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1. 发明专利

JP2014190073A Construction method for temporary floating cofferdam 有权
标题翻译：临时浮动咖啡的构造方法
公开(公告)号：JP2014190073A
公开(公告)日：2014-10-06
申请号：JP2013067123
申请日：2013-03-27
申请人： Kyushu Regional Development Bureau Ministry Of Land Infrastructure & Transport , 国土交通省九州地方整備局長 , Japan Dam Engineering Center , 一般財団法人ダム技術センター , Kajima Corp , 鹿島建設株式会社 , Hitachi Zosen Corp , 日立造船株式会社
发明人： SAKAMOTO KOJI , YASUDA TOYOO , AKUNE HIROYUKI , YOSHINAGA KAZUKI , FUJISAWA TADAHIKO , IWAMURA HIDEYO , TAKADA ETSUHISA , TAKIGUCHI NORIO , AKIYAMA SADAYUKI , FUJINO KENICHI , MIYAMOTO OSAMU , TAKUBO HIROO , NAKAHO KYOICHI , SHINDO TAKUYA
IPC分类号： E02B7/00
CPC分类号： E02D19/04 , E02B3/10 , Y02A10/13
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a temporary floating cofferdam in which a cofferdam structure can be assembled without performing diving operation under the deepwater conditions in a limited space on the water.SOLUTION: A lower-most block 3 is connected on top of a base while the base 5 is floating on water, and then sunk to a predetermined depth. Then, an upper block 3 is connected on top of the lower block 3 using a connecting structure 11 allowing for a predetermined amount of relative movement between the blocks in the horizontal direction and sunk to a predetermined depth, the work process being repeated multiple times. Once all the blocks 3 are connected, a U-shaped rubber gasket 21 is set on an end part 17 of the temporary cofferdam structure 1 to form the temporary cofferdam structure 1. Next, the temporary cofferdam structure 1 is floated and towed in an upright state, and set on a wall surface 68 of a dam 69. A flap-type movable lid 6 is disposed on the top end 18 of the temporary cofferdam structure 1. Then, the interior space enclosed by the temporary cofferdam structure 1 and the wall surface 68 of the dam 69 is drained.
摘要翻译：要解决的问题：提供临时浮式围堰的施工方法，其中可以组装围堰结构，而不必在深水条件下在水的有限空间内进行潜水作业。解决方案：最下面的块3连接在底座顶部，而基座5浮在水面上，然后沉入预定的深度。然后，使用连接结构11将上部块3连接在下部块3的上方，允许在水平方向上块之间的预定量的相对移动并且下沉到预定深度，工作过程被重复多次。一旦所有的块体3连接起来，在临时围堰结构1的端部17上设置U形橡胶垫圈21，形成临时围堰结构1.接下来，临时围堰结构1浮起并竖直地拖曳状态，并设置在坝69的壁面68上。在临时围堰结构1的顶端18上设置有翼片式可动盖6.然后，由临时围堰结构1包围的内部空间和壁排水坝69的表面68被排出。

