the earthquake-resisting wall 100 is reduced compared to the case that this invention is not applied.
摘要翻译：要解决的问题：提高耐震墙的抗震性能，同时抑制成本的增加。解决方案：通过设置在钢板130上的另外的平面外方向上突出的头螺柱140，应力在钢筋混凝土壁110和钢板130之间传递。此外，通过后施工锚杆120 应力在钢筋混凝土壁110和柱12和梁14之间传递。也就是说，钢板130和钢筋混凝土墙110由头部螺柱140和钢筋混凝土壁110，柱 12，梁14由后施工锚定件120一体化。因此，由于钢板130作为抗震元件起作用，因此提高了抗震墙100的抗震性能，同时抑制了成本的增加。此外，在与不施加本发明的情况相比，在确保抗震性能的范围内，抗震壁100的厚度减小。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2011021433A Cone-type failure portion-reinforcing structure, building with the same, and method for computing increment of failure strength 有权
标题翻译： CONE型失效部分加固结构，建筑物以及计算失效强度增加的方法
公开(公告)号：JP2011021433A
公开(公告)日：2011-02-03
申请号：JP2009169350
申请日：2009-07-17
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ISHIKAWA YUJI , IIDA MASANORI , MIYAUCHI YASUMASA
IPC分类号： E04B1/58 , E02D27/08
摘要： PROBLEM TO BE SOLVED: To compute an incremental load of a cone-type failure portion, which is increased by a reinforcing linear member arranged at an angle with respect to a linear member undergoing the action of a pull-out force.
SOLUTION: The incremental load P
c of main reinforcements 32A and 32B of a column, which is computed from formula (1), is added to design failure strength of the cone-type failure portion 30. In other words, the contributory load of the main reinforcements 32A and 32B is added to the design failure strength of the cone-type failure portion 30. In this case, the amount δ
s of allowable deflection of the main reinforcements 32A and 32B in the direction of pulling out main reinforcements 18 and 20 of a beam is appropriately adjusted depending on the strength, number, etc. of the main reinforcements 32A and 32B for use. Additionally, when a reinforcing member different from the main reinforcements 32A and 32B is provided in the cone-type failure portion 30, the amount δ
s of allowable deflection of the main reinforcements 32A and 32B can also be estimated from the strength, proof stress, etc. of the reinforcing member. The incremental load P
c of the failure strength of the cone-type failure portion 30 is computed by using the amount δ
s of allowable deflection.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：计算锥形失效部分的增量负载，其通过相对于经受拉拔力的线性构件成一定角度布置的加强线性构件增加。解决方案：根据公式（1）计算的列的主增强件32A和32B的增量负载P c 被加到锥形失效部分30的设计失效强度换句话说，主加固件32A和32B的贡献载荷被加到锥形破坏部分30的设计破坏强度上。在这种情况下，允许偏转量δ s 根据使用的主加强件32A和32B的强度，数量等，适当地调整沿着拉伸梁的主加强件18和20的方向的主加强件32A和32B。此外，当在锥形失效部分30中设置与主加强件32A和32B不同的加强构件时，还可以估计主增强件32A和32B的允许偏转量δ s 来自加强构件的强度，抗力等。锥形破坏部30的破坏强度的增量负荷P c 通过使用允许偏转量δ s 来计算。版权所有（C）2011，JPO＆INPIT

