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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

JP2015028266A せん断補強部材の定着方法有权
标题翻译：用于剪切加固构件的锚固方法
公开(公告)号：JP2015028266A
公开(公告)日：2015-02-12
申请号：JP2013158028
申请日：2013-07-30
申请人：鹿島建設株式会社 , Kajima Corp , カジマ・リノベイト株式会社 , Kajima Renovate Kk
发明人： YAMANOBE SHINICHI , SOGABE NAOKI , TAMANO KEIGO , FURUICHI KOSUKE , UEDA MASAAKI
IPC分类号： E04G23/02 , E04C5/18 , E04G21/12
摘要：【課題】上向きのせん断補強部材挿入孔に対してせん断補強部材を定着する方法において、せん断補強部材挿入孔内のグラウト材中に空気が混入することを防止して、品質の低下を抑制する。【解決手段】せん断補強部材3及び可塑性グラウト材を予め挿入するための貯留容器15を準備し、この貯留容器15内に可塑性グラウト材を充填してせん断補強部材3を挿入する。既設のコンクリート構造体に穿孔されたせん断補強部材挿入孔2に可塑性グラウト材を充填した後に、挿入用パイプ15をせん断補強部材挿入孔2に連通させてコンクリート構造体に密着させる。挿入用パイプ15の下端の開口15cから押し込み部材17を挿入し、せん断補強部材3を押し上げてせん断補強部材挿入孔2内に挿入する。【選択図】図7
摘要翻译：要解决的问题：为了防止在剪切加强构件插入孔内将空气包含在灌浆材料中，从而抑制将剪切加强构件固定到向上剪切加强构件插入孔的方法中的质量劣化。解决方案：存储容器 15，用于预先插入剪切加强构件3和塑料灌浆材料。塑料灌浆材料填充在储存容器15中，并且剪切加强件3被插入。将塑料灌浆材料填充在现有的混凝土结构上的剪切加强构件插入孔2中之后，插入管15与剪切加强构件插入孔2连通，以与混凝土结构紧密接触。从插入管15的下端的开口部15c插入推入部件17，将剪切加强部件3向上方推入并插入到剪切加强部件插入孔2内。

3. 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。

4. 发明专利

JP2010185247A Anchoring method for shear reinforcement material 有权
标题翻译：用于剪切加固材料的锚固方法
公开(公告)号：JP2010185247A
公开(公告)日：2010-08-26
申请号：JP2009031243
申请日：2009-02-13
申请人： Kajima Corp , Kajima Renovate Kk , Ts Planning:Kk , カジマ・リノベイト株式会社 , 株式会社ティ・エス・プランニング , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , FURUICHI KOSUKE , SOGABE NAOKI , KANEMITSU YOSHIHISA , UEDA MASAAKI , SATO SATOSHI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an anchoring method for a shear reinforcement material capable of using a grout material having fluidity as in a downward execution of construction, and excellent in economic efficiency and construction efficiency. SOLUTION: An insertion hole 3 is drilled upward in a concrete structure 1. The shear reinforcement material 4 is arranged on a lid body 5 tightly closing the insertion hole 3. A degassing hose 6 is inserted in a through-hole formed in the lid body 5, and a front end thereof is positioned at a front end of the insertion hole 3. A sheath tube 9 is interposed to prevent the grout material from leaking from an outer peripheral part of the degassing hose 6. After completion of setting up of the device, injection of the grout material 8 is started, and the air in the insertion hole 3 is discharged through the degassing hose 6. When the insertion hole 3 is filled with the grout material 8, the degassing hose 6 is pulled to the lid body 5, and is plugged. After that, pressurization from a grout material injection port 7 is stopped, and the grout material injection port 7 is closed. After hardening and curing of the grout material 8, the lid body 5 is removed and the surface of the concrete is finished. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够使用具有流动性的灌浆材料的剪切增强材料的锚固方法，如施工向下执行，并且经济效率和施工效率优异。解决方案：在混凝土结构1中向上钻出插入孔3.剪切增强材料4设置在紧密封闭插入孔3的盖体5上。脱气软管6插入到形成为盖体5及其前端位于插入孔3的前端。护套管9被插入以防止灌浆材料从脱气软管6的外周部分泄漏。在完成设置之后开始灌浆材料8的注入，并且插入孔3中的空气通过脱气软管6排出。当插入孔3填充有浆料8时，将脱气软管6拉至盖体5，并被堵塞。之后，停止从灌浆材料注入口7的加压，并且灌浆材料注入口7关闭。在灌浆材料8硬化和固化之后，除去盖体5，并且混凝土的表面完成。版权所有（C）2010，JPO＆INPIT

