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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

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。

3. 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

4. 发明专利

JP2008190200A Precast retaining wall and construction method therefor 审中-公开
标题翻译：预制墙及其施工方法
公开(公告)号：JP2008190200A
公开(公告)日：2008-08-21
申请号：JP2007025188
申请日：2007-02-05
申请人： Kajima Corp , 鹿島建設株式会社
发明人： NAGATOMI MASASHI , INAGAKI SATOSHI , IKETANI TAKESHI , HATA TERUMICHI , TAKEUCHI SATOSHI , AMANO KEIICHIRO
IPC分类号： E02B3/10
摘要： PROBLEM TO BE SOLVED: To provide a retaining wall which has a simple structure and can be increased in bulk.
SOLUTION: A precast retaining wall 1 is disposed on a bank 5, and is composed of minimum component units of a foundation precast panel 9 and a retaining wall precast panel 11 connected to the upper surface of the foundation precast panel 9. The precast retaining wall 1 also includes a bracing block 13 that is disposed to connect the foundation precast panel 9 to the retaining wall precast panel 11. A slot 17 is formed on the upper surface of the body 15 of the foundation precast panel 9, and a projection 27 is formed on an end face of the body 25 of the retaining wall precast panel 11. The projection 27 corresponds in shape to the slot 17 of the foundation precast panel 9. Hence the projection 27 of the retaining wall precast panel 11 is engaged with the slot 17 to construct the precast retaining wall 1.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供具有简单结构并可以大量增加的挡土墙。解决方案：预制挡土墙1设置在堤岸5上，由基础预制板9的最小部件单元和连接到地基预制板9的上表面的挡土墙预制板11组成。预制挡土墙1还包括支撑块13，其布置成将地基预制板9连接到挡土墙预制板11.在基座预制板9的主体15的上表面上形成有槽17，突起27形成在挡土墙预制板11的主体25的端面上。突起27的形状对应于基础预制板9的槽17。因此，挡土墙预制板11的突起27接合与槽17构造预制挡土墙1.版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2007239234A Tidal wave countermeasure structure 有权
标题翻译： TIDAL WAVE COUNTER MEASURE结构
公开(公告)号：JP2007239234A
公开(公告)日：2007-09-20
申请号：JP2006060397
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： E02B3/04 , E01D19/02
摘要： PROBLEM TO BE SOLVED: To provide a small-scale tidal wave countermeasure structure to be quickly operated when tidal waves come.
SOLUTION: Bridge piers 5a, 5b of a bridge 3 have grooved portions 7a, 7b in the vertical direction. In the grooved portions, columnar bodies 9a, 11a are provided movably toward A1, A2. Columnar bodies 13a, 13b, 13c, 13d, 13e are provided between the columnar body 9a and the columnar body 11a. Connection plates 15a, 15b are inserted through the columnar bodies 13a, 13b, 13c, 13d, 13e. The connection plates 15a, 15b are connected at both ends to the columnar bodies 9a, 11a. When tidal waves come, the columnar bodies 9a, 11a are moved toward A1 and then the connection plates 15a, 15b are moved toward A1 together with the columnar bodies 9a, 11a and settled under a water level. The columnar bodies 13a, 13b, 13c, 13d, 13e which are constrained by the connection plates 15a, 15b are moved toward A1 and settled under a water level.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供小潮潮波对策结构，以便在潮汐来临时迅速运作。桥梁3的桥墩5a，5b沿垂直方向具有开槽部分7a，7b。在凹槽部分中，圆柱体9a，11a可朝向A1，A2可移动地设置。柱状体13a，13b，13c，13d，13e设置在柱状体9a和柱状体11a之间。连接板15a，15b穿过柱状体13a，13b，13c，13d，13e插入。连接板15a，15b的两端连接到柱状体9a，11a。当潮波到来时，柱状体9a，11a向A1移动，然后连接板15a，15b与柱状体9a，11a一起向A1移动，并在水位下沉降。由连接板15a，15b约束的柱状体13a，13b，13c，13d，13e向A1移动并在水位下沉降。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

