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1. 发明专利

JP2007239233A Tidal wave countermeasure structure 有权
标题翻译： TIDAL WAVE COUNTER MEASURE结构
公开(公告)号：JP2007239233A
公开(公告)日：2007-09-20
申请号：JP2006060395
申请日：2006-03-07
申请人： Kajima Corp , 鹿島建設株式会社
发明人： AKIYAMA SHINGO , IKETANI TAKESHI , KONDO HISAO , IWAMURA HIDEYO , TAKEUCHI SATOSHI , SHINOHARA NOZOMI , NAGATOMI MASASHI , SAITO ISAO , ASAKURA RYOSUKE
IPC分类号： E02B3/06
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide a tidal wave countermeasure structure easy of maintenance and quickly operable when tidal waves come, without regularly restricting the movement of people.
SOLUTION: The tidal wave countermeasure structure 1 is provided on a sand beach 3, and it has a breakwater 5. Pits 11a as vertical holes are provided inside the breakwater 5. Moving columnar bodies 27a are movably provided in the pits 11a. Siphons 9 are connected to the pits 11a, and tubular flow paths 7 are provided in the siphons 9. The flow paths 7 pass through the sand beach 3 and their ends are exposed as water intakes 8 to the inside of sea 21. When tidal waves come and a water level near the water intakes 8 exceeds a siphon height 33, sea water flows into the siphons 9 and flows into the pits 11a. The moving columnar bodies 27a move toward A2 while receiving the buoyancy of sea water, and then they are exposed to the outside of the breakwater 5 to decay the energy of the tidal waves.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供易于维护的潮汐波对策结构，并且当潮汐来临时可以快速操作，而不经常限制人的行动。解决方案：潮汐对策结构1设置在沙滩3上，具有防波堤5.防波堤5内设有作为垂直孔的凹坑11a。移动的柱状体27a可移动地设置在凹坑11a中。虹吸管9连接到凹坑11a，并且在虹吸管9中设置有管状流动路径7.流动路径7穿过沙滩3，并且它们的端部作为进水口8暴露于海洋21的内部。当潮汐波进水口8附近的水位超过虹吸高度33，海水流入虹吸管9并流入凹坑11a。移动的柱状体27a在接收海水的浮力的同时向A2移动，然后暴露于防波堤5的外部，以衰减潮汐的能量。版权所有（C）2007，JPO＆INPIT

2. 发明专利

JPH0470408A GROUNDING TYPE MARINE STRUCTURE 失效
公开(公告)号：JPH0470408A
公开(公告)日：1992-03-05
申请号：JP18318190
申请日：1990-07-11
申请人： KAJIMA CORP
发明人： IKETANI TAKESHI , IMAI KANJI , NAGATOMI MASASHI
IPC分类号： E02B17/00 , E02D23/02
摘要： PURPOSE:To minimize sliding of a marine structure by providing a corrugated groove from the outer periphery of a bottom surface toward its central part excluding the central part in the bottom surface in accordance with the shape of the marine structure to keep balance to horizontal external force. CONSTITUTION:A grounding type marine structure 1 is formed with a corrugated shape 4 provided on its bottom surface. Besides, the corrugated shape 4 is determined in accordance with the shape of the structure 1, and if it is cylindrical, corrugation is formed in a concentric circle form from the outer periphery of a bottom surface toward its center, and the central part is a flat surface part 6 without the corrugated shape 4. Moreover, pitch or height of the corrugated shape 4 is selected as necessary to adjust sliding resistance force. Next, the structure is towed to be sunk into a seabed site. Thus, it is possible to minimize slipping into the ground, inclination of the structure 1 itself, and rotation force if sliding is caused due to wave force, thus making installation work into the seabed easy.

3. 发明专利

JPH038913A FLOATING WAVE DISSIPATION LEVEE 失效
公开(公告)号：JPH038913A
公开(公告)日：1991-01-16
申请号：JP14233489
申请日：1989-06-05
申请人： KAJIMA CORP
发明人： TAKAYAMA KANEHIRO , FUJITA RYOICHI , SHIKI AKIRA , TOHO YOSHIHIKO , NAGATOMI MASASHI
IPC分类号： E02B3/06
摘要： PURPOSE:To make it possible to obtain high wave dissipation rate, to simplify execution and to reduce costs by providing wave dissipation inclined plates or two wave dissipation inclined plates stretching a net between the inclined plates to buoyant bodies tightened and moored to the foundation of the bottom of the sea. CONSTITUTION:Buoyant bodies 4 tightened and moored to the foundation 9 of the bottom of the sea with mooring ropes 10 are placed under the sea, and wave dissipation inclined plates 8 are provided on the buoyant bodies 4 at an interval. The wave breakage on slopes of the inclined plates 8 is made by a tight moor, and the wave dissipation is made by the obstruction of vertical direction water particle movement, so that the stability can be maintained. A steel pipe buoyant frame 11 tightened and moored thereto in the same way is placed under the sea, and a submerged inclined plate 13 and a semi-submerged inclined plate 14 are provided at an interval between steel pipe ports 12 rising to the buoyant frame 11, and a multi-layer wave current deepergizing net 15 is stretched between both inclined plates 13 and 14. The wave dissipation is made and, at the same time, the force of wave current is gradually reduced by the net 15.