3. 发明专利

JP2009108591A Structural member 审中-公开
标题翻译：结构会员
公开(公告)号：JP2009108591A
公开(公告)日：2009-05-21
申请号：JP2007281813
申请日：2007-10-30
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： FUKUHARA TAKESHI , MIYAUCHI YASUMASA
IPC分类号： E04B1/30 , E04C5/02
摘要： PROBLEM TO BE SOLVED: To provide a structural member for a concrete column or beam, which has proper constructibility and facilitates the mounting of a reinforcing member for reinforcing a steel pipe.
SOLUTION: A restraining steel pipe 10 for reinforcing the column 12 is provided in such a manner as to surround the concrete column 12. Opposed pipe walls of the restraining steel pipe 10 are provided with a plurality of through-holes 14, and long bolts 16 as reinforcing members are inserted in a cross shape in a cross-sectional view into the through-holes 14, respectively. Both ends of the long bolt 16 are extended out with a length L1 to the outside of the restraining steel pipe 10, and fixed by means of a nut 18 in such a manner as to sandwich a washer 20 in between from the outside of the restraining steel pipe 10 through the use of a portion elongated out with the length L1.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供具有适当构造性的混凝土柱或梁的结构构件，并且便于安装用于加强钢管的加强构件。解决方案：用于加强柱12的约束钢管10以围绕混凝土柱12的方式设置。约束钢管10的相对的管壁设置有多个通孔14，并且作为加强构件的长螺栓16分别以横截面视图插入到通孔14中。长螺栓16的两端以长度L1延伸到限制钢管10的外部，并且通过螺母18固定，以将夹紧垫圈20夹在限制钢管10的外侧之间钢管10通过使用长度为L1的部分伸长。版权所有（C）2009，JPO＆INPIT

4. 发明专利

JP2009002101A Method and structure for joining precast-concrete construction beam-column 审中-公开
标题翻译：混凝土预应力混凝土结构梁柱的方法与结构
公开(公告)号：JP2009002101A
公开(公告)日：2009-01-08
申请号：JP2007166085
申请日：2007-06-25
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KIMURA HIDEKI , MOCHIDA TETSUO , MIYAUCHI YASUMASA , OTA YOSHIHIRO , ISHIKAWA YUJI , TAKATSU HIROTO , OUSALEM HASSANE
IPC分类号： E04B1/58 , E04B1/22
摘要： PROBLEM TO BE SOLVED: To provide a method for joining a precast-concrete construction beam-column saving the labor of a junction system and simplifying the execution of works by making all of the introduction of a prestress by a clamping, a tension or the like useless in the case of a PCa beam-column and enabling the shortening of the term of works and the reduction of a cost.
SOLUTION: A steel material 3 having a flexibility is bent and inserted into a through-hole 4 formed so as to be penetrated to a column 1 from the external side face of one beam end section 2 and to reach to the external side face of the other beam end section 2 in an arrangement configuring a lap joint with a beam main reinforcement 5 and stretched at both ends of the through-hole 4. The inside of the through-hole 4 is filled with a grout material 6 having a high adhesion.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种连接预制混凝土结构梁柱的方法，节省了连接系统的人力，并且通过通过夹紧引起预应力的全部引入来简化作业的执行，张力在PCa梁柱的情况下无用，并且能够缩短工程期限和降低成本。解决方案：具有柔性的钢材3弯曲并插入到形成为从一个梁端部2的外侧面穿入柱1的通孔4中，并到达外侧另一个梁端部2的表面构成与梁主加强件5的搭接部并且在通孔4的两端处被拉伸的布置。通孔4的内部填充有具有高附着力。版权所有（C）2009，JPO＆INPIT

