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1. 发明专利

JP2014015786A Cast-in-place concrete pile and construction method for the same 有权
标题翻译：混凝土桩和其构造方法
公开(公告)号：JP2014015786A
公开(公告)日：2014-01-30
申请号：JP2012154673
申请日：2012-07-10
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SAITO KIMIO , MATSUKI SATOSHI , YANAI SHUJI , ICHINOMIYA TOSHIMICHI
IPC分类号： E02D5/34 , E02D5/38
摘要： PROBLEM TO BE SOLVED: To provide a cast-in-place concrete pile and a construction method for the same capable of: reducing an amount of excavated soil, to be carried out of a site, by using pre-packed concrete; and preventing decline in bending capacity and shear capacity of the cast-in-place concrete pile.SOLUTION: In constructing a cast-in-place concrete pile 1, a hole section H is excavated in the ground and axial direction reinforcement 31 as well as lateral ties 32 are arranged along an inner periphery of the hole section H. Then, a normal reinforced concrete section 3 is constructed by placing normal concrete around the axial reinforcement 31 and the lateral ties 32. In addition, a pre-packed concrete section 2 is constructed by: putting course aggregate, including soil and stone collected from soil generated at a site, inside the normal reinforced concrete section 3; and filling mortar inside the same.
摘要翻译：要解决的问题：提供一种现浇混凝土桩及其施工方法，可以通过使用预先包装的混凝土来减少开采土地的数量; 并防止现浇混凝土桩的弯曲能力和剪切能力下降。解决方案：在现浇混凝土桩1的构造中，在地面和轴向加固31中挖出孔H，横向接头32沿着孔部H的内周布置。然后，通常将钢筋混凝土部分3放置在轴向加强件31和侧向连接部32周围。另外，预先包装的混凝土部分2 由正常钢筋混凝土部分3内，将从现场生成的土壤中收集的土壤和石料放入路线骨料中; 并在里面填充砂浆。

2. 发明专利

JP2012117364A Vibration control bridge pier structure 审中-公开
标题翻译：振动控制桥梁结构
公开(公告)号：JP2012117364A
公开(公告)日：2012-06-21
申请号：JP2012009573
申请日：2012-01-20
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , SOGABE NAOKI , NAGUMO HIROYUKI , MATSUKI SATOSHI
IPC分类号： E01D19/02 , E01D1/00
摘要： PROBLEM TO BE SOLVED: To provide a vibration control bridge pier structure capable of improving a restoration property, reducing earthquake responses, reducing residual deformations and improving workability or the like by basically evading formation of a plastic hinge at column upper and lower end parts and capable of efficiently absorbing energy by the entire frame by disposing a brace to the column upper and lower end parts as well, in a vibration control bridge pier of an RC rigid frame structure.SOLUTION: Strength is increased by using a precast form of UFC (Ultra-strength Fiber-reinforced Concrete) or the like at the upper and lower end parts of a column 3 of an RC frame 5 to prevent the formation of plastic hinges H at the total of four parts at the column upper and lower end parts by an earthquake motion (level 2 earthquake motion) at or higher than an assumed level. A brace 6 having a damper function for connecting a pair of left and right columns 3 is disposed at the column upper and lower end parts as well, one end of the braces 6 at the upper and lower end parts of the column 3 is respectively joined to haunches respectively formed at the upper and lower ends of the column 3 or joined to a lower surface of a beam 4 and an upper surface of a footing 2.
摘要翻译：要解决的问题：提供一种振动控制桥墩结构，其能够通过基本上避开在上下端形成塑料铰链来提高恢复性能，减少地震反应，减少残余变形和改善可加工性等部件，并且能够通过在RC刚性框架结构的振动控制桥墩中将支架设置在柱上端和下端部分上而通过整个框架有效地吸收能量。解决方案：通过在RC框架5的柱3的上端部和下端部处使用UFC（超强度纤维增强混凝土）等的预制形式来增加强度，以防止形成塑料铰链通过地震运动（2级地震运动），在列上下端总共有4个部分的H高于或高于假设水平。具有用于连接一对左右立柱3的阻尼器功能的支架6也设置在列上下端部处，并且柱3的上端部和下端部处的支架6的一端分别连接分别形成在柱3的上端和下端处，或者连接到梁4的下表面和基底2的上表面。（C）2012，JPO和INPIT

