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1. 发明专利

JP2006103936A Hydraulic jack control device, hydraulic jack control system, program, and recording medium 审中-公开
标题翻译：液压插座控制装置，液压插孔控制系统，程序和记录介质
公开(公告)号：JP2006103936A
公开(公告)日：2006-04-20
申请号：JP2004295973
申请日：2004-10-08
申请人： Kajima Corp , Tasc Kk , タスク株式会社 , 鹿島建設株式会社
发明人： SUDA KUMIKO , ICHINOMIYA TOSHIMICHI , SAITO MINORU , OSHIMA TETSURO
IPC分类号： B66F3/46
摘要： PROBLEM TO BE SOLVED: To provide a hydraulic jack control system capable of flexibly updating the control rules of a hydraulic jack according to the behavior of an object.
SOLUTION: The CPU 32 of a control computer 31 calculates a final control target value based on the present state (measurement information and calculation information) and the control rule when initial conditions such as the control rules are inputted therein. Moreover, the CPU calculates the control target value for each step to control the hydraulic jack in the same step until a deviation between the control target value of the objective step and an actual state comes within an allowable error range, and when it comes within the allowable error range, the processing is repeated from the next step. The control rules can be calculated based on the measurement values and specified values of any measurement channel and the calculated values and specified values of any calculation channel.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够根据物体的行为灵活地更新液压千斤顶的控制规则的液压千斤顶控制系统。解决方案：控制计算机31的CPU32在输入诸如控制规则的初始条件时，基于当前状态（测量信息和计算信息）和控制规则计算最终控制目标值。此外，CPU在相同步骤中计算每个步骤的控制目标值以控制液压千斤顶，直到目标步骤的控制目标值与实际状态之间的偏差达到允许的误差范围内，并且当其进入允许的误差范围，从下一步骤重复处理。控制规则可以根据任何测量通道的测量值和指定值以及任何计算通道的计算值和指定值来计算。版权所有（C）2006，JPO＆NCIPI

2. 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。

3. 发明专利

JP2013241746A FIXING STRUCTURE OF PCa MOLD 有权
标题翻译： PCa模具固定结构
公开(公告)号：JP2013241746A
公开(公告)日：2013-12-05
申请号：JP2012114347
申请日：2012-05-18
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YOSHIDA SACHIKO , HONDA TOMOAKI , FURUICHI KOSUKE , YAMANOBE SHINICHI , ICHINOMIYA TOSHIMICHI , TAIRA YOHEI , KONO TETSUYA , OKUBO KAZUMASA
IPC分类号： E04B2/86 , E02D27/01
摘要： PROBLEM TO BE SOLVED: To reduce a total steel material amount by using fixed metal fittings of a PCa mold also as lateral reinforcing bars, to save time and efforts for disposing a separator while avoiding reinforcing bars required in design, and further, to easily and promptly perform fixing.SOLUTION: At an inner surface side of a PCa mold 1, an angle metal fitting 2 is provided beforehand with which a recess 3 for hanging a mechanical fixture 5 thereon is formed intermittently. A shear reinforcement steel bar 4 with the mechanical fixture 5 mounted in the distal end thereof is hung on the recess 3 of the angle metal fitting 2 in such a manner as to lock the mechanical fixture 5, such that the PCa mold 1 is fixed.
摘要翻译：要解决的问题：通过使用PCa模具的固定金属配件也作为横向钢筋来减少总钢材量，以节省设计隔板的时间和努力，同时避免设计中需要的钢筋，并且进一步简化和及时进行固定。解决方案：在PCa模具1的内表面侧预先设置角金属配件2，间隙地形成有用于将机械固定件5悬挂在其上的凹部3。将安装在其前端的机械固定装置5的剪切钢筋4挂在角金属配件2的凹部3上，以使得机械固定装置5锁定，使得PCa模具1固定。

