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1. 发明专利

JP2013133683A Method of manufacturing damper structure 有权
标题翻译：制造阻尼器结构的方法
公开(公告)号：JP2013133683A
公开(公告)日：2013-07-08
申请号：JP2011286412
申请日：2011-12-27
申请人： Kajima Corp , 鹿島建設株式会社 , Kajima Renovate Kk , カジマ・リノベイト株式会社
发明人： KONO TETSUYA , YAMANOBE SHINICHI , SOGABE NAOKI , HAGIWARA TAKESHI , SANUKI TAKESHI
IPC分类号： E01D21/00 , E01D1/00 , E01D19/04
摘要： PROBLEM TO BE SOLVED: To provide a method of easily manufacturing a damper structure.SOLUTION: There is provided a damper structure 10A which includes a rod-like damper 11 placed between an upper and a lower structure, and restriction parts 12 and 13 fixed to the upper and lower structures and having trumpet-shaped restriction spaces S1 and S2 into which the rod-like damper 11 is inserted, the restriction spaces each having an arcuately sectioned wall surface increased in diameter from an end to the center of the rod-like damper. The method includes the steps of: molding the rod-like damper 11; forming, on an outer peripheral surface of the rod-like damper 11, a first inner form 51 shaped to fill a first gap K1 formed of a diameter-reduction-side end of a wall surface forming a restriction space and an outer peripheral surface of the rod-like damper 11 in the whole gap K formed of the wall surface forming the restriction space and the outer peripheral surface of the rod-like damper 11; and molding the restriction parts 12 and 13 by casing concrete into a first outer form while the first inner form 51 formed on the rod-like damper 11 is positioned in the first outer form.
摘要翻译：要解决的问题：提供一种容易制造阻尼器结构的方法。解决方案：提供一种阻尼器结构10A，其包括放置在上下结构之间的杆状阻尼器11，以及限定部12和13固定到上部和下部结构并且具有杆状阻尼器11插入其中的小号形限制空间S1和S2，每个具有弧形截面壁表面的限制空间的直径从棒状端部延伸到中心阻尼器。该方法包括以下步骤：模制棒状阻尼器11; 在杆状阻尼器11的外周面上形成第一内部形状51，该第一内部形状51形成为填充由形成限制空间的壁面的直径缩小侧端部形成的第一间隙K1和外周面在形成限制空间的壁面和杆状阻尼器11的外周面形成的整个间隙K中的杆状阻尼器11; 并且通过壳体混凝土将限制部件12和13模制成第一外部形状，同时形成在杆状阻尼器11上的第一内部形式51位于第一外部形式。

2. 发明专利

JP2013133681A Damper structure and construction method therefor 有权
标题翻译：阻尼器结构及其施工方法
公开(公告)号：JP2013133681A
公开(公告)日：2013-07-08
申请号：JP2011286402
申请日：2011-12-27
申请人： Kajima Corp , 鹿島建設株式会社 , Kajima Renovate Kk , カジマ・リノベイト株式会社
发明人： YAMANOBE SHINICHI , KONO TETSUYA , SOGABE NAOKI , HAGIWARA TAKESHI , SANUKI TAKESHI
IPC分类号： E01D1/00 , E01D19/04 , E01D21/00 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a damper structure with good installation operability, and a construction method therefor.SOLUTION: A damper structure 10 comprises two divisions of a first rear-side restriction part 21 fixed to a horizontal beam (upper structure) 3, and a first front-side restriction part 31 disposed in front opposite to the first rear-side restriction part 21, and cooperating the first rear-side restriction part 21 to constitute an upper restriction member 12, which enables the parts, i.e. the first rear-side restriction part 21 and the first front-side restriction part 31 to be lifted individually, so that a lifting machine can be made compact and handleability of the upper restriction member 12 is improved. As a result, installation operability of the damper structure 10 can be improved. In the damper structure 10, a lower restriction member 13 has constitution similar to that of the upper restriction member 12, so that the constitution of the lower restriction member 13 can contribute to improvement in the installation operability of the damper structure 10.
摘要翻译：要解决的问题：提供具有良好的安装操作性的阻尼器结构及其施工方法。解决方案：阻尼器结构10包括固定到水平梁（上部结构）3的第一后侧限制部21的两个部分，以及设置在与第一后侧限制部21相对的前方的第一前侧限制部31，并且配合第一后侧限制部21构成上限制部件12，从而能够将部件即第一后侧侧部限制部21和第一前侧限制部31被单独地提升，使得提升机可以制造得紧凑，并且上限制构件12的操作性得到改善。结果，可以提高阻尼结构10的安装操作性。在阻尼器结构10中，下限制构件13具有与上限制构件12相同的构造，使得下限制构件13的构造有助于改善阻尼结构10的安装操作性。

