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1. 发明专利

JP2003278169A Structure for strengthening bearing power of ground of land 有权
标题翻译：加强土地承载能力的结构
公开(公告)号：JP2003278169A
公开(公告)日：2003-10-02
申请号：JP2002085127
申请日：2002-03-26
申请人： Fujita Corp , 株式会社フジタ
发明人： SASAYA TERUMASA , SAGARA MASAO , SAITO ETSURO , HATANO TOSHIHISA
IPC分类号： E02D5/54 , E02D5/80 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To rationalize construction, to secure reliability of reinforcement and to improve safety in strengthening bearing power of ground of land.
SOLUTION: A bore pile 2 is driven in a bored hole Gh drilled in a lower ground G of a caisson type pile structure 1 such as footing, a caisson or a caisson type pile. The bore pile 2 includes a bearing plate 21 buried in the bottom 11 of the caisson type pile structure 1, a steel pipe 22 extended in the bored hole Gh, the upper end of which is supported by the bearing plate 21, a metal core material inserted in the inner periphery, the lower end of which reaches the lower part of the bore hole Gh and a consolidation material 24 such as cement, grout or mortar filled from the lower part of the steel pipe 22 to the lower part of the bored hole Gh. The load of the caisson type pile structure 1 from the pile head fixing part 2a by the bearing plate is dispersed and transmitted to the ground G at the pile lower fixing part 2c of the consolidation material 24.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：合理化施工，确保加固的可靠性，提高土地承载力加强的安全性。解决方案：钻孔桩2在钻井孔Gh中钻孔，如钻井，沉箱或沉箱式桩等沉井式桩结构1的下部地面G. 钻孔桩2包括埋设在沉箱式桩结构1的底部11中的支承板21，在钻孔孔Gh中延伸的钢管22，其上端由支承板21支撑，金属芯材插入内周，其下端到达孔孔Gh的下部，以及从钢管22的下部填充到钻孔的下部的固结材料24，例如水泥，灌浆或砂浆嗯通过支承板从桩头固定部分2a将沉箱式桩结构1的载荷分散并传递到固结材料24的桩下固定部分2c处的地面G.版权所有（C）2004 ，JPO

2. 发明专利

JP2010275854A Underwater placing boat 有权
标题翻译：水下泊船
公开(公告)号：JP2010275854A
公开(公告)日：2010-12-09
申请号：JP2010162470
申请日：2010-07-20
申请人： Fujita Corp , 株式会社フジタ
发明人： NAGASE KYOICHI , KAYAHATA ATSUSHI , HATANO TOSHIHISA , GOTO MICHIO , SAKAMOTO HIROYUKI , NAKAI YASUTAKA , KISHIGUCHI TAKAFUMI , SUGI HIDEHIRO , OMORI YOSHIAKI , TOMIKI TADASHI , KIKUCHI TADASHI , NASU TSUNEO
IPC分类号： E02B3/18 , B63B35/00 , E02D15/10
CPC分类号： Y02A10/21
摘要： PROBLEM TO BE SOLVED: To place a large amount of land-fill material while suppressing water contamination to a minimum extent.
SOLUTION: An angle of oscillation of a tube 30 is adjusted, and when the lower end of a cylindrical member 54 reaches a sea bed B, the lower end of the cylindrical member 54 sinks into floating mud deposited on the sea bed B. The land-fill material is pushed ahead inside the tube 30 by a screw blade 34 in a cohesive state. The land-fill material pushed out of a lower end 3010 of the tube 30 hits a rectifying member 52, and it is directed toward the inside of the cylindrical member 54. Then the land-fill material hits the inside of the cylindrical member 54, whereby the inside of the cylindrical member 54 is filled upward from below. Further, the land-fill material with attenuated momentum (flow rate) overflows from the upper end of the cylindrical member 54 to the outside of the same, and the land-fill material with attenuated momentum (flow rate) is sequentially deposited on the sea bed B around the cylindrical member 54 in a spreading manner, so that the land-fill material may be placed.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：在最小程度上抑制水污染的同时放置大量的填土材料。解决方案：调节管30的摆动角度，并且当圆柱形构件54的下端到达海床B时，圆柱形构件54的下端沉入沉积在海床B上的浮动泥浆填料通过螺旋刀片34以内聚状态被推入管30内。从管30的下端3010推出的填土材料撞击整流构件52，并且朝向圆筒构件54的内侧。然后，填充材料撞击圆筒构件54的内部，由此筒状构件54的内部从下方向上方填充。此外，具有减弱的动量（流量）的填埋材料从圆柱形构件54的上端溢出到其外部，并且具有减弱的动量（流量）的填土材料依次沉积在海上床B以扩展方式围绕圆筒形构件54，从而可以放置填充材料。版权所有（C）2011，JPO＆INPIT

