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1. 发明专利

JP2015045159A 陸地化用海中構造物有权
标题翻译：土地形成海底结构
公开(公告)号：JP2015045159A
公开(公告)日：2015-03-12
申请号：JP2013176297
申请日：2013-08-28
申请人：鹿島建設株式会社 , Kajima Corp
发明人： YAMAKI KATSUNORI , AKIYAMA YOSHINOBU , IWAMURA HIDEYO , TANAKA MASAHIRO , IKETANI TAKESHI
IPC分类号： E02B3/02 , E02B3/06
CPC分类号： Y02A10/15
摘要：【課題】自然の波や流れの作用によりサンゴ砂礫や有孔虫を自然に集積させることで、海原に島を自然形成させることができる。【解決手段】海底から立ち上がる環状堤体構造物1で、海水不透過部2と海水透過部3により構成し、海水透過部3は傾斜堤であり、海水不透過部2はケーソンにより形成し、少なくとも海側は直立堤である。【選択図】図1
摘要翻译：要解决的问题：提供一种由于天然波浪和自然流动而自然地堆积珊瑚砾石和有孔虫的土地形成海底结构，从而在海上形成天然岛。解决方案：从海床上升的圆形堤堤结构1包括海水不渗透部分2和海水渗透部分3.海水渗透部分3是倾斜的堤体。海水不渗透部2由至少在海边的包括垂直堤体的沉箱构成。

2. 发明专利

JP2005256331A Method for constructing structure and structure 审中-公开
标题翻译：建筑结构与结构的方法
公开(公告)号：JP2005256331A
公开(公告)日：2005-09-22
申请号：JP2004066756
申请日：2004-03-10
申请人： Kajima Corp , Masaharu Ookawa , 将玄大川 , 鹿島建設株式会社
发明人： NOZAKI HIROSHI , AKIYAMA YOSHINOBU , KANEKO AKITO , OOKAWA MASAHARU
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a method for constructing a structure reducing a generated industrial-waste junk, preventing the deformation of a reinforcement, the generation of noises and dust and workmen's accident, shortening the term of works and being capable of bonding a diaphragm wall and a member installed to the diaphragm wall by using the reinforcement under a sound state in the case of a wall-head chipping and a structure.
SOLUTION: An excavating ditch 3 is excavated to a ground, a cage 5 in which a wall-head cap 7 is installed at an upper end, is inserted, and concrete is placed, thus forming the diaphragm wall. The wall-head cap 7c protecting a main reinforcement 11c excepting a lap joint section 39 is mounted on the cage 5c with the lap joint section 39, and the wall-head cap 7d protecting the main reinforcement 11d excepting the lap joint section 39 is fitted in the cage 5d. The diaphragm wall is formed, and the wall-head cap 7 is removed and a section in the vicinity of the upper end of the main reinforcement 11 is exposed. Concrete positioned in the cavity 30 or the like of the wall-head cap 7 is removed, and the diaphragm wall, a footing in an upper section and the structure such as a top slab or the like are connected through the exposed main reinforcement 11.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种构造减少生成的工业废物垃圾的结构的方法，防止增强物的变形，产生噪声和灰尘以及工人的事故，缩短工程期限和能够在墙壁破碎和结构的情况下，通过使用声音状态下的加强筋来将隔膜壁和安装到隔膜壁上的构件接合。解决方案：将挖掘沟3挖掘到地面上，插入其上安装有壁头帽7的保持架5，并且配置混凝土，从而形成隔膜壁。保护夹具接合部39以外的主加强件11c的壁头帽7c与搭接部39一起安装在保持架5c上，并且保护除了搭接部39以外的主加强件11d的壁头帽7d被安装在笼子5d。形成隔膜壁，去除壁头帽7，并且暴露主加强件11的上端附近的部分。位于壁头帽7的空腔30等中的混凝土被去除，并且通过暴露的主加强件11连接隔膜壁，上部的基脚和诸如顶板等的结构。版权所有（C）2005，JPO＆NCIPI

3. 发明专利

JP2004124380A Water intake structure and construction method thereof 有权
公开(公告)号：JP2004124380A
公开(公告)日：2004-04-22
申请号：JP2002285909
申请日：2002-09-30
申请人： Kajima Corp , 鹿島建設株式会社
发明人： AKIYAMA YOSHINOBU , KOMURO SATORU , IKETANI TAKESHI , IWASE KOJI
IPC分类号： E03B3/00 , C02F1/00
摘要： PROBLEM TO BE SOLVED: To provide a water intake structure and a construction method of the structure capable of being constructed in a short time of period and economically carrying out maintenance in a short time to prevent a holed pipe from being choked. SOLUTION: The water bottom 5 is excavated and a box 7 that is a precast member is immersed. A holed pipe 9 piercing the side face 4a of the box 7 is installed. The holed pipe 9 has holes 13 in the pipe 11 disposed in the box 7. A filtering material 15 is set in the box 7. An infilling material 23 is charged in a net bag 21 to get the filtering material 15. The farther the infilling material 23 is arranged from the holed pipe 9, the larger it becomes in its granule. COPYRIGHT: (C)2004,JPO