5. 发明专利

JP2007162416A Concrete pile joining method 有权
标题翻译：混凝土桩接合方法
公开(公告)号：JP2007162416A
公开(公告)日：2007-06-28
申请号：JP2005363145
申请日：2005-12-16
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TSUCHIYA TOMIO , HAMADA JUNJI , USAMI TORU , MIYAUCHI YASUMASA
IPC分类号： E02D5/34 , E02D27/12 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide a concrete pile joining method belonging to a technical field of a method for joining a pile head of a concrete pile to a lower part of a structure, more specifically a method for positively reducing bending moment in case of a big earthquake.
SOLUTION: Pile main reinforcements 3 are arranged lowered to a fixed depth from a pile head level, and concrete 4 is placed to construct a foundation pile 1. An extra fill on the pile head 2 of the foundation pile 1 is removed to the pile head level to leave a center core at the pile head and to form an annular stepped part at the outer periphery. Concrete with low rigidity and a high deforming property is placed at the stepped part of the pile head, and a foundation such as a foundation beam, a foundation slab, footing and a column is constructed in an axial force supportable manner on the upper face of the pile head.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种属于将混凝土桩的桩头与结构的下部接合的方法的技术领域的混凝土桩接合方法，更具体地说，一种用于积极地减小弯矩的方法大地震的情况解决方案：桩主加固件3从堆头水平面下降到固定深度，混凝土4被放置成构造基桩1.将基础桩1的桩头2上的额外填充物移除桩头水平在桩头处留下中心芯，并在外周形成环状阶梯部。具有低刚性和高变形性的混凝土被放置在桩头的阶梯部分，并且基础梁，基础板，基脚和柱体的基础以可轴向力支撑的方式构造在桩头。版权所有（C）2007，JPO＆INPIT

6. 发明专利

JP2006328850A Method for reinforcing bending proof stress of upper end part of foundation pile or upper and lower end part of column of existing structure 有权
标题翻译：基础桩上部弯曲屈曲应力的方法或现有结构柱的上端和下端部分
公开(公告)号：JP2006328850A
公开(公告)日：2006-12-07
申请号：JP2005155545
申请日：2005-05-27
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HAMADA JUNJI , TSUCHIYA TOMIO , USAMI TORU , MIYAUCHI YASUMASA
IPC分类号： E02D27/34 , E02D27/12 , E02D31/08 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a method for reinforcing the bending proof stress of an upper end part of a foundation pile at a location corresponding to the lower surface of a foundation structure of an existing structure or upper and lower end parts of a column at a location corresponding to the upper or lower surface of a beam or a slab when the existing structure on which a horizontal force of earthquakes etc. acts is to be extended and increased in quantity.
SOLUTION: Slits 5 etc. or a notch 7 is provided for the outer circumference of the upper end part 1' of the foundation pile 1 at a location corresponding to the lower surface of the foundation structure 4 of the existing structure 2 to concentrate the burden of a long-period vertical load of the structure 2 on a center part of the upper end part 1' of the pile, reduce normal-time stress acting on the outer circumferential edge of the upper end part 1' of the pile, and reinforce the bending proof stress of the upper end part 1' of the pile.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种在现有结构的基础结构的下表面或上下端部分的基础结构的下表面的位置加强基础桩的上端部的弯曲应力的方法当水平地震等等作用的现有结构的数量将被扩大和增加时，在对应于梁或板的上表面或下表面的位置处的柱。解决方案：在与现有结构2的基础结构4的下表面相对应的位置，为基础桩1的上端部1'的外周设置狭缝5等或凹口7，将结构2的长时间垂直载荷的负担集中在桩的上端部1'的中心部分，减少作用在桩的上端部1'的外周缘上的正时时间应力并且增强了桩的上端部1'的弯曲应力。版权所有（C）2007，JPO＆INPIT

