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1. 发明专利

JP2006089964A Structure installation method and structure 有权
标题翻译：结构安装方法与结构
公开(公告)号：JP2006089964A
公开(公告)日：2006-04-06
申请号：JP2004274658
申请日：2004-09-22
申请人： Kajima Corp , Yorigami Maritime Construction Co Ltd , 寄神建設株式会社 , 鹿島建設株式会社
发明人： TAKAHASHI SHINOBU , TANAKA HIDEO , SHIBATA MASANORI , HONMA SHIGEKI , ODA YOSHIMICHI
IPC分类号： E02D27/12 , E02B3/06 , E02D27/32 , E02D27/52
摘要： PROBLEM TO BE SOLVED: To provide a structure installation method according to which temporary piles other than foundation files are dispensed with, and an installation height of a superstructure is positively adjusted to distribute the load of the superstructure to the foundation piles correspondingly, even if distortion occurs when setting the foundation piles and the superstructure, to thereby unite the foundation piles and the superstructure together in one body, and to provide a structure constructed according to the method.
SOLUTION: According to the structure installation method, each foundation pile 5 is set on the ground 3, and a steel pipe 39 of a height adjusting device 13 is inserted into a jacket leg 7 of the superstructure 1. Then, the superstructure 1 is hung from a hanging point fitting as a hanging point, which is arranged on an upper end of the height adjusting device 13, and the foundation pile 5 is inserted into the jacket leg 7, to thereby mount an end plate 55 of the steel pipe 39 on the foundation pile 5. At this time, a lower steel pipe 39c bears an intermediate steel pipe 39b via a spherical bearing 51, and the intermediate steel pipe 39b bears an upper steel pipe 39a via a slide jack 45. Thereafter, the slide jack 45 is extended/contracted to adjust the installation height of the superstructure 1, and thus the foundation piles 5 and the superstructure 1 are integrated together.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种结构安装方法，根据该结构安装方法，除了基础文件之外的临时堆，省去了上层建筑的安装高度，以相应地将上层建筑的载荷分配给基础桩，即使在设置基础桩和上层建筑物时发生变形，从而将基础桩和上部结构组合在一体，并提供根据该方法构造的结构。解决方案：根据结构安装方法，将每个基桩5设置在地面3上，并且将高度调节装置13的钢管39插入上层建筑1的护腿7中。然后，上层建筑 1悬挂在作为悬挂点的吊点配件上，该悬挂点配置在高度调节装置13的上端，基础桩5插入护腿7中，从而安装钢板的端板55 此时，下部钢管39c经由球面轴承51承载中间钢管39b，中间钢管39b经由滑动插座45承载上部钢管39a。此后，滑动千斤顶45伸长/收缩以调整上层建筑1的安装高度，从而使基础桩5和上部结构1结合在一起。版权所有（C）2006，JPO＆NCIPI