2. 发明专利

JP2011220059A Construction method for marine structure 有权
标题翻译：海洋结构施工方法
公开(公告)号：JP2011220059A
公开(公告)日：2011-11-04
申请号：JP2010092764
申请日：2010-04-14
申请人： Kajima Corp , 鹿島建設株式会社
发明人： IWAMURA HIDEYO , MURAI KENJI , TAKEUCHI SATOSHI , IKEGAWA SHINYA , IKETANI TAKESHI , ICHINOMIYA TOSHIMICHI , YANAI SHUJI , KONO TETSUYA
IPC分类号： E02B3/06 , E02B3/20 , E02B17/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a marine structure which allows high workability and correspondence to the upsizing of the structure.SOLUTION: This construction method allows high workability and correspondence to the upsizing of the structure in terms of dolphin 1. A base concrete 13a is placed on a bottom plate 11 of a burial mould 10 and the base concrete 13a is hardened through a curing step. A top concrete 13b is then placed over the hardened base concrete 13a, thus the bottom plate 11 of the burial mould 10 should have sufficient strength for withstanding the weight of the base concrete 13a, which means that the bottom plate 11 can be thin even if the size of the structure is increased, and the weight of the burial mould 10 can be reduced as well. A slab structure which can withstand the weight of the top concrete 13b is formed by the hardened base concrete 13a, which allows a smooth placement of the top concrete 13b when the light-weighted burial mould 10 is used.
摘要翻译：要解决的问题：提供一种船舶结构的施工方法，其允许高的可加工性和对应于结构的大型化。解决方案：这种施工方法允许高的可加工性和与海豚1的结构的大型化相对应。将基础混凝土13a放置在埋地模具10的底板11上，并且基础混凝土13a通过固化步骤然后将顶部混凝土13b放置在硬化的基础混凝土13a上，因此埋葬模具10的底板11应具有足够的强度以承受基础混凝土的重量，这意味着底板11可以是薄的，即使结构的尺寸增加，埋设模具10的重量也可以减小。可以承受顶部混凝土13b重量的板坯结构由硬化的基础混凝土13a形成，当使用轻量级埋地模具10时，允许顶部混凝土13b平滑地放置。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2011162988A Temporary pier and method for constructing the same 有权
标题翻译：用于构造它们的临时PI子和方法
公开(公告)号：JP2011162988A
公开(公告)日：2011-08-25
申请号：JP2010026079
申请日：2010-02-09
申请人： Kajima Corp , 鹿島建設株式会社
发明人： TAKEUCHI SATOSHI , IWAMURA HIDEYO , IKETANI TAKESHI , HATA TERUMICHI
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide a temporary pier which is excellent in installation workability, which has sufficient strength and which enables the repeated utilization of a used member; and to provide a method for constructing the temporary pier.
SOLUTION: This temporary pier 1 is constructed in water (on the water) in a river etc. A bearing pile 3 is vertically provided in the underwater ground. The bearing pile 3 is formed to a level above a water surface 15 from the ground. Superstructure work 13 as a place for performing work etc. is formed above the bearing pipe 3. Beam members 7 are provided at predetermined intervals in the vertical direction of the bearing pile 3. The beam member 7 is horizontally joined to the bearing pile 3. A reinforcing member 9 is provided between the bearing piles 3 and below the water surface 15 (near the water surface 15). The reinforcing member 9 comprises an approximately rectangular frame portion 17, a knee brace portion 19 formed on the diagonal line of the frame portion 17, etc. The reinforcing member 9 is made of high-strength fiber-reinforced concrete.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有优异的安装加工性的临时墩，其具有足够的强度并且能够重复使用用过的构件; 并提供构建临时码头的方法。
解决方案：这条临时码头1在河中的水中（水上）构建。轴承桩3垂直设置在水下地面。轴承桩3从地面形成为高于水面15的水平。在轴承管3的上方形成有作为工件等的上层结构工件13。在轴承桩3的上下方向以规定的间隔设置有梁构件7.梁构件7与轴承桩3水平接合。在承载桩3之间和水面15下方（水面15附近）设置有加强构件9。加强构件9包括大致矩形框架部17，形成在框架部17的对角线上的膝盖支撑部19等。加强构件9由高强度纤维强化混凝土制成。版权所有（C）2011，JPO＆INPIT