3. 发明专利

JP2012102558A Reinforcement transfer equipment and construction method using the same 有权
标题翻译：加固设备和使用该设备的施工方法
公开(公告)号：JP2012102558A
公开(公告)日：2012-05-31
申请号：JP2010252513
申请日：2010-11-11
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MATSUI NOBUYUKI , SAKAI DAISUKE , SAITO KIMIO , SUDA YOSHIHIRO , MATSUKI SATOSHI , KAWANAKA TETSUHITO , SOGABE NAOKI , KANEMITSU YOSHIHISA
IPC分类号： E04G21/12
摘要： PROBLEM TO BE SOLVED: To provide reinforcement transfer equipment for transferring reinforcements for use in a structure to a construction site from a site for the temporary assembly of the reinforcements while maintaining a temporarily assembled state, and a construction method using the reinforcement transfer equipment.SOLUTION: Reinforcement transfer equipment includes: an equipment body section (1); a plurality of horizontal reinforcement placing members (2) that are turnably provided in the equipment body section (1); a horizontal reinforcement placing member turning member (3) that is connected to the plurality of horizontal reinforcement placing members (2); members (Ha and Hb and/or 17, 35 and BB) for attaching/detaching the horizontal reinforcement placing member turning member, which have the function of fixing the horizontal reinforcement placing member turning member (3) to the equipment body section (1) and of unfixing the horizontal reinforcement placing member turning member (3) from the equipment body section (1); a plurality of horizontal reinforcement latching members (4); and a horizontal reinforcement latching member turning member (5). A self-supporting member (9) can be freely attached to/detached from the equipment body section (1).
摘要翻译：要解决的问题：提供用于将结构中使用的增强材料从用于临时组装加固件的现场转移到施工现场的同时保持临时组装状态的加固转移设备，以及使用钢筋转移的施工方法设备。解决方案：加固输送设备包括：设备主体部分（1）; 在所述设备主体部分（1）中可转动地设置多个水平加强件放置构件（2）。连接到所述多个水平加强配置构件（2）的水平加强件放置构件转动构件（3）; 具有将水平加强配置构件转动构件（3）固定到设备主体部分（1）的功能的用于安装/拆卸水平加强件放置构件转动构件的构件（Ha和Hb和/或17,35和BB）并且将所述水平加强配置构件转动构件（3）从所述设备主体部分（1）解开; 多个水平加强闩锁构件（4）; 和水平加强件锁定件转动件（5）。自支撑构件（9）可以自由地附接到设备主体部分（1）上或从设备主体部分（1）分离。版权所有（C）2012，JPO＆INPIT