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

8. 发明专利

JP2003314083A Wooden quake-resisting wall with deformation-absorbing layer 有权
标题翻译：木质复合墙与变形吸收层
公开(公告)号：JP2003314083A
公开(公告)日：2003-11-06
申请号：JP2002116759
申请日：2002-04-18
申请人： Orimoto Takumi Kozo Sekkei Kenkyusho:Kk , Takenaka Komuten Co Ltd , 株式会社竹中工務店 , 株式会社織本匠構造設計研究所
发明人： KIMURA MAMORU , KUSUNOKI TOSHIHIRO , KEI TAKAHIRO , MIYAUCHI YASUMASA , ITO RIKIO , NAKAZAWA AKINOBU , SANPEI FUMIHIKO
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a wooden quake-resisting wall with a deformation- absorbing layer exhibiting the effect of controlling earthquakes by not only having high strength, but also having tenacity and the ability to absorb energy.
SOLUTION: The wooden quake-resisting wall 3 is positioned within a plane surrounded by columns 1 and beams 2, with a clearance secured between the outer periphery of the wall and the inner surfaces of the columns and beams to accommodate the deformation-absorbing layer 4. The clearance is filled with an adhesive having a lower Young's modulus than the wooden quake- resisting wall to secure the wall to the columns and beams.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供具有变形吸收层的木质抗震墙，其变形吸收层不仅具有高强度，而且具有强度和吸收能量的能力，从而具有控制地震的效果。解决方案：防震壁3位于由柱1和梁2围绕的平面内，其间隙被固定在壁的外周和柱和梁的内表面之间，以适应变形 - 吸收层4.间隙填充有比木质抗震壁更低的杨氏模量的粘合剂，以将壁固定到柱和梁上。版权所有（C）2004，JPO

9. 发明专利

JPH1171906A EXTENSION OF VIBRATION-RESISTANT STEEL FRAME BRACE 失效
公开(公告)号：JPH1171906A
公开(公告)日：1999-03-16
申请号：JP23204997
申请日：1997-08-28
申请人： TAKENAKA KOMUTEN CO
发明人： KEI TAKAHIRO , MIYAUCHI YASUMASA , OKAMOTO TATSUO , KONO RYOTA , SOFUE YUKIO , MATSUBARA YOSHINORI , TOMOBUCHI HIROYUKI
IPC分类号： E04H9/02 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To reinforce an existing column-beam frame while preventing vibration and noise and reduce construction period and cost, by sticking respective contact faces between the column-beam frame and a steel frame brace assembled in the in-plane thereof, when the steel frame brace is additionally installed as a vibration-resistant reinforcing member of the existing column-beam frame. SOLUTION: When a steel frame brace is additionally installed as a vibration- resistant reinforcing member of a column-beam frame in an existing RC or SRC building, the steel frame brace is provided with a frame in which a brace 5 is assembled in the in-plane of the peripheral side frame 4. The gaps 8 of respective contact faces between the column-beam frames 1, 2 and the steel frame braces 4, 5 with frames assembled in the in-plane, especially the peripheral frame 4, are made equal in the whole peripheral side and set within 10-20 mm which is ideal for the adhesive strength. An adhesive is injected into the gaps of respective contact faces. In this way, the gap between the column-beam frame of an existing building and the peripheral frame of the steel frame brace has a necessary and sufficient dimension, the steel frame brace with a frame can be easily assembled.

10. 发明专利

JPH10317683A REINFORCING MEMBER AND EXECUTION METHOD THEREOF 失效
公开(公告)号：JPH10317683A
公开(公告)日：1998-12-02
申请号：JP12892197
申请日：1997-05-19
申请人： TAKENAKA KOMUTEN CO
发明人： UCHISAKI IWAO , SEYA HITOSHI , IWASHITA KEIZO , MIYAUCHI YASUMASA
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing member, in which construction cost can be reduced, which is executed easily and in which prestress can be introduced without noises and vibrations. SOLUTION: Movable cylinders 16 are engaged with fixed cylinders 14, in which one ends are supported, in an extensible manner. The movable cylinders 16 are engaged from the opening sides of the fixed cylinders 14, and the movable cylinders 16 can be extended under the state, in which the fixed cylinders 14 are closed. Corner pieces 36 are installed to the movable cylinders 16, the movable cylinders 16 are elongated by concrete pressure when concrete is force-fed into the fixed cylinders 14 from filler holes 50, the corner pieces 36 are abutted at the corner sections of a frame 12, and the fixed cylinders 14 are worked as braces 10, into which prestress is introduced. Since filled concrete is constrained by the cylinders, falling, etc., due to cracking are not generated after curing, and the strength of concrete is also increased.

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