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1. 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

2. 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

3. 发明专利

JP2007032017A Pile driving method and pile driving apparatus 有权
标题翻译：驱动方法和驱动装置
公开(公告)号：JP2007032017A
公开(公告)日：2007-02-08
申请号：JP2005214476
申请日：2005-07-25
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： SHINOHARA NOZOMI , HATA TERUMICHI , SATO NOBUYUKI , OE YOJI , ODA YOSHIMICHI , NISHIHARA SUNAO
IPC分类号： E02D7/16
摘要： PROBLEM TO BE SOLVED: To provide a pile driving method for driving a pile into a subaqueous bottom in a manner improving construction accuracy and ensuring the quality of the pile, and to provide a pile driving apparatus.
SOLUTION: According to the pile driving method the pile 10 is driven into a sea bottom 90 by using a hull 2. Specifically the pile 10 is supported by a pile holder 4 arranged on the hull 2, and when the pile 10 kept in a supported state is driven into the sea bottom 90, a relative location of a leader portion 5 of the pile holder 4 with respect to the hull 2 is moved according to fluctuation of the water level, to thereby maintain the constant location of the pile 10. Therefore the hull 2 need not be moved according to the fluctuation of the water level, which enables holding of the pile 10 at a correct driving location, to thereby improve the pile driving accuracy.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种以提高施工精度和确保堆的质量的方式将桩驱动到水下底部的打桩驱动方法，以及提供打桩装置。解决方案：根据打桩方法，桩10通过使用船体2被驱动到海底90中。具体地，桩10由布置在船体2上的桩保持器4支撑，并且当桩10保持在支撑状态被驱动进入海底90时，桩保持器4的引导部5相对于船体2的相对位置根据水位的波动而移动，从而保持桩的恒定位置因此，船体2不需要根据水位的波动来移动，从而能够将桩10保持在正确的驾驶位置，从而提高打桩精度。版权所有（C）2007，JPO＆INPIT

4. 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

5. 发明专利

JP2007077588A Water area structure, and method of constructing water area structure 有权
标题翻译：水域结构和水域结构构造方法
公开(公告)号：JP2007077588A
公开(公告)日：2007-03-29
申请号：JP2005263321
申请日：2005-09-12
申请人： Kajima Corp , 鹿島建設株式会社
发明人： IKETANI TAKESHI , NIIHARA YUJI , INAGAKI SATOSHI , KONDO HISAO , IWAMURA HIDEYO , SHINOHARA NOZOMI , TAKEUCHI SATOSHI , TAKAHASHI SHINOBU
IPC分类号： E02B3/06 , E02B3/12
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide a water area structure which includes a steel pipe sheet pile well as a foundation, has imparted thereto characteristics of low uprush height, low overtopping wave amount, low reflection, etc. exhibits high quality, and can be constructed in a dry construction method, and to provide a method of constructing the same.
SOLUTION: According to the method of constructing the water area structure, a steel pipe sheet pile (front side) 3, a steel pipe sheet pile (rear side) 5, and steel pipe sheet piles (partition wall) 51 are driven into the ground 27, then they are jointed together, and a lower floor slab 9 (top slab concrete) is poured in the well to set timbering 53, followed by dewatering the interior of the well to dry up the same. Subsequently a wave dissipating structure (slit column bodies 11, breakwater walls 13, upper floor slabs 15, etc.) is constructed, and removal of the timbering 53, underwater cutting of the steel pipe sheet pile (front side) 3 are carried out, to thereby achieve foot protection. By carrying out the above steps, the water area structure 1 is constructed.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种以钢管桩桩为基础的水面结构，赋予了低起升高度，低俯仰波量，低反射等特点，表现出高质量，可以以干式施工方法构造，并提供构造该方法的方法。解决方案：根据构造水域结构的方法，驱动钢管桩桩（前侧）3，钢管桩桩（后侧）5和钢管桩桩（隔墙）51 然后将它们接合在一起，并将较低层的板坯9（顶板混凝土）倒入井中以设置木材53，然后使井的内部脱水以使其干燥。随后，构成波浪散布结构（狭缝柱体11，防波堤壁13，上层板15等），并进行木管53的移除，钢管桩桩（前侧）3的水下切割，从而实现足部保护。通过进行上述步骤，构成了水面结构1。版权所有（C）2007，JPO＆INPIT

6. 发明专利

JP2962690B2 Rock excavation method to utilize the installed guide pole to offshore platforms 失效
公开(公告)号：JP2962690B2
公开(公告)日：1999-10-12
申请号：JP5890597
申请日：1997-03-13
申请人：鹿島建設株式会社
发明人： SHINOHARA NOZOMI
IPC分类号： E02B17/00 , E01D19/02 , E02D27/32