4. 发明专利

JP2013002049A Tide wall construction method 有权
标题翻译： TIDE WALL施工方法
公开(公告)号：JP2013002049A
公开(公告)日：2013-01-07
申请号：JP2011131259
申请日：2011-06-13
申请人： Kajima Corp , 鹿島建設株式会社
发明人： IKETANI TAKESHI , NAGASHIMA SATOSHI , AKIYAMA YOSHINOBU , UEMATSU SHINICHIRO , KIDA HIROMITSU , FUKUDA MASARU , NISHIKAWA TAKESHI , SHOJI SHIGERU
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide a tide wall construction method, which enables a short-period construction even when a ground is uneven, and can prevent scouring.SOLUTION: Scouring-prevention bodies 1 are piled up on a ground 9 which faces the sea 13. The scouring-prevention body 1 is a component consisting of a holding body 3 packed with a fill material 5 with a mouth at the top being closed. The inside of the holding body 3 is filled with the fill material 5, which can be, for example, crashed stones, preferably with large specific gravity. Part of the piled scouring-prevention bodies is pasted with unwoven fabric 15. The unwoven fabric 15 is pasted at least on the entire surface area of the part facing the sea 13. The entire area of the surface side of the unwoven fabric is sprayed with an impervious material 21 by a spray device 19. The impervious material 21 preferably has a designated strength after hardening, while having elasticity at the same time.
摘要翻译：要解决的问题：提供一种潮汐壁施工方法，其即使在地面不均匀的情况下也能够实现短期施工，并且可以防止冲刷。防水体1堆积在面向大海13的地面9上。防擦洗体1是由保持体3构成的部件，该保持体3填充有在顶部具有口部的填充材料5 被关闭保持体3的内部填充有填充材料5，填充材料5可以是例如优选地具有大比重的碎石。一部分堆积的防擦洗体用无纺布15粘贴。至少在面向海13的部分的整个表面区域上粘贴无纺织物15.无纺织物的表面侧的整个区域被喷涂通过喷射装置19是不透水材料21.不透水材料21优选在硬化后具有指定强度，同时具有弹性。版权所有（C）2013，JPO＆INPIT

5. 发明专利

JP2007031990A Joint of steel pipe sheet pile, joint structure of steel pipe sheet pile, and steel pipe sheet pile construction method 有权
标题翻译：钢管板接头，钢管接头结构和钢管板结构方法
公开(公告)号：JP2007031990A
公开(公告)日：2007-02-08
申请号：JP2005213737
申请日：2005-07-25
申请人： Kajima Corp , 鹿島建設株式会社
发明人： TAKAHASHI SHINOBU , TANAKA HIDEO , SASAKI YUTAKA , AKIYAMA YOSHINOBU , NIIHARA YUJI
IPC分类号： E02D5/08
摘要： PROBLEM TO BE SOLVED: To provide a wide L-L joint of a steel pipe sheet pile structure, which contributes to improvement in tensile strength, compressive strength, flexural strength, etc. through a relatively simple structure, exerts high rigidity, and positively prevents infiltration of water and sediment during construction and after completion of the construction.
SOLUTION: The wide joint is formed of a female joint 2 consisting of a pair of hook-shaped steel members 10, 10, and a male joint 3 consisting of a pair of hook-shaped steel members 11, 11. An inward-facing claw portion 10b of the hook-shaped steel member 10 has a folded portion 10c which is integrally formed with the inward-facing claw portion 10b at the tip of the same and protrudes toward a steel pipe 1 in parallel with a leg portion 10a, while an outward-facing claw portion 11b of the hook-shaped steel member 11 has a folded portion 11c which is integrally formed with the inward-facing claw portion 11b at the tip of the same and protrudes toward the steel pipe 1 in parallel with a leg portion 11a. Thus the inward-facing claw portion 10b, the outward-facing claw portion 11b, and the folded portions 10c, 11c cooperatively form a second cell (joint cell) B on each side of a first cell (central cell) A between the steel pipes, and mortar is filled in the cells A, B to ensure strength. Thus the mortar in each second cell B bears compressive force, and the two second cells B exert positive water cutoff performance.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供钢管桩桩结构的宽LL接头，其通过相对简单的结构有助于提高拉伸强度，抗压强度，弯曲强度等，发挥高刚性和正向防止施工期间和施工完成后水和沉积物渗入。解决方案：宽接头由一对钩状钢构件10,10和由一对钩状钢构件11,11组成的阳接头3构成的阴接头2形成。向内钩状钢构件10的表面爪部10b具有与其前端的向内爪部10b一体形成的折叠部10c，并且与腿部10a平行地朝向钢管1突出而钩状钢构件11的向外的爪部11b具有与其前端的向内爪部11b一体形成的折叠部11c，并且与钢管1平行地朝向钢管1突出腿部11a。因此，向内的爪部10b，向外的爪部11b和折叠部10c，11c协同地在钢管之间的第一电池（中心电池）A的每一侧形成第二电池（关节电池）B ，并将砂浆填充到电池A，B中以确保强度。因此，每个第二电池B中的砂浆承受压缩力，并且两个第二电池B施加正断流性能。版权所有（C）2007，JPO＆INPIT