2. 发明专利

JP2006028869A Construction method of underwater tunnel and underwater excavating machine 有权
标题翻译：水下隧道和水下掘进机施工方法
公开(公告)号：JP2006028869A
公开(公告)日：2006-02-02
申请号：JP2004208674
申请日：2004-07-15
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MIZUNO MASAHIKO , SEGUCHI TOMOKATSU , TANAKA HIDEO , KATO MAKOTO
IPC分类号： E02D29/07
摘要： PROBLEM TO BE SOLVED: To construct an underwater tunnel by a device having a comparatively simple structure and construct a perfect foundation by enabling employment of an underwater tunnel construction method using an underwater excavating machine even if the underwater tunnel to be constructed has a gradient in vertical cross-section and has a gradient changing part in vertical cross-section in the halfway part of the underwater tunnel.
SOLUTION: The underwater excavating machine 1 comprises a front excavation section 2 having an excavation means such as a face plate and an excavator, a tail section 3 without a bottom plate and consisting of a pair of side walls 4 and 4 and an articulation mechanism including an excavating cylinder or the like connecting the excavation section 2 and the tail section 3, and therefore the machine 1 can pass through the section in which the gradient changes. The underwater ground B is bored by the excavation section 2, and when an advance corresponding to one caisson is made, foundation rubble stone or a temporary bearing is executed on the excavated ground C between the side walls 4 and 4, the caisson is immersed thereon, and mortar is injected between the caisson and the excavated ground to form a mortar foundation. The excavation section 2 is made to advance by a jack by using a reaction force of the caisson, and the advance corresponding to one caisson and the installation of the caisson are successively repeated to construct the continuous underwater tunnel.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：通过使用水下挖掘机的水下隧道施工方法即使构造的水下隧道具有水下隧道，也可以通过具有比较简单的结构的装置构造水下隧道，并构建完美的基础在垂直横截面上呈梯度，并且在水下隧道的中途具有垂直横截面的梯度变化部分。解决方案：水下挖掘机1包括具有诸如面板和挖掘机的挖掘装置的前部挖掘部分2，没有底板的尾部3，由一对侧壁4和4组成，包括连接挖掘部分2和尾部3的挖掘筒等的铰接机构，因此机器1可以通过梯度变化的部分。水下地面B由挖掘区2钻孔，当对一个沉箱进行相应的进给时，在侧壁4和4之间的挖掘地面C上执行基础瓦砾石或临时轴承，将沉箱浸入其中并将砂浆注入沉箱和被挖掘的地面之间形成砂浆基础。通过使用沉箱的反力使挖掘部2由千斤顶前进，相继重复对应于一个沉箱和沉箱的安装，构造连续的水下隧道。版权所有（C）2006，JPO＆NCIPI

3. 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

4. 发明专利

JP2007040548A Method and device for manufacturing salt water soft ice 审中-公开
标题翻译：用于制造盐水软冰的方法和装置
公开(公告)号：JP2007040548A
公开(公告)日：2007-02-15
申请号：JP2005222198
申请日：2005-07-29
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KUMAZAWA TSUTOMU , SHIMIZU MASAAKI , SAKAGUCHI SHIGEAKI , SHIMURA EIKI , TANAKA AKITO , TANAKA HIDEO , TANEDA KOZO
IPC分类号： F25C1/00
摘要： PROBLEM TO BE SOLVED: To provide a method and device for manufacturing salt water soft ice with a high salt concentration in an ice grain.
SOLUTION: Cold salt water A is filled in an ice making tank 10 with a heat insulating floating lid 11, the cold salt water A in a bottom of the ice making tank 10 is circulated at a low flow velocity by an ice machine 20 and condensed into ice crystallites M, the ice crystallites M are levitated in the cold salt water A from the bottom of the ice making tank 10 and grown into snow like crystals S, and the snow like crystals S are sequentially laminated on a bottom face of the floating lid 11 to produce the salt water soft ice (A+S). Preferably, a depth D and/or a diameter W of the ice making tank 10 is selected such that a salt concentration difference of the cold salt water A is small between water surface part and the bottom, and sufficient floating time is secured for the ice crystallites M to grow into the snow like crystals. For example, the depth D of the bottom of the ice making tank 10 is provided substantially the same as the diameter W of the ice making tank 10, and more preferably, a salt water content of the salt water soft ice (A+S) is adjusted by draining all or one part of the salt water A from the bottom of the ice making tank 10 after lamination of the snow like crystals S or in response to the lamination.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种在冰粒中制备盐浓度高的盐水软冰的方法和装置。解决方案：将冷盐水A装入带有隔热浮动盖11的制冰槽10中，制冰罐10底部的冷盐水A通过制冰机以低流速循环 20并冷凝成冰晶M，冰晶M从制冰槽10的底部在冷盐水A中悬浮并生长成雪状晶体S，并将雪状晶体S依次层压在底面的浮动盖11以产生盐水软冰（A + S）。优选地，选择制冰槽10的深度D和/或直径W，使得冷水水A的盐浓度差在水面部分和底部之间小，并且确保足够的浮动时间微晶M生长成像晶体一样的雪。例如，制冰槽10的底部的深度D与制冰槽10的直径W基本相同，更优选为盐水软冰（A + S）的盐水含量，通过在层叠雪状晶体S之后或响应于层压而从制冰罐10的底部排出全部或一部分盐水A来调节。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2017089267A プレキャスト構造体、地下構造物、洋上浮体構造物およびセグメント审中-公开
公开(公告)号：JP2017089267A
公开(公告)日：2017-05-25
申请号：JP2015221499
申请日：2015-11-11
申请人：鹿島建設株式会社 , Kajima Corp
发明人： MASUDA MASAHIRO , TANAKA HIDEO
IPC分类号： E21D11/04 , E02D29/063
摘要：【課題】アーチアクションを利用して、部材の厚みを薄くすることが可能で軽量であり、止水性にも優れ、大幅な工期短縮が可能なプレキャスト構造体等を提供する。【解決手段】セグメント3は、コンクリート製であり、シールドトンネルに用いられるセグメントとほぼ同様の外形を有する。すなわち、セグメント3は、互いに対向する円弧状の曲面と、曲面同士を接続する側面とからなる。セグメント3を複数個周方向に連結することで、リング状のプレキャスト構造体を形成することができる。すなわち、セグメント3で構成されるプレキャスト構造体は、アーチ形状を有する。セグメント3の緊張部材以外の部位には、発泡体15が埋設される。発泡体15は、発泡スチロールなどの軽量な樹脂製である。すなわち、セグメント3を構成するコンクリートの内部には、中空部が形成され、中空部には発泡体15が設けられる。【選択図】図2