4. 发明专利

JP2010047962A Construction method for pc bridge 有权
标题翻译： PC桥的构造方法
公开(公告)号：JP2010047962A
公开(公告)日：2010-03-04
申请号：JP2008212866
申请日：2008-08-21
申请人： Kajima Corp , Sumitomo Mitsui Construction Co Ltd , 三井住友建設株式会社 , 鹿島建設株式会社
发明人： MASUKO HIROSHI , ISHII SEIICHI , OKUBO KAZUHIKO , SUZUKI MASANORI , ICHINOMIYA TOSHIMICHI , TAIRA YOHEI , HONDA TOMOAKI , NAGUMO HIROYUKI , MATSUKI SATOSHI
IPC分类号： E01D21/00 , E01D1/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a PC bridge which does not need excess main girder section rigidity, can be constructed easily in a short period at a low cost, and allows adoption of a design offering superior view.
SOLUTION: The construction method for the PC bridge 1 includes a step of disposing a main girder 10 between bridge legs 2 and 3, the main girder 10 having a sheath 14 in which a prestress-introducing PC steel 15 is inserted, a step of inserting the PC steel 15 into the sheath 14, a step of adding a plurality of ingots 17 to the main girder 10, the ingots 17 having a weight equal to a dead weight increasing with accompanying construction works including ensuing construction of a wall 5, a roof 6, and a tile pavement 13, and tensing the PC steel 15 to fix it to the main girder 10, and a step of carrying out accompanying construction works and removing ingots 17 having a weight equal to an increment of a dead weight resulting from the accompanying construction works, from the main girder 10.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种不需要多余的主梁部分刚性的PC桥的施工方法，可以在短时间内以低成本容易地构造，并且允许采用提供优异视图的设计。解决方案：PC桥1的构造方法包括在桥脚2和3之间设置主梁10的步骤，主梁10具有插入预应力引入PC钢15的护套14，将PC钢15插入护套14的步骤，将多个锭17添加到主梁10的步骤，具有相当于自重的重量的锭17伴随施工工程，包括随后的壁5的构造，屋顶6和瓦片路面13，并且拉紧PC钢15以将其固定到主梁10，以及执行伴随的施工工作和移除具有等于自重增加的重量的锭料17的步骤来自主梁10的相关建筑工程。（C）2010年，JPO和INPIT

5. 发明专利

JP2008214973A Seismic-control bridge pier structure 有权
标题翻译：地震控制桥梁结构
公开(公告)号：JP2008214973A
公开(公告)日：2008-09-18
申请号：JP2007054440
申请日：2007-03-05
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , SOGABE NAOKI , NAGUMO HIROYUKI , MATSUKI SATOSHI
IPC分类号： E01D19/02
摘要： PROBLEM TO BE SOLVED: To provide an aseismic-control bridge pier structure which enables an improvement in restorability, a reduction in earthquake response, a decrease in residual deformation, an improvement in construction work performance, etc. by basically avoiding the formation of a plastic hinge at the upper and lower ends of a column in an aseismic-control bridge pier of an RC rigid-framed structure, and which enables the efficient energy absorption of the whole frame by also arranging a brace at each of the upper and lower ends of the column.
SOLUTION: High strength is obtained, for example, by using a precast form for UFC (ultra-high strength fiber-reinforced concrete) etc. at the upper and lower ends of the column 3 of the RC frame 5, so that the plastic hinge H cannot be formed in each of a total of four places at the upper and lower ends of the column by an earthquake motion (level-2 earthquake motion) beyond the scope of assumption. The braces 6 for connecting the pair of right and left columns 3, which are each equipped with a damper function, are also arranged at the upper and lower ends of the column, respectively. One-side ends of the braces 6 at the upper end lower ends of the column 3 are joined to haunches which are formed at the upper end lower ends of the column 3, respectively, or joined to an undersurface of the beam 4 and a top surface of a footing 2, respectively.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种抗震控制桥墩结构，其通过基本避免形成能够提高可恢复性，降低地震响应，减少残余变形，提高施工作业性能等在RC刚性框架结构的抗震控制桥墩中的柱的上端和下端处的塑料铰链，并且其能够通过在上部和下部的每一个上布置支架来实现整个框架的有效能量吸收柱的下端。解决方案：例如，通过在RC框架5的柱3的上端和下端使用UFC（超高强度纤维增强混凝土）等的预制形式获得高强度，使得塑料铰链H不能通过超出假设范围的地震运动（二级地震运动）在列的上端和下端的四个位置中的每一个中形成。用于连接分别配备有阻尼器功能的左右一对列3的支架6也分别布置在柱的上端和下端。在柱3的上端下端的支架6的一侧端部分别连接到形成在柱3的上端下端或与梁4的下表面接合的凸起，以及顶部一个基脚2的表面。版权所有（C）2008，JPO＆INPIT