6. 发明专利

JP2015004177A 既設防波堤の補強構造、既設防波堤の補強方法、補強体有权
标题翻译：现有破碎水加固结构，现有破水加固方法及加固体
公开(公告)号：JP2015004177A
公开(公告)日：2015-01-08
申请号：JP2013128730
申请日：2013-06-19
申请人：鹿島建設株式会社 , Kajima Corp , 日本海上工事株式会社 , Nippon Kaijo Koji Kk
发明人： AKIYAMA YOSHINOBU , YAMANOBE SHINICHI , IWAMAE NOBUYUKI , IKETANI TAKESHI , NAGATOMI MASASHI , TAZAKI KUNIO , KISHIDA TETSUYA
IPC分类号： E02B3/06
CPC分类号： Y02A10/15
摘要：【課題】簡易かつ施工も容易で補強効果も高い既設防波堤の補強構造等を提供する。【解決手段】マウンド2上にケーソン11を並べて構築した防波堤1において、ブロック体31の底面に摩擦増大マット32を設けてなる補強体3を、防波堤長手方向のケーソン11の両端部において、防波堤1の陸側と外洋側のマウンド2上に隣接させて設置する。これにより、陸へ向かう波と外洋へ向かう波による防波堤1の滑動や転倒に対する抵抗力を増大させるとともに、防波堤1を越流する波によるマウンド2の洗掘も防止する。【選択図】図3
摘要翻译：要解决的问题：提供现有防波堤的简单加固结构，便于施工，并具有较高的加固效果。解决方案：通过将沉箱11并排放置在墩2上构建防波堤1。加固体3，每个其通过在块体31的底面下方设置有摩擦增加垫32而形成在安装在堤坝2上的堤坝2的相邻的防波堤的纵向方向上的两侧端部，防波堤1的海洋一侧，由此，由波浪向陆地和海洋引起的防波堤1的滑动和推翻的阻力增加，并且防止了通过波浪溢出防波堤1的墩2的冲刷。

7. 发明专利

JP2013234544A Tide embankment for tsunami and construction method for the same 有权
标题翻译： TS。。。。。。。。。。。。。。
公开(公告)号：JP2013234544A
公开(公告)日：2013-11-21
申请号：JP2012109215
申请日：2012-05-11
申请人： Kajima Corp , 鹿島建設株式会社
发明人： IKETANI TAKESHI , AKIYAMA YOSHINOBU , NAGATOMI MASASHI , INAGAKI SATOSHI , IWAMAE NOBUYUKI
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide a tide embankment for tsunami capable of reliably absorbing energy of an overflow even when a tsunami overflows the tide embankment.SOLUTION: A tide embankment 1 for tsunami comprises: a primary tide embankment 3 constructed at a sea side; and a secondary tide embankment 5 constructed at a land side of the primary tide embankment 3. The primary tide embankment 3 may be an existing tide embankment with the secondary tide embankment constructed at the land side thereof or both of the primary tide embankment 3 and the secondary tide embankment 5 may be newly constructed. Also, the primary tide embankment 3 and the secondary tide embankment 5 may be constructed in a manner that integrates each other above or under the ground or on separate underground foundations. A height of the secondary tide embankment 5 is no more than that of the primary tide embankment 3. Scoring prevention bodies 7a and 7b are arranged, as needed, on respective lower sections at the land sides of the primary tide embankment 3 and the secondary tide embankment 5.
摘要翻译：要解决的问题：为海啸提供一个能够可靠地吸收溢流能量的潮汐堤岸，即使海啸在潮汐堤坝溢流时也是如此。解决方案：海啸潮汐堤1包括：在海边建造的主潮汐堤3; 以及在主潮汐堤3的陆侧建造的次潮堤5。主潮汐堤3可以是现有潮汐堤，其二次潮汐堤堤在其陆地侧构造，或者主潮汐堤3和次级堤防5可能是新建的。此外，主潮汐堤3和次潮堤5可以以在地下或地下或在单独的地下基础上彼此集成的方式构造。副潮汐堤5的高度不大于主潮汐堤3的高度。防划体7a和7b根据需要设置在主潮汐堤3和二次潮汐3的陆侧的各自的下部堤防5。