3. 发明专利

JP2011032861A Construction method for underwater placement 有权
标题翻译：水下放置施工方法
公开(公告)号：JP2011032861A
公开(公告)日：2011-02-17
申请号：JP2010213680
申请日：2010-09-24
申请人： Fujita Corp , Sanwa Kizai Co Ltd , 三和機材株式会社 , 株式会社フジタ
发明人： SUGI HIDEHIRO , OMORI YOSHIAKI , NASU TSUNEO , KAYAHATA ATSUSHI , HATANO TOSHIHISA , GOTO MICHIO , SAKAMOTO HIROYUKI , TOMIKI TADASHI , NAKAI YASUTAKA , KIKUCHI TADASHI , NAGASE KYOICHI , KAKEHASHI TAKAHARU , KOJIMA AKIO , HAMANO MAMORU , TORIKAI MITSUTOSHI , SHIGEOKA YOSHINORI
IPC分类号： E02D15/10 , B63B35/00
摘要： PROBLEM TO BE SOLVED: To secure the quality of a land reclamation material, minimize water pollution, supply the land reclamation material without problem even if a depth of water changes, and continuously place the land reclamation material.
SOLUTION: An underwater placement device 26 is disposed at the side of the hull 20 of an underwater placement ship 12. The underwater placement device 26 includes a tube body 30 which extends linearly and has a large length corresponding to the longitudinal length of the hull 20. A screw blade 34 is disposed in the tube body 30. The tube body 30 is swung by a wire 2804 so that the front end thereof comes to a position apart a predetermined distance from the bottom. The land reclamation material is supplied from a hopper 32 to the tube body 30, pressed forward in the tube body 30 by the screw blade 34 while being fitted to the tube body, and placed on the bottom. During the maintenance, the screw blade 34 and a motor 36 are slid along the extending direction of the tube body 30 by extending and retracting a hydraulic cylinder 42 to eliminate clogging or the like.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为确保填海物料的质素，尽量减少水污染，即使水深变化，填埋填埋材料也无问题，并持续放置土地开垦材料。解决方案：水下放置装置26设置在水下放置船12的船体20的侧面。水下放置装置26包括管体30，管体30线性延伸并且具有对应于纵向长度螺旋桨34设置在管体30中。管体30被线2804摆动，使得其前端到达与底部隔开预定距离的位置。土地回收材料从料斗32供给到管体30，同时通过螺旋叶片34在管体30内向前压入管体，并放置在底部。在维护期间，螺旋叶片34和马达36通过延伸和缩回液压缸42而沿管体30的延伸方向滑动以消除堵塞等。版权所有（C）2011，JPO＆INPIT