4. 发明专利

JP2010248745A Method for constructing underwater structure 有权
标题翻译：构造水下结构的方法
公开(公告)号：JP2010248745A
公开(公告)日：2010-11-04
申请号：JP2009097628
申请日：2009-04-14
申请人： Kajima Corp , 鹿島建設株式会社
发明人： IWAMURA HIDEYO , HATA TERUMICHI , IKETANI TAKESHI , NAGASHIMA SATOSHI , ONODA KAZUYA
IPC分类号： E02B9/04 , E02B3/06
CPC分类号： Y02E10/22
摘要： PROBLEM TO BE SOLVED: To provide a method for constructing an underwater structure capable of being installed even on the uneven bottom of the water, without forming a gap between the underwater structure and the bottom of the water, in the installation of the underwater structure such as an intake pool for atomic power generation.
SOLUTION: The intake pool 1 is formed, for example, of a submerged dyke 7 which is installed in such a manner as to surround an intake 3 provided in an atomic power plant 2. The submerged dyke 7 is the underwater structure which is installed in a position lower than a sea level 5. The intake pool 1 has to supply marine water in the intake pool 1 to the intake 3 without the outflow of the marine water in the intake pool 1, even when the sea level 5 becomes lower than an upper end of the submerged dyke 7. Thus, a water shut-off portion 11 for preventing the outflow of the marine water to the outside of the intake pool 1 is provided in the lower portion of the submerged dyke 7. More specifically, the water shut-off portion 11 is used to prevent the outflow of the marine water to the outside of the intake pool 1 by filling a gap between the submerged dyke 7 and the bottom of the sea.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种即使在水的不平坦底部上安装的水下结构的构造方法，也不形成水下结构和水底之间的间隙，在安装水下结构如原子能发电摄入池。
解决方案：进气池1例如形成为以围绕设置在原子发电厂2中的进气口3的方式安装的浸没堤坝7.浸没堤坝7是水下结构，安装在低于海平面5的位置。进气池1必须在进气池1中将进水池1中的海水提供给进气口3，而不会在进气池1内的海水流出，即使当海平面5成为低于浸没堤坝7的上端。因此，在淹没堤坝7的下部设置有用于防止海水流入进气池1外部的水分关闭部分11。通过填充浸没的堤坝7和海底之间的间隙，水切断部分11用于防止海水流入进气池1的外部。版权所有（C）2011，JPO＆INPIT

5. 发明专利

JP2008106569A Rope type repairing scaffold and floating body type repairing scaffold 有权
标题翻译：帆布类型修理SCAFFOLD和浮动身体类型修复SCAFFOLD
公开(公告)号：JP2008106569A
公开(公告)日：2008-05-08
申请号：JP2006292285
申请日：2006-10-27
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： IWAMURA HIDEYO , YAMANISHI HARUO , TAKEUCHI SATOSHI , KANETANI KATSUHIKO , KATO KENJI , YOKOZEKI KOSUKE , SAITO TAKESHI
IPC分类号： E04G3/30 , E01D21/00 , E01D22/00
摘要： PROBLEM TO BE SOLVED: To provide a rope type repairing scaffold and a floating body type repairing scaffold, endurable against a large load, without rusting, and easy in installation and removal.
SOLUTION: A main rope 13a is installed by being inserted into a sleeve 21 arranged between support piles 9, while being successively wound on and fixed to the respective support piles 9 in the bridge axis orthogonal direction of a pier 1. Next, a cross rope installing band 23 having a cross rope bracket 25 is wound on and fixed to an upper part of the main rope 13a fixed to the respective support piles 9. A cross rope 13c installed between the diagonally positioned support piles 9, is installed in an X shape on a cross rope installing plate 22. Afterwards, the cross rope 13c and a cross rope 13b installed in the bridge axis direction of the pier 1, are hooked on the cross rope bracket 25, and are connected to the cross rope installing band 23 fixed to the support pipes 9.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供绳索式修理脚手架和浮体式修理脚手架，耐大负荷，不生锈，易于安装和拆卸。解决方案：主绳索13a通过插入到布置在支撑桩9之间的套筒21中而被安装，同时在码头1的桥轴正交方向上连续缠绕并固定到相应的支撑桩9上。接下来，将具有十字绳支架25的十字绳安装带23缠绕并固定在固定到各支撑桩9上的主绳索13a的上部。安装在对角定位的支撑桩9之间的横索13c安装在在横绳安装板22上形成X形。然后，将横绳13c和安装在码头1的桥轴方向上的横绳13b钩在十字绳托架25上，并连接到横绳安装带23固定在支撑管9上。版权所有（C）2008，JPO＆INPIT