4. 发明专利

JP2014114552A Fixing method for shear reinforcement member 有权
标题翻译：剪切加固件固定方法
公开(公告)号：JP2014114552A
公开(公告)日：2014-06-26
申请号：JP2012267263
申请日：2012-12-06
申请人： Kajima Corp , 鹿島建設株式会社 , Kajima Renovate Kk , カジマ・リノベイト株式会社
发明人： YAMANOBE SHINICHI , NAGATOMI MASASHI , UEDA MASAAKI , TOYODA KANAME
IPC分类号： E04G23/02 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To provide a fixing method for a shear reinforcement member that can suppress a decrease in quality by reducing the outflow of grout from a shear reinforcement member insertion hole in upward construction.SOLUTION: An upward shear reinforcement member insertion hole 2 is bored in a concrete structure 1, and a grout storage tank 9 is installed outside an opening part of the insertion hole 2. A funnel-shaped container 15 is connected to the storage tank 9 through a filling hose 11. A grout material is supplied from the funnel-shaped container 15 to fill the storage tank 9 and insertion hole 2 with the grout material. A liquid level in the funnel-shaped container 15 is set to be above a top end 2a of the shear reinforcement member insertion hole 2 to generate a head difference between the grout material storage tank 9 and the funnel-shaped container 15. A rubber plate 10 prevents the grout material from flowing out from a through hole 9f of a bottom plate of the storage tank 9. A shear reinforcement member 3 is inserted into the through hole 9f and arranged in the shear reinforcement member insertion hole 2 to be fixed by hardening the grout material.
摘要翻译：要解决的问题：提供一种剪切加强构件的固定方法，其可以通过减小在向上构造中的剪切加强构件插入孔的浆料流出来抑制质量下降。解决方案：向上剪切加强构件插入孔2 在混凝土结构1中钻孔，并且将灌浆储存罐9安装在插入孔2的开口部的外侧。漏斗状容器15通过填充软管11与储罐9连接。漏斗状容器15，用灌浆材料填充储罐9和插入孔2。漏斗状容器15内的液面被设定在剪切加强构件插入孔2的上端部2a的上方，从而在灌浆材料储罐9和漏斗状容器15之间产生头部差。橡胶板 10防止了灌浆材料从储罐9的底板的通孔9f流出。剪切加强构件3插入到通孔9f中，并布置在剪切加强构件插入孔2中，以通过硬化固定灌浆材料。

5. 发明专利

JP2012241332A Method for fixing shear reinforcement component 有权
标题翻译：固定加固组件的方法
公开(公告)号：JP2012241332A
公开(公告)日：2012-12-10
申请号：JP2011109502
申请日：2011-05-16
申请人： Kajima Corp , 鹿島建設株式会社 , Kajima Renovate Kk , カジマ・リノベイト株式会社
发明人： YAMANOBE SHINICHI , NAGATOMI MASASHI , UEDA MASAAKI , SANUKI TAKESHI
IPC分类号： E04G23/02 , E04B1/41
摘要： PROBLEM TO BE SOLVED: To provide a method for fixing a shear reinforcement component, which allows a shear reinforcement component to be sufficiently fixed to a structure with a shear reinforcement component insertion hole properly filled with grout material, without requirement for a large-sized device or a large amount of grout material.SOLUTION: A shear reinforcement component insertion hole 2 is bored in a concrete structure 1. A grout material storage tank 4 is disposed outside the opening of the shear reinforcement component insertion hole 2. The shear reinforcement component insertion hole 2 is filled with grout material having flowability. On this occasion, the grout material is stored in the grout material storage tank 4. The outflow of the grout material from a notch part 42 formed on an opposed face 41 of the grout material storage tank 4 is prevented by a rubber plate 43. A shear reinforcement component 3 is then inserted in the shear reinforcement component insertion hole 2 from outside of the notch part 42. The grout in the shear reinforcement component insertion hole 2 is cured so that the shear reinforcement component 3 is fixed to the shear reinforcement component insertion hole 2.
摘要翻译：要解决的问题：提供一种固定剪切增强部件的方法，其能够将剪切增强部件充分地固定到具有适当地填充有浆料的剪切增强部件插入孔的结构，而不需要大的尺寸的装置或大量的灌浆材料。解决方案：在混凝土结构1中钻出剪切增强部件插入孔2.将浆料储存罐4设置在剪切增强部件插入孔2的开口的外侧。剪切增强部件插入孔2填充有具有流动性的灌浆材料。在这种情况下，将浆料材料储存在灌浆材料储存罐4中。通过橡胶板43防止了浆料材料从形成在灌浆材料储存罐4的相对面41上的切口部分42的流出。然后将剪切增强部件3从切口部分42的外部插入剪切增强部件插入孔2.剪切增强部件插入孔2中的灌浆被固化，使得剪切增强部件3固定到剪切增强部件插入件孔（C）版权所有（C）2013，JPO＆INPIT