3. 发明专利

JP2012241332A Method for fixing shear reinforcement component 有权
标题翻译：固定加固组件的方法
公开(公告)号：JP2012241332A
公开(公告)日：2012-12-10
申请号：JP2011109502
申请日：2011-05-16
申请人： Kajima Corp , 鹿島建設株式会社 , Kajima Renovate Kk , カジマ・リノベイト株式会社
发明人： YAMANOBE SHINICHI , NAGATOMI MASASHI , UEDA MASAAKI , SANUKI TAKESHI
IPC分类号： E04G23/02 , E04B1/41
摘要： PROBLEM TO BE SOLVED: To provide a method for fixing a shear reinforcement component, which allows a shear reinforcement component to be sufficiently fixed to a structure with a shear reinforcement component insertion hole properly filled with grout material, without requirement for a large-sized device or a large amount of grout material.SOLUTION: A shear reinforcement component insertion hole 2 is bored in a concrete structure 1. A grout material storage tank 4 is disposed outside the opening of the shear reinforcement component insertion hole 2. The shear reinforcement component insertion hole 2 is filled with grout material having flowability. On this occasion, the grout material is stored in the grout material storage tank 4. The outflow of the grout material from a notch part 42 formed on an opposed face 41 of the grout material storage tank 4 is prevented by a rubber plate 43. A shear reinforcement component 3 is then inserted in the shear reinforcement component insertion hole 2 from outside of the notch part 42. The grout in the shear reinforcement component insertion hole 2 is cured so that the shear reinforcement component 3 is fixed to the shear reinforcement component insertion hole 2.
摘要翻译：要解决的问题：提供一种固定剪切增强部件的方法，其能够将剪切增强部件充分地固定到具有适当地填充有浆料的剪切增强部件插入孔的结构，而不需要大的尺寸的装置或大量的灌浆材料。解决方案：在混凝土结构1中钻出剪切增强部件插入孔2.将浆料储存罐4设置在剪切增强部件插入孔2的开口的外侧。剪切增强部件插入孔2填充有具有流动性的灌浆材料。在这种情况下，将浆料材料储存在灌浆材料储存罐4中。通过橡胶板43防止了浆料材料从形成在灌浆材料储存罐4的相对面41上的切口部分42的流出。然后将剪切增强部件3从切口部分42的外部插入剪切增强部件插入孔2.剪切增强部件插入孔2中的灌浆被固化，使得剪切增强部件3固定到剪切增强部件插入件孔（C）版权所有（C）2013，JPO＆INPIT

4. 发明专利

JP2014134051A Method for measuring air content of grout material subjected to upward construction 有权
标题翻译：用于测量未经施工的砂土材料的空气含量的方法
公开(公告)号：JP2014134051A
公开(公告)日：2014-07-24
申请号：JP2013003325
申请日：2013-01-11
申请人： Kajima Corp , 鹿島建設株式会社 , Kajima Renovate Kk , カジマ・リノベイト株式会社
发明人： YAMANOBE SHINICHI , FURUICHI KOSUKE , KANEMITSU YOSHIHISA , TAMANO KEIGO , UEDA MASAAKI , SANUKI TAKESHI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To measure the air content of a grout material subjected to upward construction.SOLUTION: A container body 22 is regarded as a shear reinforcement member insertion hole, and an opening 22a of the container body 22 is directed downward so that the container body 22 can be vertically arranged. A grout material is injected upward and infilled into the container body 22, through the opening 22a of the container body 22. A lid body is attached to the opening 22a of the container body 22, the container body 22 is hermetically closed, and pressure within the container body 22 filled with the grout material is measured. Thus, the air content of the grout material subjected to upward construction is measured.
摘要翻译：要解决的问题：测量经过向上施工的灌浆材料的空气含量。解决方案：容器主体22被认为是剪切加强构件插入孔，容器主体22的开口22a向下指向，容器主体22可以垂直布置。通过容器主体22的开口部22a将灌浆材料向上方注入并充填到容器主体22中。将盖体安装在容器主体22的开口22a上，将容器主体22气密地封闭，测量填充有浆料的容器主体22。因此，测量经向上施工的灌浆材料的空气含量。