6. 发明专利

JP2004132596A Production method and device of salt water soft ice 有权
公开(公告)号：JP2004132596A
公开(公告)日：2004-04-30
申请号：JP2002296837
申请日：2002-10-10
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SHIMIZU MASAAKI , SHIMURA EIKI , UDA MOTOHISA , TANAKA HIDEO , TANEDA KOZO
IPC分类号： F25C1/00
摘要： PROBLEM TO BE SOLVED: To provide a production method and device of salt water soft ice capable of storing and taking out soft ice as occasion demands without fusing ice grains.
SOLUTION: An ice-making machine 13 for condensing cold salt water 1 to ice grains 30a is connected to an ice water storage tank 12 through a circulation passage 17, a bubble flow 52 of compressed air 50 is added to the storage tank 12 while circulating the cold salt water 1 between the storage tank 12 and the ice-making machine 13, and the ice grains 30a made in the ice-making machine 13 are introduced to the storage tank 12, and stirred with the cold salt water 1 by the bubble flow 52 to generate the salt water soft ice 30 that is a mixture of the ice grains 30a with the salt water 1. The generated salt water soft ice 30 is transferred to a soft ice storage tank 13 having a bottom wall consisting of an inclined draining plate 18 with a lower end gutter part 19, the soft ice 30 is supplied to the outside by a soft ice delivery means 25 within the gutter part 19, and the salt water 1 fallen from the draining plate 18 is returned to the storage tank 12. Preferably, the outlet of the delivery means 25 is allowed to communicate with the outside via an expansible soft ice drawing bag 47, and a group of variable openings 47g increased and decreased in opening area according to the expansion and contraction is provided on the side wall of the bag body 47.
COPYRIGHT: (C)2004,JPO

7. 发明专利

JP2004041838A Water sterilizing/cleaning/treating method and apparatus therefor 有权
公开(公告)号：JP2004041838A
公开(公告)日：2004-02-12
申请号：JP2002199604
申请日：2002-07-09
申请人： Kajima Corp , Mitsubishi Electric Corp , 三菱電機株式会社 , 鹿島建設株式会社
发明人： SHIMIZU MASAAKI , SHIMURA EIKI , UDA MOTOHISA , TERANISHI TOMOHIRO , TANAKA HIDEO , TANEDA KOZO , YOTSUMOTO HATSUO
IPC分类号： C02F1/28 , C02F1/50 , C02F1/78
摘要： PROBLEM TO BE SOLVED: To provide a treatment method for sterilized clean water capable of performing sterilization and the removal of sterilizing residue in a stationary state. SOLUTION: Water 1 to be treated is mixed with ozone-containing air 7a in a mixing tank 8 to be sterilized as ozone water 8a. The ozone water 8a is separated from sterilizing residue in a separation tank 9 to obtain sterilized clean water 3. When the sterilized clean water 3 is brought to a product 18 in a treatment plant 4, a return flow channel 22 with an on-off valve V5 is provided between the outlet 4E of the plant 4 and the mixing tank 8. When plant treatment is stopped, the whole of the separation tank 9 and the plant 4 are sterilized by sending ozone water 8a or ozone-containing air 7a into the whole of them and, before plant treatment is resumed, the sterilizing residue of the whole of the separation tank 9 and the plant 4 is removed by refluxing sterilized clean water 3 returned to the separation tank 9 from the separation tank 9 through the plant 4, the return flow channel 22 and the mixing tank 8. The sterilized clean water 3 extracted from the reflux of the sterilized clean water 3 is supplied to the wall surfaces of the spaces 9U and 4U in the separation tank 9 and the plant 4 and the sterilizing residue on the wall surfaces of the spaces 9U and 4U is desirably rinsed and removed by the sterilized clean water 3. COPYRIGHT: (C)2004,JPO