6. 发明专利

JP2013165693A Structure for growing coral and revetment method 审中-公开
标题翻译：用于生长CORAL和REVETMENT方法的结构
公开(公告)号：JP2013165693A
公开(公告)日：2013-08-29
申请号：JP2012031861
申请日：2012-02-16
申请人： Kajima Corp , 鹿島建設株式会社 , Nippon Mikuniya Kk , 日本ミクニヤ株式会社
发明人： SAKUSE NOBUO , AKIYAMA SADAYUKI , IWAMURA HIDEYO , FUJINO KENICHI , KODAMA TOSHINORI , NAKAMURA HANAKO , KOSHIMURA YOSHITAKA , ICHIMURA YASUSHI
IPC分类号： A01K61/00
CPC分类号： Y02A10/27 , Y02A40/81 , Y02A40/83 , Y02A40/838
摘要： PROBLEM TO BE SOLVED: To provide novel means for regenerating and creating a coral reef.SOLUTION: A coral growing structure A is provided that is a basket 1 formed with a high durability network member 11, of which whole surface is substantially closed, and in which a coral lime rock 21 is contained. If sand dusts etc. in the sea deposit on a coral, photosynthesis of zooxanthella in the coral is inhibited and growth of the coral is also stunted. On the other hand, when the coral growing structure A is installed in the sea, the network member 11 is moderately bent and vibrated by ocean waves and water streams, etc. Thus, the deposition of sand dusts on the coral adhered and established on the network member 11 can be prevented, and thus the coral can grow and develop. Furthermore, containing the coral lime rock 21 in the basket 1 allows to provide calcium components and carbonate ions from the coral lime rock 21 to the coral adhered and established on the network member 11 in comparatively high concentration, promoting the growth and development of the coral.
摘要翻译：要解决的问题：提供用于再生和形成珊瑚礁的新颖手段。解决方案：提供一种珊瑚生长结构A，其是形成有高耐久性网状构件11的篮1，整个表面基本上封闭，其中包含珊瑚石灰岩21。如果海中沙尘等沉积在珊瑚上，珊瑚中的珊瑚礁的光合作用被抑制，珊瑚的生长也发育迟缓。另一方面，当珊瑚生长结构A安装在海中时，网络构件11被海浪和水流等适度地弯曲和振动。因此，将沉积在珊瑚上的珊瑚沉积在可以防止网络构件11，从而珊瑚可以生长和发展。此外，在篮子1中容纳珊瑚石灰岩21允许从珊瑚石灰岩21提供钙成分和碳酸根离子，以相对较高的浓度粘附并建立在网状构件11上的珊瑚，促进珊瑚的生长和发育。