6. 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

7. 发明专利

JP2010275705A Method for extension and alteration of aerogenerator 有权
标题翻译：方法用于扩展和改造空气压缩机
公开(公告)号：JP2010275705A
公开(公告)日：2010-12-09
申请号：JP2009126719
申请日：2009-05-26
申请人： Kajima Corp , 鹿島建設株式会社
发明人： USAMI EIJI , YASU SHIGERU , FUJITA SUSUMU , ICHINOMIYA TOSHIMICHI , YAMANOBE SHINICHI , MATSUKI SATOSHI , YAMAZAWA TETSUYA , MIZUTANI AKIRA
IPC分类号： E04H12/28 , F03D11/04
CPC分类号： Y02B10/30 , Y02E10/72
摘要： PROBLEM TO BE SOLVED: To provide a method for extension and alteration of an aerogenerator, which enables effective utilization of the existing aerogenerator even when a tower is removed, while extending and altering the existing aerogenerator.
SOLUTION: When building a new aerogenerator 2, the existing tower 13 of the existing aerogenerator 1 is removed, while an exiting foundation 11 and an existing pile 12 are left behind. A newly-built foundation 21 is constructed on the periphery of the existing foundation 11, and a newly-built pile 22 is driven below the newly-built foundation 21. Subsequently, a newly-built tower 23 is constructed above the newly-built foundation 21.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于扩展和改变风力发电机的方法，其能够有效利用现有的风力发电机，即使当塔被移除时，同时延伸和改变现有的风力发电机。解决方案：当建造新的风力发电机2时，现有的风力发电机1的现有塔架13被移除，同时离开的基座11和现有的桩12被留下。在现有基础11的周围构造新建的基座21，将新建的桩22驱动到新建的基座21的下面。随后，在新建基座的上方构造新建的塔架23 21.版权所有（C）2011，JPO＆INPIT

8. 发明专利

JP2014224456A 傾斜地盤の立坑築造工法及び立坑構造审中-公开
标题翻译：斜坡地基施工方法及轴承结构
公开(公告)号：JP2014224456A
公开(公告)日：2014-12-04
申请号：JP2014182719
申请日：2014-09-08
申请人：鹿島建設株式会社 , Kajima Corp
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 , E21D1/10 , E21D5/11
摘要：【課題】作業労力、時間、建造コストを軽減しつつ上層地盤の滑動及び立坑上部の逆巻き壁の前倒れを良好に防止する傾斜地盤の立坑築造工法及び立坑構造を提供する。【解決手段】地表面が傾斜した地盤1に掘削される立穴の開口外側周縁部の、傾斜方向上部を含んだ地盤に、セメントまたはセメント系固化材を添加して地盤改良処理を施し、前記改良処理された馬蹄形状の地盤3の内周面を含んで囲まれる地盤を、下方に段階的に掘削して立穴を形成しつつ、前記各段階の掘削終了毎に、立穴の内周面にコンクリート材を含む逆巻き壁4を形成する作業を繰り返し、前記改良処理された地盤と連接して一体化された逆巻き壁4を目標深さまで形成する。【選択図】図1
摘要翻译：要解决的问题：在倾斜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上层滑动，并向上倾斜轴的构造方法中，在具有倾斜面的地面1上钻出的垂直孔的开口的外周缘（包括倾斜上部）的外周缘进行地面改良处理，水泥或水泥基固化材料，并且垂直孔通过在包括经受改进处理的马蹄形地面3的内周表面的包围的地面中分阶段向下钻取而形成，而倒置的衬壁4包括混凝土材料形成在垂直孔的内周面上，每次在每个阶段的钻孔完成时重复，并且与经过改进处理的地面连接并整合的倒置衬里壁4形成为目标深度。

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