4. 发明专利

JP2013199808A Underground structure 有权
标题翻译：地下结构
公开(公告)号：JP2013199808A
公开(公告)日：2013-10-03
申请号：JP2012069857
申请日：2012-03-26
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KONO TETSUYA , YAMANOBE SHINICHI , ICHINOMIYA TOSHIMICHI , SIVALEEPUNTH CHUNYAKOM
IPC分类号： E02D29/045 , E04C5/18 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide an underground structure which has high axial strength and aseismatic performance, can demonstrate high durability while special constraints for upper and lower beams are not required, and also can be manufactured at lower cost.SOLUTION: A center pillar H in an underground structure M includes a reinforced-concrete center pillar body 1. Bearing pressure plates 2 and 3 fixed to a bearing pressure concrete B are disposed at both ends of the center pillar body 1, so that the center pillar body 1 is supported by the bearing pressure plates 2 and 3. A plurality of reinforcements 11 are arranged in the center pillar body 1 along the longitudinal direction. A hole part 23, a high intensity spiral reinforcement 24, and a high intensity concrete 31, which are formed in a bearing pressure plate body 21 as a binding structure to enhance the horizontal binding force of the reinforcements 11, are provided at the ends of the plurality of reinforcements 11.
摘要翻译：要解决的问题：为了提供具有高轴向强度和抗震性能的地下结构，可以表现出高的耐久性，而不需要上梁和下梁的特殊限制，并且还可以以较低的成本制造。解决方案：中心柱H 地下结构M包括钢筋混凝土中心柱体1.固定在轴承压力混凝土B上的轴承压板2和3设置在中柱体1的两端，使得中柱体1由轴承压板2和3.多个加强件11沿着纵向布置在中心柱体1中。在作为装订结构的轴承压板体21中形成的用于增强加强件11的水平结合力的孔部23，高强度螺旋加强件24和高强度混凝土31设置在多个增强件11。

5. 发明专利

JP2011236675A Underwater foundation construction method and outer shell section structure 有权
标题翻译：水下基础施工方法和外壳结构
公开(公告)号：JP2011236675A
公开(公告)日：2011-11-24
申请号：JP2010110104
申请日：2010-05-12
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SOGABE NAOKI , YAMANOBE SHINICHI , FURUICHI KOSUKE , ICHINOMIYA TOSHIMICHI
IPC分类号： E02D27/18 , E02D27/52
摘要： PROBLEM TO BE SOLVED: To provide a construction method of an underwater foundation of which center-of-gravity position can be adjusted so that it becomes a stable floating body while being towed, without unnecessarily increasing the weight of a sidewall and a floor slab of the underwater foundation, and an outer shell section structure.SOLUTION: A plurality of outer shell members 7 are continuously arranged along a top face 25 of a side wall 5 provided around the bottom slab 3 of a caisson 1, and the outer shell members 7 and the side wall 5 are fixed by a PC steel 11 to install an outer shell section structure 14. The caisson 1 with the outer shell section structure 14 installed is moved to water surface and arranged by putting a weight body 39 such as seawater, sand or ballast into the inside 37 thereof, to adjust the center-of-gravity position of the caisson 1. Thereafter, the caisson 1 is towed up to a position above an installation planned position and filling sand 45 is put into the inside thereof to immerge the caisson 1 at the installation planned position and place upper floor concrete 47. Thereafter, water is poured into the inside 49 of the caisson 1 and tensioning force of the PC steel 11 is released to remove outer shell members 7 from the top face 25 of the side wall 5, and then the PC steel 11 projecting from the side wall 5 is cut off.
摘要翻译：要解决的问题：提供一种可以调节重心位置的水下基础的施工方法，使其在被拖曳的同时成为稳定的浮体，而不必增加侧壁的重量和水下基础的地板和外壳部分结构。解决方案：多个外壳构件7沿着设置在沉箱1的底板3周围的侧壁5的顶面25连续地布置，外壳构件7和侧壁5由安装外壳部分结构14的PC钢11.将安装有外壳部分结构14的沉箱1移动到水面并通过将诸如海水，沙子或镇流器的重量体39放入其内部37中而布置，调整沉箱1的重心位置。此后，将沉箱1拖到高于安装计划位置的位置，并将填充砂45放入其内部以将沉箱1浸入安装计划位置并放置上层混凝土47.此后，将水倒入沉箱1的内部49中，释放PC钢11的张力，从侧壁5的顶面25除去外壳构件7，然后将 PC钢11项目从侧壁5的切割被切断。版权所有（C）2012，JPO＆INPIT