7. 发明专利

JP2011231524A Cofferdam construction method and cofferdam structure 有权
标题翻译： COFFERDAM建筑方法和咖啡结构
公开(公告)号：JP2011231524A
公开(公告)日：2011-11-17
申请号：JP2010102929
申请日：2010-04-28
申请人： Kajima Corp , 鹿島建設株式会社
发明人： IWAMURA HIDEYO , MURAI KENJI , TAKADA ETSUHISA , KAGAMI YOSHIHIRO , IKETANI TAKESHI , FUKUYAMA TAKAKO , TAKEUCHI SATOSHI , TAGUCHI KATSUNORI
IPC分类号： E02B7/00
摘要： PROBLEM TO BE SOLVED: To provide a cofferdam construction method etc. which allows an easy cofferdam construction for a water area.SOLUTION: A joint surface consisted of a side wall part 2 and a bottom part 4 opens a cofferdam structure 1 with an internal part at least partitioned into floating parts 100, 400, an inflowing part 200 and a pouring part 300. In a state where the side wall part 2 is made to float on water surface laterally, water is poured into the pouring part 300 and flows into the inflowing part 200 to set the bottom part 4 to down into the water, thus, putting the side wall part 2 to a state of longitudinally floating on the water. The side surface 3a of a dam body 3 of the cofferdam structure 1 is then positioned alongside the end face of joint surface formed from the bottom part 4 and side wall part 2. Thereafter, the space surrounded by the cofferdam structure 1 and the side face 3a of the dam body 3 is drained of water.
摘要翻译：要解决的问题：提供一种能够为水域容易围堰施工的围堰施工方法等。解决方案：由侧壁部分2和底部部分4组成的接合表面打开隔离墙结构1，其中内部部分至少分成浮动部分100,400，流入部分200和倾倒部分300。使侧壁部2横向在水面上浮动的状态，将水倒入倾倒部300中并流入流入部200，将底部4向下设置到水中，由此将侧壁第2部分是纵向漂浮在水面上的状态。然后，围堰结构体1的坝体3的侧面3a位于从底部4和侧壁部2形成的接合面的端面旁边。之后，由围堰结构1和侧面坝体3的3a被排出水。版权所有（C）2012，JPO＆INPIT

8. 发明专利

JP2011220058A Construction method for marine structure 有权
标题翻译：海洋结构施工方法
公开(公告)号：JP2011220058A
公开(公告)日：2011-11-04
申请号：JP2010092763
申请日：2010-04-14
申请人： Kajima Corp , 鹿島建設株式会社
发明人： IWAMURA HIDEYO , MURAI KENJI , TAKEUCHI SATOSHI , IKEGAWA SHINYA , IKETANI TAKESHI , ICHINOMIYA TOSHIMICHI , YANAI SHUJI , KONO TETSUYA
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a marine structure capable of improving productivity and workability.SOLUTION: A construction method for a pier 1 includes: an arrangement step in which a plurality of permanent forms 13 are arranged in the area excluding a beam forming area R on a base plate 11 of a precast panel 10; and an installation step in which concrete is placed on the beam forming area R that appears between the plurality of permanent forms 13 arranged on the base plate 11 and on the plurality of permanent forms 13 themselves, which comprises a beam 6 and a slab 7 joined to a plurality of pile heads 2a. In this way, a superstructure 3 having the beam 6 and the slab 7 is formed by preparing the plurality of permanent forms 13 and the precast panel 10, by arranging the plurality of permanent forms 13 on the base plate 11 of the precast panel 10, and by placing concrete on the base plate 11, which prevents from making and assembling a burial mould in a complex shape and improves productivity and workability.
摘要翻译：要解决的问题：提供一种能够提高生产率和可加工性的海洋结构的施工方法。解决方案：墩1的施工方法包括：在预制板10的基板11上的除了梁形成区域R之外的区域中布置多个永久形式13的布置步骤; 以及安装步骤，其中将混凝土放置在出现在布置在基板11上的多个永久形式13和多个永久形式13本身之间的梁形成区域R上，其包括梁6和板7连接到多个桩头2a。以这种方式，通过准备多个永久形式13和预制板10来形成具有梁6和板坯7的上部结构3，通过将多个永久形式13布置在预制板10的基板11上，并且通过将混凝土置于基板11上，防止制造和组装复杂形状的埋地模，并提高生产率和可加工性。版权所有（C）2012，JPO＆INPIT