6. 发明专利

JP2003206845A WAVE FORCE ENERGY CONVERTER 审中-公开
公开(公告)号：JP2003206845A
公开(公告)日：2003-07-25
申请号：JP2002005789
申请日：2002-01-15
申请人： KAJIMA CORP
发明人： NAKAGOME KUNIYOSHI , IKETANI TAKESHI , NAGATOMI MASASHI
IPC分类号： F03B13/14
摘要： PROBLEM TO BE SOLVED: To provide a wave force energy converter having a simple and efficient conversion mechanism and the function of considerably mitigating the wave force in abnormal waves, and reducing the life cycle cost until the transfer or withdrawal of the converter. SOLUTION: A floating type pressure-bearing plate 3 having a hollow float 7 movable in the vertical direction is disposed on a guide frame 11. The float 7 is moved in the vertical direction according to the wave condition, water is poured in the float 7, and the wave force on the floating type pressure-bearing plate 3 is adjusted. The guide frame 11 easily performs the transfer or withdrawal by a crane or the like via a suspension tool 5 provided on an upper end thereof. The floating type pressure-bearing plate 3 performs the oscillating motion with a passive shaft 17 as the axis, and the passive shaft 17 performs the reciprocal rotational motion. A revolving double ratchet mechanism 15 transmits the reciprocal rotational motion of the passive shaft 17 to a power- generating shaft 19 as the rotational motion in one direction. COPYRIGHT: (C)2003,JPO

7. 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。

8. 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。

9. 发明专利

JP2000204529A LOW TOP-END TYPE CAISSON WAVE-ABSORBING STRUCTURE 失效
公开(公告)号：JP2000204529A
公开(公告)日：2000-07-25
申请号：JP384999
申请日：1999-01-11
申请人： KAJIMA CORP , HOKUDEN KOGYO CO LTD
发明人： FUJITA RYOICHI , NAGATOMI MASASHI , KINOSHITA ISAO , IWAMURA HIDEYO , IWASE KOJI , URUSHIYAMA HITOSHI , YUASA KENJI , NOTOYA ISATO
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To reduce cost by greatly reducing the quantities of concrete in wave dissipating works and a caisson upper section, and to obtain required wave- overtopping performance by the simple structure of a low top end without forming complicated structure such as slit structure in a caisson revetment or the like. SOLUTION: In a wave-dissipating concrete block covering hybrid type composed of a caisson 1 and wave dissipating works 2, an offing-side parapet 3, a retarding basin 4 and a land-side parapet 5 are installed successively to the upper section of the caisson 1 from the offing side, and the top-end height of the wave dissipating works 2 and the offing-side parapet 3 is set in height, in which waves can be driven into the retarding basin 4 in case of high waves. A caisson revetment or the like is formed in a low top-end, and driving-in waves (b) are captured and deenergized in the retarding basin 4 and an excellent wave-overtopping reduction effect is obtained.

10. 发明专利

JPH04221112A WAVE ENVIRONMENT CONTROL STRUCTURE BY MEANS OF ARTIFICIAL ISLAND 失效
公开(公告)号：JPH04221112A
公开(公告)日：1992-08-11
申请号：JP41242790
申请日：1990-12-19
申请人： KAJIMA CORP
发明人： IMAI TAKACHIKA , KOIKE TSUKASA , NAGATOMI MASASHI
IPC分类号： E02B3/06
摘要： PURPOSE:To improve calmness in an area behind an artificial island by arranging artificial islands at suitable intervals in the offing, attenuating the wave energy coming in through the intervals between the artificial islands into these intervals while the wave is dispersed at an outlet area by means of forming a calm area behind the artificial islands. CONSTITUTION:Artificial islands 1 are arranged in the offing leaving intervals 3. Each seabed between the artificial islands 1 is formed symmetrically in straight slopes 5 gradually climbing from center portion toward the artificial islands 1. A flat area 6 is then provided in the central portion of the seabed. A wave vanishing structure 11 is added onto the side of each artificial island 1. Thus the calmness in an area behind each island 1 can be improved flatly as a result of dispersing the wave at an outlet area as well as the wave energy coming in through the intervals between the artificial islands 1 can be attenuated.

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