8. 发明专利

JP2003171923A COVERING MATERIAL, METHOD OF MANUFACTURING COVERING MATERIAL, SCOUR PREVENTIVE STRUCTURE AND SCOUR PREVENTIVE CONSTRUCTION METHOD 审中-公开
公开(公告)号：JP2003171923A
公开(公告)日：2003-06-20
申请号：JP2001370034
申请日：2001-12-04
申请人： TETRA KK , KYOWA CO LTD , KAJIMA CORP
发明人： ISHIKAWA YOSHIICHI , MASE SATOSHI , IKETANI TAKESHI , AKIYAMA YOSHINOBU , TSUBUKI KAZUHIDE , KOYAMA HIROFUMI
IPC分类号： E02B3/14 , E02B3/12
摘要： PROBLEM TO BE SOLVED: To provide a scour preventive structure stable to waves, and executable in a short construction period, a scour preventive construction method, a covering material suitable for the structure, and a manufacturing method of the covering material. SOLUTION: The continuous cylindrical covering material 1 is constituted by packing an infilling material 5 in a net bag 3. The net bag 3 is constituted by joining a plurality of bags, and is formed in an almost continuous cylindrical shape. Thus, the infilling material 5 moves little, and the continuous cylindrical covering material 1 is stable to the waves. Respective cylinders are joined by a sewing-up line 7 along a side surface, and have flexibility. The continuous cylindrical covering material 1 has a connecting part 11 parallel to the sewing-up line 7 on the side surface. A continuous cylindrical covering material connecting body 10 having the optional length can be formed by connecting a plurality of covering materials. The continuous cylindrical covering material connecting body 10 is suspended, and is arranged in a prescribed position to enable execution work for covering a wide range at a high speed. COPYRIGHT: (C)2003,JPO

9. 发明专利

JP2003171918A BACK-FILL STRUCTURE AND BACK-FILL CONSTRUCTION METHOD 审中-公开
公开(公告)号：JP2003171918A
公开(公告)日：2003-06-20
申请号：JP2001370015
申请日：2001-12-04
申请人： TETRA KK , KYOWA CO LTD , KAJIMA CORP
发明人： ISHIKAWA YOSHIICHI , MASE SATOSHI , IKETANI TAKESHI , AKIYAMA YOSHINOBU , TSUBUKI KAZUHIDE , KOYAMA HIROFUMI
IPC分类号： E02B3/06 , E02B3/08
摘要： PROBLEM TO BE SOLVED: To provide a back-fill structure and a back-fill construction method achieving reduction of an earth pressure, having a screen effect and capable of shortening a construction period. SOLUTION: A back-fill is composed by stacking a multiplicity of bag filled covering materials 1 in layers in a back face of a caisson 23. In the bag filled covering material 1, filling materials 5 are filled in a fiber made net bag 3, and the earth pressure acting on the caisson 23 can be extensively reduced. By selecting a proper particle size for the filling materials 5, the bag filled covering materials 1 can function as a filter. A plurality of the bag filled covering materials 1 are suspended from a suspending jig 31 and they are collectively installed in a predetermined position. Since there is no need for fine accuracy control such as leveling of a substrate or combination in installation, the construction period can be shortened. COPYRIGHT: (C)2003,JPO

10. 发明专利

JP2000054338A WATER-INTAKE EQUIPMENT AND EXECUTION METHOD THEREOF 失效
公开(公告)号：JP2000054338A
公开(公告)日：2000-02-22
申请号：JP22282698
申请日：1998-08-06
申请人： KAJIMA CORP
发明人： HIRAYAMA JUN , NAKAO TSUTOMU , ONIKI KOICHI , IKETANI TAKESHI , AKIYAMA YOSHINOBU , KEYA YOSHIAKI
IPC分类号： E02B1/00 , E02B5/00
摘要： PROBLEM TO BE SOLVED: To provide a water-intake equipment which does not impair the landscape of a seashore line and a lakeside line because artificial structures are not installed in these area, and minimizes environmental load against a sea area or a water area and further, prolongs the water intake effect, and rationally construct the equipment without environmental disruption in the execution for the construction of the equipment. SOLUTION: An intake well 1 is constructed, and a headrace 8 is formed of impermeable segments made of reinforced concrete as a tunnel 7 approaching an underground part of a water source such as a sea bottom 6 or a lake bottom. A water intake part 9 at the front part of the headrace 8 is formed with composite segments that the joints of the external periphery are surrounded by steel frames as reinforcing members and the internal wall is constituted of a water- permeable unreinforced porous concrete 14.

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