9. 发明专利

JP2009287356A Removing method of structure with leg 有权
标题翻译：用LEG去除结构的方法
公开(公告)号：JP2009287356A
公开(公告)日：2009-12-10
申请号：JP2008144060
申请日：2008-06-02
申请人： Kajima Corp , 鹿島建設株式会社
发明人： HATA TERUMICHI , IWAMURA HIDEYO , MATSUOKA AKIRA , AOKI SHUJI
IPC分类号： E01D24/00
摘要： PROBLEM TO BE SOLVED: To provide a removing method of a structure with legs assuring safe work in the water area where water flow or wave condition is severe.
SOLUTION: A work barge 9 is brought under a floor slab 3 of an elevating rack 1 which is the structure with the legs to be removed. The floor slab 3 is then brought into contact with a guide 17 on an upper surface 14 of a receiving base 15 placed on a supporting frame 13 installed on the work barge 9, and the work barge 9 is positioned. Then, a liftable spud 11 arranged on the work barge 9 is lowered to the bottom of the water and a vertical load is applied to the spud 11 to fix it to the bottom of the water. After that, the water is discharged from the ballast to float the work barge 9 while adjusting the spud 11 for preventing it from coming out of the water bottom, and the receiving base 15 and the floor slab 3 are brought into contact with each other. Further, after a cutting wire 31 is arranged around a leg part 5 and the leg part 5 is cut, the spud 11 is lifted and the work barge 9 is moved.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有腿部结构的去除方法，确保水流或波浪状况严重的水域中的安全工作。解决方案：工作驳船9被带到升降架1的落地板3下，升降架1是具有要移除的腿的结构。然后将地板3与放置在安装在工作驳船9上的支撑框架13上的接收基座15的上表面14上接触，并且定位工作驳船9。然后，布置在工作驳船9上的可升降的喷头11下降到水底部，并且垂直的载荷被施加到喷头11以将其固定在水的底部。之后，水从镇流器排出，使工作驳船9浮起，同时调整喷头11，防止其从水底出来，使接收基座15和地板3相互接触。此外，在切割线31围绕腿部5布置并且腿部5被切割之后，突起11被提起并且工作驳船9移动。版权所有（C）2010，JPO＆INPIT

10. 发明专利

JP2008075245A Construction method for pedestal concrete 有权
标题翻译：沥青混凝土施工方法
公开(公告)号：JP2008075245A
公开(公告)日：2008-04-03
申请号：JP2006252124
申请日：2006-09-19
申请人： Japan Bridge Engineering Center , Kajima Corp , 財団法人海洋架橋・橋梁調査会 , 鹿島建設株式会社
发明人： FUCHITA MASANOBU , YOSHIHARA TOMOYOSHI , KONDO HISAO , IWAMURA HIDEYO , SHINOHARA NOZOMI , HATA TERUMICHI , SAITO ISAO , YASUNORI MASAMICHI
IPC分类号： E02D23/02
摘要： PROBLEM TO BE SOLVED: To provide a construction method for pedestal concrete, which enables the economical construction of the pedestal concrete with a flat upper surface by considerably omitting underwater work by a diver, without the use of large-sized equipment.
SOLUTION: A pedestal concrete form 5, in which a level measuring instrument, a level adjusting jack 9, a positioning winch 7 and a truss 17 are installed, is installed on the bottom 3 of the water while the positioning winch 7 is operated. The form 5 is positioned in a height direction by the jack 9 on the basis of data of the level measuring instrument. Subsequently, the pedestal concrete 43a and the pedestal concrete 43b are sequentially injected into the form 5 from an upper end of a sleeve pipe 22 which is exposed on the water, so as to form a pedestal 44. After that, the sleeve pipe 22 and the truss 17 are removed from the pedestal 44, and a caisson 45 is installed on the pedestal 44.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种基座混凝土的施工方法，其能够通过在不使用大型设备的情况下，潜水员大大省略水下作业，从而经济地构造具有平坦的上表面的基座混凝土。解决方案：在定位绞盘7为水平面的情况下，将水平测量仪器，液位调节千斤顶9，定位绞盘7和桁架17安装在底座3上的基座混凝土结构5 操作。基于电平测量仪器的数据，通过插孔9将形式5定位在高度方向。随后，将底座混凝土43a和底座混凝土43b从暴露在水中的套筒管22的上端依次注入到模型5中，以形成基座44.之后，套管22和桁架17从基座44移除，沉箱45安装在底座44上。版权所有（C）2008，JPO＆INPIT

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