7. 发明专利

JP2001220710A FLOATING TYPE BRIDGE 失效
公开(公告)号：JP2001220710A
公开(公告)日：2001-08-17
申请号：JP2000035643
申请日：2000-02-08
申请人： KAJIMA CORP
发明人： SHINOHARA NOZOMI
IPC分类号： E01D15/14 , E01D2/00
摘要： PROBLEM TO BE SOLVED: To provide a floating type bridge capable of holding a bridge girder in a fixed position without any influence of water level fluctuation in a bridge installation place and moving load on the bridge. SOLUTION: A bridge girder lifting hydraulic cylinder 3 and a buoyancy body supporting hydraulic cylinder 5 are connected to each other by both cylinder connecting hydraulic pipes 7a, 7b. Even if the position of a buoyancy body 9 is fluctuated due to variation in height of the water level 25, the bridge girder 2 is held in a fixed position.

8. 发明专利

JP2001152467A METHOD FOR SUBMERGING SUBMERGED CAISSON 失效
公开(公告)号：JP2001152467A
公开(公告)日：2001-06-05
申请号：JP33396299
申请日：1999-11-25
申请人： KAJIMA CORP
发明人： YOSHINO YUICHI , SHINOHARA NOZOMI
IPC分类号： E02D29/073
摘要： PROBLEM TO BE SOLVED: To provide a method for submerging a submerged caisson capable of eliminating diving work in submerging the submerged caisson and easily submerging the submerged caisson even in a fast-flowing and deep-water place and the like. SOLUTION: A trench 18 is formed by dredging, a submerged caisson 1 having a bottom bearing body 9, a moving sled 4 and an underwater jack 3 is moved to a position of the trench 18 by a submerging mother ship 12, the submerged caisson 1 is made to sink to the bottom, the bottom bearing body 9 is separated by operation from the mother ship 12, the caisson 1 is slid on the bottom bearing body 9 via the moving sled 4 to brig it into contact with an existing submerged caisson A, and a plurality of submerged caissons are connected to each other by a work from the existing caisson A.

9. 发明专利

JPH10330098A REACTIVE FORCE RECEIVING DEVICE FOR HEAVY WEIGHT MOVING JACK 失效
公开(公告)号：JPH10330098A
公开(公告)日：1998-12-15
申请号：JP14498497
申请日：1997-06-03
申请人： KAJIMA CORP
发明人： SHINOHARA NOZOMI
IPC分类号： B66F19/00
摘要： PROBLEM TO BE SOLVED: To provide a reactive force receiving device for a heavy weight moving jack, which can automatically take the reactive force and release without using a human force and which can save labor in executing works to a great extent. SOLUTION: A reactive force receiving device for a heavy weight moving jack has a reactive force receiving frame 4 mounted removably by a clamp device 3 to a reactive force receiving shape steel K having a specified length, and the frame 4 is furnished with a surface in the form of arc subjected to a serration process, wherein the arc-shaped surface is engaged by a flange surface F on the shape steel K, and a reactive force receiving metal piece 6 to generate disengagement is borne 7 by a shaft and coupled 8 with a jack J for movement of heavy object. When a thrust force is applied to this jack J, the arc-shaped surface with serration of the metal piece 6 is automatically engaged by the flange surface F of the shape steel K so as to take the reactive force, and when the heavy object is moved and the jack J is shrunk, disengagement is made automatically and the reactive force receiving device 1 is drawn nearer.

10. 发明专利

JPS6458709A CONSTRUCTION WORK OF WATER OUTLET OF EXISTING CONCRETE DAM 失效
公开(公告)号：JPS6458709A
公开(公告)日：1989-03-06
申请号：JP21551587
申请日：1987-08-31
申请人： KAJIMA CORP
发明人： SHINOHARA NOZOMI , YOSHINO YUICHI
IPC分类号： E02B3/00 , B63C11/44 , E02B7/00
摘要： PURPOSE:To shorten the period of construction by a method in which a bulk head for water stopping is pressingly contacted with a dam and on the basis of the bulk head an outlet is newly constructed. CONSTITUTION:A given position on the upstream side of a dam A for which a water outlet is newly constructed is cleaned, and a shell 1 having an opening 4 with a water-stop packing 5 on its one side and a coffering flange 9 on its upside is hung down. The opening 4 is primarily contacted in a pressing manner, water in the inside is discharged, the opening 4 is secondarily contacted likewise, and a shaft 33 is connected to the flange 9. Water in the shaft 33 is discharged and the flange 9 is removed. The water outlet B is formed by excavation and provided with an outlet gate 36, and the shaft 33 and the shell 1 are removed. A gate-opening and closing device is then attached to the gate 36. Since the needs for temporarily setting water-stop sheet piles as in the conventional case can be eliminated, the construction period can be shortened.

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