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

7. 发明专利

JP2017078765A 歪計測用光ファイバーケーブル、緊張材および歪計測用光ファイバーケーブルの端末処理方法审中-公开
公开(公告)号：JP2017078765A
公开(公告)日：2017-04-27
申请号：JP2015206124
申请日：2015-10-20
申请人：鹿島建設株式会社 , Kajima Corp , ヒエン電工株式会社 , Hien Electric Industries Ltd , 住友電工スチールワイヤー株式会社 , Sumitomo Denko Steel Wire Kk
发明人： SOGABE NAOKI , IMAI MICHIO , YAMAMOTO TORU , YAMANOBE SHINICHI , OKUBO KAZUMASA , CHIGIRI KAZUYOSHI , KOBAYASHI TOSHIYUKI , OIKAWA MASASHI , YAMADA MASATO , MATSUBARA YOSHIYUKI , NAKAGAMI SHINJI
IPC分类号： G02B6/44 , G01D5/353 , G02B6/245
摘要：【課題】端末処理が容易な歪計測用光ファイバーケーブル等を提供する。【解決手段】歪計測用光ファイバーケーブル20は、PC鋼線を撚り合わせた緊張材の長手方向に沿って設けられるものであり、歪計測に用いる光ファイバー21と、光ファイバー21を被覆する被覆材22と、被覆材22の外側に隣接して設けられるフィラー23を有する。フィラー23の融点は被覆材22の融点より低く、ケーブル20をフィラー23の融点以上且つ被覆材22の融点未満の温度で加熱してフィラー23を軟化させ、被覆材22で被覆された光ファイバー21を容易に取り出すことができる。【選択図】図2

8. 发明专利

JP2012036716A Shaft construction method and shaft structure on sloped ground 有权
标题翻译：斜坡地基施工方法及轴承结构
公开(公告)号：JP2012036716A
公开(公告)日：2012-02-23
申请号：JP2011141088
申请日：2011-06-24
申请人： Kajima Corp , 鹿島建設株式会社
发明人： FUJISAKA YASUSHI , OTOFUJI KANJI , SAITO KIMIO , KOGURE YUICHI , MATSUKI SATOSHI , SUDA NOBUHIRO , KAWANAKA TETSUTO , SAKAI DAISUKE , ICHINOMIYA TOSHIMICHI , SOGABE NAOKI , KANEMITSU YOSHIHISA
IPC分类号： E21D1/08 , E02D17/08 , E21D5/04
摘要： PROBLEM TO BE SOLVED: To provide a shaft construction method and a shaft structure on sloped ground which can reduce work labor, working hours and construction cost and successfully prevent sliding of an upper layer ground and falling forward of an inverted lining wall at the upper part of a shaft.SOLUTION: In a shaft construction method, ground improvement processing is performed to an outside peripheral edge, which includes an upper part in an inclined direction, of an opening of vertical hole drilled in a ground 1 with a sloped surface by adding cement or a cement-based solidification material, and the vertical hole is formed by drilling downward in stages in the surrounded ground including an inner peripheral surface of a horseshoe-shaped ground 3 subjected to the improvement processing, while an inverted lining wall 4 including a concrete material is formed on an inner peripheral surface of the vertical hole, which is repeated each time the drilling at the each stage is completed, and the inverted lining wall 4, which is connected and integrated with the ground subjected to the improvement processing, is formed to the target depth.
摘要翻译：要解决的问题：在倾斜的地面上提供轴施工方法和轴结构，可以减少工作人员，工作时间和施工成本，并成功地防止上层地面的滑动和倒置的内墙壁向前倾斜轴的上部。解决方案：在轴施工方法中，通过添加水泥对在地面1中钻出的垂直孔的开口的倾斜表面的外周边缘（包括倾斜上部）进行地面改良处理或水泥基固化材料，并且垂直孔通过在包括经受改进处理的马蹄形地面3的内周面的包围地面中分阶段地向下钻孔而形成，而包括混凝土的倒置衬里壁4 材料形成在垂直孔的内周面上，每次完成在每个阶段的钻孔时重复，并且形成与经过改进处理的地面连接并整合的倒置衬壁4 到目标深度。版权所有（C）2012，JPO＆INPIT