JP2017089346A 地中溝の構築方法および掘削スペーサ审中-公开
公开(公告)号：JP2017089346A
公开(公告)日：2017-05-25
申请号：JP2015224710
申请日：2015-11-17
申请人：鹿島建設株式会社 , Kajima Corp
发明人： OKAMOTO MICHITAKA , SUEYOSHI TAKANOBU , ONO SUNAO , ARIMA TAKESHI , NISHIO AKIRA , NAGATOMI MASASHI , OBARA TAKASHI , SATO KAZUNARI
IPC分类号： E02D31/08
摘要：【課題】溝幅を必要最小限とすることで、掘削土量を削減し、落下等の危険を低減し、溝掘削に伴う周辺地盤の変状リスクを低減できる地中溝の構築方法および掘削スペーサを提供する。【解決手段】一対の板状材3と、一対の板状材3の間に設けられた噴射管5と、一対の板状材3同士の間に設けられて板状材3同士の間隔を保持する支保工7とを有する掘削スペーサ1を、噴射管5からウォータージェットを高圧噴射することにより地盤の土砂を流動化させつつ、地盤に沈設する。後行して設置する掘削スペーサ1と先行して設置された掘削スペーサ1とは、ガイド継手を用いて連結される。地盤に掘削スペーサ1を沈設した後、噴射管5を用いて一対の板状材3に挟まれた部分の土砂を切削して溝部を形成するとともに、溝部に流動性充填材である泥水を充填する。【選択図】図1

9. 发明专利

JP2008231768A Earthquake-tidal wave countermeasure structure of structural body 有权
标题翻译：结构体的地震波量测结构
公开(公告)号：JP2008231768A
公开(公告)日：2008-10-02
申请号：JP2007072590
申请日：2007-03-20
申请人： Kajima Corp , 鹿島建設株式会社
发明人： INAGAKI SATOSHI , IKETANI TAKESHI , NAGATOMI MASASHI , TAKEUCHI SATOSHI , HATA TERUMICHI , YAMANOBE SHINICHI , AMANO KEIICHIRO , FUKUYAMA TAKAKO
IPC分类号： E02D27/38
摘要： PROBLEM TO BE SOLVED: To provide an earthquake-tidal wave countermeasure structure of a structural body, capable of preventing liquefaction of the ground of the structural body by an earthquake and a tidal wave, a collision with the other structural body of the structural body, a collision with the structural body of a drift object, and sloshing of liquid in the structural body.
SOLUTION: A plurality of sheet piles 5 and steel pipe sheet piles are driven in the ground 2 around a tank 3, and an end part of the steel pipe sheet piles is exposed on the ground. In an earthquake, the sheet piles 5 and the steel pipe sheet piles prevent the liquefaction of the ground. Since rigidity of the steel pipe sheet piles is larger than a steel sheet pile, vibration of a natural period of vibration of liquid in the tank 3 is reduced, and the sloshing of the liquid can be relieved. Even when the tank 3 drifts by the tidal wave, the tank contacts with a part exposed on the ground of the steel pipe sheet piles, and the movement of the tank 3 is checked. Even if the drift object flows in, since the drift object collides with the part exposed on the ground of the steel pipe sheet piles, the drift object can be prevented from colliding with the tank 3.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提供结构体的抗潮波对策结构，能够防止由于地震和潮汐而使结构体的地面液化，与其他结构体的碰撞结构体，与漂移物体的结构体的碰撞，以及液体在结构体中晃动。解决方案：多个板桩5和钢管板桩在地面2中围绕罐3被驱动，并且钢管板桩的端部暴露在地面上。在地震中，板桩5和钢管桩桩防止地面液化。由于钢管板桩的刚性大于钢板桩，因此罐3内的液体的自然振动周期的振动减轻，液体的晃动可以减轻。即使水箱3由于潮汐波动，油箱与暴露在钢管板桩的地面上的部分接触，也检查油箱3的移动。即使漂移对象流入，由于漂移物体与暴露在钢管桩桩的地面上的部分碰撞，因此可以防止漂移物体与罐体3碰撞。版权所有（C）2009， JPO＆INPIT

10. 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.

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