6. 发明专利

JP2010248746A Embedded form 有权
标题翻译：嵌入式表格
公开(公告)号：JP2010248746A
公开(公告)日：2010-11-04
申请号：JP2009097631
申请日：2009-04-14
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KONO TETSUYA , YAMANOBE SHINICHI , FURUICHI KOSUKE , ICHINOMIYA TOSHIMICHI
IPC分类号： E04B1/16 , E01D19/12 , E04B5/23
摘要： PROBLEM TO BE SOLVED: To provide an embedded form with high durability which is constituted as a lightweight and low-profile type by making the used amount of a material small, can be easily manufactured and constructed, and can make a span long.
SOLUTION: A rib 1 of the embedded form 11 and a slab 3 thereof are separately manufactured. In the rib 1, a part joined to the slab 3 has a curved surface 5. In the formation of the embedded form 11, the rib 1 and the slab 3 are joined to each other by joining tools 13 while a top surface 7 of the slab 3 is positioned along the curved surface 5 of the rib 1. The joining tools 13 are arranged at a predetermined space in the axial direction of the embedded form 11. The shape of the curved surface 5 is set so that the rib 1 and the slab 3 can generate initial deflection (initial stress) when they are joined to each other. In the embedded form 11, compressive stress is pre-generated on the undersurface 9 of the slab 3 in a state of joining the rib 1 and the slab 3 to each other, so that tensile stress generated on the undersurface 9 of the slab 3 in the placing of post-cast concrete 27 can be reduced.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供通过使材料的使用量变小而构成的重量轻且薄型的高耐久性的嵌入形式，可以容易地制造和构造，并且可以使跨度长。解决方案：分别制造嵌入形式11的肋1和板3。在肋1中，与板坯3接合的部分具有弯曲表面5.在嵌入形式11的形成中，肋1和板坯3通过接合工具13而彼此接合，同时，板坯3沿着肋1的弯曲表面5定位。接合工具13沿嵌入形式11的轴向方向布置在预定的空间。弯曲表面5的形状设置成使得肋1和板坯3在彼此接合时可产生初始偏转（初始应力）。在嵌入形式11中，在将肋1和板坯3彼此接合的状态下，在板坯3的下表面9上预先产生压缩应力，使得在板坯3的下表面9上产生的拉伸应力可以减少后浇混凝土27的放置。版权所有（C）2011，JPO＆INPIT