8. 发明专利

JP2002071247A METHOD AND SYSTEM FOR PRODUCING ICE CONTAINING SALT 失效
公开(公告)号：JP2002071247A
公开(公告)日：2002-03-08
申请号：JP2000254120
申请日：2000-08-24
申请人： KAJIMA CORP
发明人： SHIMIZU MASAAKI , UDA MOTOHISA , TANAKA HIDEO
IPC分类号： F25C1/00 , F25C5/14
摘要： PROBLEM TO BE SOLVED: To produce healthy ice containing salt uniformly with high efficiency without using a refrigerating machine utilizing condensation/evaporation of refrigerant, e.g. CFC. SOLUTION: Ice containing salt is produced by spraying saline water into low temperature air flow to generate nuclei of ice in the low temperature air flow, floating the nuclei of ice in the low temperature air flow until they grow up or join to produce ice particles containing salt and then separating the ice particles containing salt from the air flow and collecting them.

9. 发明专利

JP2000320868A HEAT RESERVING AIR CONDITIONING SYSTEM INSIDE BODY 失效
公开(公告)号：JP2000320868A
公开(公告)日：2000-11-24
申请号：JP13214799
申请日：1999-05-13
申请人： KAJIMA CORP
发明人： TANAKA HIDEO , HIRAOKA MASAYA , OWADA ATSUSHI , TAKIMURA TORU , TOKARI SATOSHI , SAGARA NORIYASU
IPC分类号： F24F5/00
摘要： PROBLEM TO BE SOLVED: To simultaneously execute two points of transferring an air conditioning load in the daytime to that at night and reducing an energy consumption amount. SOLUTION: The heat reserving air conditioning system inside body comprises functions of supplying chilled water generated from a refrigerator 14 to an air conditioner 6, diffusing cooled air fed from the conditioner 6 to a space 4 in a ceiling by operating to open or close dampers 8, 9, and storing a cold heat in a concrete slab 5, and functions of opening dampers 10, 12, inputting low temperature atmospheric air into the space 4 to naturally ventilate, and thereby storing a cold heat in the slab 5. These functions are controlled by a controller, and the system selectively stores heat inside body using the refrigerator 14 or stores a heat inside body utilizing the natural ventilation.

10. 发明专利

JPH09201676A STUD WELDING METHOD 失效
公开(公告)号：JPH09201676A
公开(公告)日：1997-08-05
申请号：JP2983096
申请日：1996-01-24
申请人： KAJIMA CORP , JAPAN DRIVE IT
发明人： USAMI SHIGERU , TANAKA HIDEO
IPC分类号： B23K9/20
摘要： PROBLEM TO BE SOLVED: To provide a stud welding method capable of obtaining a welding material high in initial rigidity and high in fatigue strength to many times of repeated loadings, by using a general welding dowel provided with an axis of a fixed cross section. SOLUTION: In this stud welding method, at first a metallic expansion block 7 provided with a flat bottom 9 and with a through-hole 10 or a recessed is prepared. Then, the expansion block 7 is arranged while coming its bottom 9 into contact with the surface of a material 2 to be welded, and also an annular flux 31 is arranged coaxially in the through-hole 10 or the recessed part of the expansion block 7. The weld zone 4 of a dowel 1 is inserted into the flux 31 in this state, and stud-welded by actuating a stud welder 20, thereby the dowel 1 is fixedly welded to the material 2 and the expansion block 7.

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