4. 发明专利

JP2007244203A Method for creating reed-community vegetation base 有权
标题翻译：创建社区植被基地的方法
公开(公告)号：JP2007244203A
公开(公告)日：2007-09-27
申请号：JP2006067707
申请日：2006-03-13
申请人： Fujita Corp , 株式会社フジタ
发明人： SHIMADA YOSHIHIKO , HATANO TOSHIHISA , ISHIYAMA YUZO , YOSHINO KOJI , TAI AKITA , TAKASHITA KENICHI
IPC分类号： A01G1/00 , A01G7/00
摘要： PROBLEM TO BE SOLVED: To provide a method for creating a reed-community vegetation base 20 enabling acceleration of growth of reeds, causing no influence on the environment and favorable for cost reduction.
SOLUTION: The method for creating a reed-community vegetation base comprises the following process: preliminarily blocking a creation area 10(A) where the vegetation base 20 is to be created, with sandbags, steel forepoles or the like; lowering a water level down to the water depth of ≤1.5 m for example, via drainage work such as pump-up operation; dredging bottom mud 16 by a conventionally well-known method to obtain dredged soil 16; adding porous ceramic soil-improving material to the dredged soil 16 to stir them to be mixed together to produce improved dredged soil 18; banking the improved dredged soil 18 on the creation area 10(A); subjecting the banked improved dredged soil 18 to rolling compaction with a heavy industrial machine such as a bulldozer to create the vegetation base 20 having a prescribed ground level and prescribed foundation hardness; putting the water level back to its original one after creation of the vegetation base 20; and planting reeds 22 on the vegetation base 20.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种创建芦苇社区植被基座20的方法，其能够加速芦苇的生长，不会对环境产生影响并有利于降低成本。解决方案：用于创建芦苇社区植被基础的方法包括以下过程：预先阻挡要生产植被基底20的创作区域10（A），沙袋，钢制前尖等; 例如通过排水工作，例如抽水作业，将水位降低到1.5米以下的水位; 通过常规公知的方法挖泥底泥16，以获得疏浚土16; 向疏浚土16添加多孔陶瓷土壤改良材料，搅拌均匀混合，形成改良的疏浚土18; 在创建区域10（A）上存储改进的疏浚土壤18; 将经过改良的疏浚土壤18对重型工业机械如推土机进行碾压，以形成具有规定地面和规定基础硬度的植被基座20; 在植被基地20建成后，将水位恢复原来的水位; 植物基地20上种植芦苇22。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2001262592A FOUNDATION OF STRUCTURE AND EXECUTION WORK METHOD THEREFOR 失效
公开(公告)号：JP2001262592A
公开(公告)日：2001-09-26
申请号：JP2000075277
申请日：2000-03-17
申请人： FUJITA CORP
发明人： HATANO TOSHIHISA , EGUCHI TAKASHI , NAKAMURA MASAHIRO , SAITO ETSURO
IPC分类号： E02D27/42 , E02D27/00 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a foundation structure having large proof strength to a load of a structure and easy in execution work. SOLUTION: This foundation is composed of a foundation material 20 integrally arranged in a lower part of a column base 10 and plural foundation piles 30 driven in the parallel direction to the column base 10 in bedrock G for joining a pile head to the foundation material 20. The foundation material 20 is composed of plural ribs 21 and a body flange 22 proviously joined to the lower part of the column base 10 and a joining member group 23 for joining the pile head of the foundation piles 30 to the body flange 22.

6. 发明专利

JP2001254368A FOUNDATION REINFORCING METHOD AND FIXTURE FOR REINFORCING PILE FOR USE THEREIN 失效
公开(公告)号：JP2001254368A
公开(公告)日：2001-09-21
申请号：JP2000069897
申请日：2000-03-14
申请人： FUJITA CORP
发明人： EGUCHI TAKASHI , HATANO TOSHIHISA , NAKAMURA MASAHIRO
IPC分类号： E02D27/12 , E02D27/48 , H02G1/02
摘要： PROBLEM TO BE SOLVED: To achieve reinforcement of an existing foundation easily and at a low cost, in order to increase a supportable load applied thereto by a ground structure such as a steel tower, and in order to increase the strength of the foundation against an earthquake, etc. SOLUTION: A required number of reinforcing piles 5 are driven from a location in proximity to a side surface 2a of a footing 2 of the foundation 1B of the steel tower to the periphery of the existing pile 3 in the ground below the footing 2. Then, a fixture 4 formed of a steel product or the like is attached to a pile head of each reinforcing pile 5, and a substrate 41 of the fixture 4 is anchored to the side surface 2a of the footing 2 by means of an anchor 45.