5. 发明专利

JP2012197572A Shear reinforce member fixation method 有权
标题翻译：剪切强度会员固定方法
公开(公告)号：JP2012197572A
公开(公告)日：2012-10-18
申请号：JP2011061222
申请日：2011-03-18
申请人： Kajima Corp , Kajima Renovate Kk , カジマ・リノベイト株式会社 , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , FURUICHI KOSUKE , SOGABE NAOKI , KANEMITSU YOSHIHISA , KOKAMI HIROAKI , UEDA MASAAKI , SANUKI TAKESHI
IPC分类号： E04G23/02 , E04C5/12
摘要： PROBLEM TO BE SOLVED: To provide a shear reinforcement member fixation method capable of sufficiently fixing a shear reinforcement member to a structural body without requiring an increase in a size of a device and a large amount of a grout material.SOLUTION: In performing shear reinforcement of a concrete structural body 1, a shear reinforcement member fixation method comprises the steps of: boring a closed-end shear reinforcement member insertion hole 2 in a concrete structural body 1; installing a grout material storage tank 6 at an opening section of the shear reinforcement member insertion hole 2; filling the shear reinforcement member insertion hole 2 with a grout material in a fluid condition; sequentially inserting divided members 31 to 33, which are prepared by dividing a shear reinforcement member 3 and to be connected with couplers 5, into the shear reinforcement member insertion hole; and fixing the shear reinforcement member 3 to the shear reinforcement member insertion hole 2 by hardening the grout material.
摘要翻译：要解决的问题：提供一种能够在不需要增加装置的尺寸和大量的灌浆材料的情况下将剪切增强构件充分地固定到结构体上的剪切增强构件固定方法。解决方案：在进行混凝土结构体1的剪切加固时，剪切加固构件固定方法包括以下步骤：将混凝土结构体1中的封闭端剪切加强构件插入孔2镗孔; 在剪切加强构件插入孔2的开口部分安装灌浆材料储存罐6; 用流体状态的灌浆材料填充剪切加强构件插入孔2; 依次插入通过将剪切加强件3分割并与耦合器5连接而制成的分割件31至33到剪切加强件插入孔中; 并通过硬化灌浆材料将剪切加强件3固定到剪切加强件插入孔2上。版权所有（C）2013，JPO＆INPIT

6. 发明专利

JP2012197571A Shear reinforce member fixation method 有权
标题翻译：剪切强度会员固定方法
公开(公告)号：JP2012197571A
公开(公告)日：2012-10-18
申请号：JP2011061218
申请日：2011-03-18
申请人： Kajima Corp , Kajima Renovate Kk , カジマ・リノベイト株式会社 , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , FURUICHI KOSUKE , SOGABE NAOKI , KANEMITSU YOSHIHISA , KOKAMI HIROAKI , UEDA MASAAKI , SANUKI TAKESHI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a shear reinforcement member fixation method capable of sufficiently fixing a shear reinforcement member to a structural body by appropriately filling a grout material in a shear reinforcement member insertion hole without requiring an increase in a size of a device and a large amount of the grout material.SOLUTION: In performing shear reinforcement of a concrete structural body 1, a shear reinforcement member fixation method comprises the steps of: boring a shear reinforcement member insertion hole 2, which is a through-hole, in the concrete structural body 1; inserting a shear reinforcement member 3 thereinto; installs grout material storage tanks 4 at outer sides of both opening sections of the shear reinforcement insertion hole 2; filling the shear reinforcement member insertion hole 2 with a grout material in a fluid condition while receiving the grout material flowing out from the shear reinforcement member insertion hole 2 in the grout material storage tanks 4; and fixing the shear reinforcement member 3 to the shear reinforcement insertion hole 2 by hardening the grout material after substantively filling the shear reinforcement insertion hole 2 with the grout material.
摘要翻译：要解决的问题：提供一种剪切增强构件固定方法，其能够通过在剪切加强构件插入孔中适当地填充灌浆材料而将剪切增强构件充分地固定到结构体，而不需要增加尺寸装置和大量的灌浆材料。解决方案：在执行混凝土结构体1的剪切加固时，剪切加固构件固定方法包括以下步骤：在混凝土结构体1中钻孔作为通孔的剪切加强件插入孔2; 在其中插入剪切加强件3; 在剪切加强件插入孔2的两个开口部分的外侧安装灌浆材料储存罐4; 在接收从灌浆材料储存罐4中的剪切加强构件插入孔2流出的灌浆材料的同时，在流体状态下用灌浆材料填充剪切加强构件插入孔2; 并且通过在用灌浆材料实质性地填充剪切加强件插入孔2之后硬化灌浆材料，将剪切增强构件3固定到剪切加强件插入孔2。版权所有（C）2013，JPO＆INPIT

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