7. 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

8. 发明专利

JP2007063043A Fiber-reinforced mortar composition 有权
标题翻译：纤维增强乳剂组合物
公开(公告)号：JP2007063043A
公开(公告)日：2007-03-15
申请号：JP2005248754
申请日：2005-08-30
申请人： Denki Kagaku Kogyo Kk , Kajima Corp , Sumitomo Denko Steel Wire Kk , 住友電工スチールワイヤー株式会社 , 電気化学工業株式会社 , 鹿島建設株式会社
发明人： MATSUBARA KOMEI , HISHIKI TAKEYOSHI , ONO TOSHIO , ICHINOMIYA TOSHIMICHI , SAKAI GORO , YANAI SHUJI , HONDA TOMOAKI , SOGABE NAOKI , AIZAWA KAZUHIRO , ASHIDA KIMINOBU , YAMADA MASATO , SANO YUICHI
IPC分类号： C04B28/02 , C04B14/48
摘要： PROBLEM TO BE SOLVED: To provide a mortar composition the flexural strength of which after hardened can remarkably be improved stably while keeping the fluidity high.
SOLUTION: A metallic fiber having ≥750 N/mm
2 tensile strength and two or more peaks in a fiber length distribution curve is dispersed/mixed in the mortar composition so as to satisfy expression (1): L
P1 =12.5±7.5, expression (2): L
P1 ≤0.8L
P2 and expression (3): V
1 +V
2 ≤5. The mortar composition has the fluidity of ≥200 mm or ≥230 mm flow value and ≥30 N/mm
2 or ≥40 N/mm
2 flexural strength after hardened.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题为了提供一种在保持流动性高的同时稳定地改善硬化后的抗弯强度的砂浆组合物。解决方案：将纤维长度分布曲线中的≥750N/ mm×2×2拉伸强度和两个或更多个峰的金属纤维分散/混合在砂浆组合物中以满足表达式（1 ）：L P1 = 12.5±7.5，表达式（2）：L P1 ≤0.8L P2 和表达式（3）：V 1 + V 2 ≤5。砂浆组合物具有≥200mm或≥230mm流动性和≥30N / mm 2 或≥40N / mm 2 弯曲强度后的流动性。版权所有（C）2007，JPO＆INPIT

9. 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。

10. 发明专利

JP2009161907A Composite hollow structure of column head part or girder end part of bridge 有权
标题翻译：圆柱头部或桥梁末端的复合中空结构
公开(公告)号：JP2009161907A
公开(公告)日：2009-07-23
申请号：JP2007339199
申请日：2007-12-28
申请人： Kajima Corp , 鹿島建設株式会社
发明人： NAGUMO HIROYUKI , FUJISHIRO MASARU , SATO TADAHIRO , TAKAHASHI ATSUSHI , YAMANOBE SHINICHI , ICHINOMIYA TOSHIMICHI , KAJITANI MAKOTO
IPC分类号： E01D19/02 , E01D2/04
摘要： PROBLEM TO BE SOLVED: To provide a composite hollow structure of a column head part or a girder end part of PC bridge capable of shortening a construction term owing to the large reduction of quantity of concrete and the number of reinforcing bars to be used, improving earthquake-resistant performance owing to the reduction of its dead weight, and reducing necessity for earthquake-proof reinforcement. SOLUTION: In this column head part 2 of continuous girder type, a horizontal girder 4 is composed of a floor slab part 10, a bottom slab part 11, and a pair of right and left webs 12 in the direction of right angle to a bridge end, a hollow part 13 passing through in the direction of bridge axis is formed, and the horizontal girder 4 is formed into a hollow structure. A pair of steel pipe struts 20 filled with concrete and having a truncated chevron shape in a front view are arranged inside the hollow part 13, an upper part is fixed on a lower face of the floor slab part 10, and a lower part is buried into the bottom slab part 11 to connect them rigidly. Shaft force and bending action force are transmitted to a support 6, and a reinforcing steel member 21 connected with the pair of right and left struts 20 resists the action force for pushing and extending the bottom slab part 11 to the right and left to hold cross section of the column head part 2 properly. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够缩短施工期限的PC桥的柱头部分或梁端部的复合中空结构，这是由于混凝土的量的大量减少和钢筋的数量使用，由于减重而提高抗震性能，减少了防震加固的必要性。解决方案：在这种连续梁型的柱头部分2中，水平梁4由直立的方向的底板10，底板11和一对左右的腹板12组成在桥端部形成有沿桥轴方向贯通的中空部13，并且将水平梁4形成为中空结构。在中空部13的内部配置有一对填充有混凝土的钢管支柱20，其前视图具有截顶形V形，上部固定在地板坯件10的下表面上，下部被埋设进入底部板坯部分11以使其刚性地连接。轴力和弯曲作用力传递到支撑件6，与左右一对支柱20连接的加强钢构件21抵抗用于向下左右推动和延伸底部板坯部11的作用力以保持十字形柱头部分2的部分正确。版权所有（C）2009，JPO＆INPIT

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