7. 发明专利

JP2002038484A UNDERWATER CONCRETE PLACING METHOD AND BOAT THEREFOR 失效
公开(公告)号：JP2002038484A
公开(公告)日：2002-02-06
申请号：JP2000228646
申请日：2000-07-28
申请人： FUJITA CORP , KOKUDO SOGO KENSETSU KK , KOJIMAGUMI KK , SANWA KIZAI CO LTD , FUJI KAIJI KOGYO KK
发明人： SUGI HIDEHIRO , OMORI YOSHIAKI , NASU TSUNEO , KAYAHATA ATSUSHI , HATANO TOSHIHISA , GOTO MICHIO , SAKAMOTO HIROYUKI , TOMIKI TADASHI , NAKAI YASUTAKA , KIKUCHI TADASHI , NAGASE KYOICHI , KAKEHASHI TAKAHARU , KOJIMA AKIO , HAMANO MAMORU , TORIKAI MITSUTOSHI , SHIGEOKA YOSHINORI
IPC分类号： E02D15/10 , B63B35/00
摘要： PROBLEM TO BE SOLVED: To provide an underwater concrete placing method capable of securing the quality of a landfill material and minimizing water pollution and feeding the landfill material without troubles even if the water depth varies and further, continuously placing the landfill material while transferring the boat. SOLUTION: An underwater placing device 26 is arranged at the side of the hull 20 of the underwater placing boat 12. The underwater placing device 26 is provided with a tubular body 30 having a rectilinearly long length corrsponding to the fore and aft length of the hull 20. A screw blade 34 is disposed in the tubular body 30. The tubular body 30 is rockably hung by a wire 28 so that the front end of the tubular body is set at a specified distance from the water bottom. The landfill material is supplied from a hopper into the tubular body 30 and force-fed in the tubular body 30 in a state the material is closely stuck by the screw blade 34 and placed onto the bottom of water.

8. 发明专利

JP2002266336A UNDERWATER PLACING METHOD, UNDERWATER PLACING INSTRUMENT, AND UNDERWATER PLACING SHIP 失效
公开(公告)号：JP2002266336A
公开(公告)日：2002-09-18
申请号：JP2001065949
申请日：2001-03-09
申请人： FUJITA CORP , KOKUDO SOGO KENSETSU KK , KOJIMAGUMI KK , SANWA KIZAI CO LTD , FUJI KAIJI KOGYO KK
发明人： NAGASE KYOICHI , KAYAHATA ATSUSHI , HATANO TOSHIHISA , GOTO MICHIO , SAKAMOTO HIROYUKI , NAKAI YASUTAKA , KISHIGUCHI TAKAFUMI , SUGI HIDEHIRO , OMORI YOSHIAKI , TOMIKI TADASHI , KIKUCHI TADASHI , NASU TSUNEO
IPC分类号： E02B3/18 , B63B35/00 , E02D15/10
摘要： PROBLEM TO BE SOLVED: To provide an underwater placing method which places a huge quantity of reclamation materials while minimizing water pollution, and to provide an underwater placing instrument and an underwater placing ship. SOLUTION: According to the underwater placing method, the oscillation angle of a tube body 30 is adjusted, and when a lower end of a cylindrical member 54 reaches a sea bottom B, the lower end of the cylindrical member 54 sinks in detritus deposited on the sea bottom B. The reclamation material is squeezed through the interior of the tube body 30 in a manner making close contact therewith by screw blades 34. Then, the reclamation material squeezed out of a lower end 3010 of the tube body 30, collides with a rectifying member 52, and then it is directed toward the interior of the cylindrical member 54, followed by colliding with the interior of the cylindrical member 54, whereby it is upward filled from below in the cylindrical member 54. Further, the reclamation material 54 which has been declined in momentum (flow rate) overflows an upper end of the cylindrical member 54 out of the same, and the reclamation material which has been declined in momentum (flow rate) is sequentially deposited on the sea bottom B at an upper end of the cylindrical member 54 in a spreading manner, to thereby place the reclamation material.

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