9. 发明专利

JP2011080293A Seismic response controlled bridge pier 有权
标题翻译：地震反应控制桥梁
公开(公告)号：JP2011080293A
公开(公告)日：2011-04-21
申请号：JP2009234388
申请日：2009-10-08
申请人： Kajima Corp , 鹿島建設株式会社
发明人： NAGUMO HIROYUKI , SOGABE NAOKI , ICHINOMIYA TOSHIMICHI , YAMANOBE SHINICHI , KONO TETSUYA , ODA ICHIRO , SAITO KIMIO , ENDO CHIKASHI
IPC分类号： E01D19/02 , E01D1/00
摘要： PROBLEM TO BE SOLVED: To provide a seismic response controlled bridge pier which is easily maintained and is excellent in durability, workability, and economical efficiency.
SOLUTION: RC rod-like dampers 21 also serving as connecting members are installed in a form similar to the intermediate beams between RC columns 2 constituting the seismic response controlled bridge pier 1. In the RC rod-like dampers 21, reinforcing bars 22 for energy absorption or PC steel extending in a longitudinal direction are embedded in concrete, and the end sections of the RC rod-like dampers 21 are inserted in the restricting holes 24 of circular restricting pipes 23 having a circularly formed inner surface. When the RC columns 2 are bent and deformed by an earthquake, such bending deformations as to cause vertical displacements occur in the RC rod-like dampers 21, and the reinforcing bars 22 etc. in the RC rod-like dampers 21 are elastically deformed to absorb vibration energies generated at the earthquake. The deformation of the RC columns 2 thereby falls within an elastic range even at the time of, for example, a level 2 earthquake.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供易于维护并且耐久性，可加工性和经济性优异的抗震控制桥墩。解决方案：也用作连接构件的RC杆状阻尼器21以类似于构成地震响应可控桥墩1的RC柱2之间的中间梁的形式安装。在RC杆状阻尼器21中，钢筋能够吸收的能量吸收器22或者纵向延伸的PC钢被嵌入到混凝土中，RC棒状阻尼器21的端部插入具有圆形内表面的圆形限制管23的限制孔24中。当RC柱2由于地震而弯曲变形时，在RC杆状阻尼器21中发生这种弯曲变形以引起垂直位移，RC杆状阻尼器21中的钢筋22等弹性变形吸收地震产生的振动能。 RC塔2的变形即使在例如二级地震的时候也落入弹性范围内。版权所有（C）2011，JPO＆INPIT

10. 发明专利

JP2010209564A Sleeve with flange part 审中-公开
标题翻译：带法兰部分
公开(公告)号：JP2010209564A
公开(公告)日：2010-09-24
申请号：JP2009055823
申请日：2009-03-10
申请人： Kajima Corp , Nippon Splice Sleeve Kk , 日本スプライススリーブ株式会社 , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , SOGABE NAOKI , KANEMITSU YOSHIHISA , SUDA KUMIKO , ITO KOSUKE , YOSHIOKA GORO , ABUKAWA MASAHIRO , OGATA TSUTOMU
IPC分类号： E04C5/12 , E04C5/18 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To provide a sleeve with a flange part, which serves as an anchoring means for an end of a reinforcing bar, and which can sufficiently secure anchor strength between the reinforcing bar and concrete even at a construction part incapable of securing a predetermined anchoring dimension.
SOLUTION: This sleeve with the flange part is characterized in that the annular flange part, which protrudes from an outer peripheral surface of a body in a direction orthogonal to the longitudinal direction of a sleeve body, is provided to the body which is formed of a predetermined length, a predetermined peripheral wall thickness, a filling hole and a discharge hole for a filler, and an inside space of a tubular shape for forming a space for insertion of the reinforcing bar and infilling of the filler.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供具有凸缘部分的套筒，其用作用于钢筋的端部的锚固装置，并且其可以充分地确保钢筋和混凝土之间的锚固强度，即使在不能施加的构造部件固定预定的锚定尺寸。解决方案：具有凸缘部的套筒的特征在于，在与主体的纵向方向正交的方向上从主体的外周面突出的环状凸缘部分设置在主体上，形成为预定长度，预定的周壁厚度，填充孔和用于填料的排出孔以及用于形成用于插入钢筋和填充填料的空间的管状的内部空间。版权所有（C）2010，JPO＆INPIT

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