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1. 发明专利

JP2004116194A Method for constructing bank body 审中-公开
标题翻译：构建银行体的方法
公开(公告)号：JP2004116194A
公开(公告)日：2004-04-15
申请号：JP2002282923
申请日：2002-09-27
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： MORITA TOMOSHI , YAMAGUCHI TAKAHIRO , TANABE DAIJIRO
IPC分类号： E02B3/06 , E02B3/14
摘要： PROBLEM TO BE SOLVED: To provide a method for constructing a bank body, in which a large-scale manufacture/transport facility is made unnecessary and which also has the same stability as a caisson type structurally.
SOLUTION: A sea-bottom ground 1 is excavated to form a foundation ground 2, and a plurality of panels 11, which are manufactured on a land and in which a shape has the sectional shape of a sea bank 10 and projecting sections 11a and recessed sections 11b for a shear connection are formed to each plane section, are arranged and disposed upright on the foundation ground 2 successively and a panel laminate 12 is formed, thus constructing the sea bank 10.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种构造不需要大规模制造/运输设备并且也具有与沉箱式结构相同的稳定性的堤岸体的构造方法。解决方案：挖掘海底地面1以形成基础地面2和多个面板11，其在陆地上制造并且其形状具有海堤10的截面形状和突出部分 11a和用于剪切连接的凹部11b形成在每个平面部分上，依次布置和直立放置在基础地面2上，并且形成面板层压体12，从而构成海堤10.版权所有（C） 2004年，日本特许厅

2. 发明专利

JP2002138440A CONSTRUCTION METHOD FOR STRUCTURE MADE OF CONCRETE BLOCK 失效
公开(公告)号：JP2002138440A
公开(公告)日：2002-05-14
申请号：JP2000331357
申请日：2000-10-30
申请人： KUMAGAI GUMI CO LTD
发明人： MORITA TOMOSHI , YAMAGUCHI TAKAHIRO , TATSU HIROFUMI , YASUKAWA MASAO
IPC分类号： E02B3/14
摘要： PROBLEM TO BE SOLVED: To improve the stability and workability of a structure when stacking concrete blocks produced on land and building a harbor or an ocean structure. SOLUTION: In a construction method for a structure by using concrete blocks for forming a levee body or the like by stacking a plurality of concrete blocks 11, 12, 13, 14, etc., produced on land at the top of a foundation ground 1 at the bottom of the sea, these concrete blocks 11, 12, 13, 14, etc., are formed as a solid structure and several different kinds of cross sections are used and vertical joints 20, 20, etc., for the concrete blocks 11, 12, 13, 14, etc., are mutually shifted in right left direction and the horizontal joints 21, 21, etc., sequentially stacked to a stair shape to make them discontinuous in the horizontal direction thereby forming a structure 10.

3. 发明专利

JP2001261419A UNDERWATER INSEPARABLE CONCRETE 失效
公开(公告)号：JP2001261419A
公开(公告)日：2001-09-26
申请号：JP2000084938
申请日：2000-03-24
申请人： KUMAGAI GUMI CO LTD
发明人： YAMAGUCHI TAKAHIRO , FURUKAWA ATSUSHI , YOKOTA KIYOTSUYO , WATABE SATOSHI , HAYASHI JUNZO , NITTA YOSHINORI
IPC分类号： C04B24/26 , C04B24/38 , C04B28/04 , C04B103/32 , C04B103/44 , C04B111/74
摘要： PROBLEM TO BE SOLVED: To provide an underwater inseparable concrete capable of being applied to a structural member and having high fluidity and high strength. SOLUTION: A high performance AE water reducing agent, consisting essentially of a polycarboxylic acid based compound is preferable, particularly a polycarboxylic acid ether based agent consisting essentially of a combined body of a highly modified polyol, an oriented, a cross linked polyol, or the like, with the polycarboxylic acid ether is preferably used. As a water soluble cellulose ester, which is a main component of a combined thickener to be blended, an alkyl cellulose, a hydroxyalkyl cellulose or a hydroxyalkyl alkyl cellulose is preferably used.

4. 发明专利

JPH0752867A MOORING METHOD USING WEIGHT FOR VESSEL AND THE LIKE 失效
公开(公告)号：JPH0752867A
公开(公告)日：1995-02-28
申请号：JP20661793
申请日：1993-08-20
申请人： KUMAGAI GUMI CO LTD , OHBAYASHI CORP , TOBISHIMA CONSTRUCT CO LTD , TODA CONSTRUCTION , PENTA OCEAN CONSTRUCTION
发明人： YAMAZAKI AKIRA , MASUOKA SUMIJI , KUSABA HIROMICHI , YAMAGUCHI TAKAHIRO , TOKAJI AKIRA , SAITO MAKOTO , OCHI EIJI , SHIIYA YUZURU
IPC分类号： B63B21/00 , B63B21/04
摘要： PURPOSE:To push a moored vessel to a quay wall at all times in such a way it can be moored with no complicated adjustment required. CONSTITUTION:A member 7 changing the direction of a mooring cable 4 composed of pulleys and the like is installed onto a quay wall 2. The mooring cable 4 is stretched across a space between the member 7 and a winch 3 or a bollard 6 over a vessel 1, let the other end 4a of the mooring cable 4 be dropped down into the sea, and a weight 8 is installed at its end section, so that the vessel is thereby moored in such a way as to be pushed onto the quay wall 2 at all times.

5. 发明专利

JP2003253912A WATER-LEVEL FOLLOW-UP TYPE RISE-FALL GATE DEVICE 审中-公开
公开(公告)号：JP2003253912A
公开(公告)日：2003-09-10
申请号：JP2002055916
申请日：2002-03-01
申请人： KUMAGAI GUMI CO LTD
发明人： MORITA TOMOSHI , YAMAGUCHI TAKAHIRO , TANABE DAIJIRO
IPC分类号： E02B7/40 , E02B7/50 , E04H9/14 , E06B5/00
摘要： PROBLEM TO BE SOLVED: To solve the problem in operational certainty or the like in a conventional water-level follow-up type rise-fall gate device. SOLUTION: The water-level follow-up type rise-fall gate device has a rise-fall gate housing ditch 1 formed on the ground side in an area having a low altitude or the ground side in the vicinity of a building entrance, a rise-fall gate 2, which is installed rotatably to the ground side through a hinge means 3 so as to follow up a water level on the rise-fall gate housing ditch 1 side and rise and fall, is rotated and erected with the elevation of the water level on the housing ditch 1 side from a fallen and lied-down state housed in the housing ditch 1 and cuts off the flow of water into the area having the low altitude or the building, and a headrace-drainage canal 5 communicating with the housing ditch 1 from a place lower than the housing ditch 1. COPYRIGHT: (C)2003,JPO

6. 发明专利

JPH11140893A MANUFACTURE AND LAUNCHING METHOD FOR SINKING BOX 失效
公开(公告)号：JPH11140893A
公开(公告)日：1999-05-25
申请号：JP31084297
申请日：1997-11-12
申请人： KUMAGAI GUMI CO LTD
发明人： MITANI KATSUAKI , TANABE DAIJIRO , YAMAGUCHI TAKAHIRO
IPC分类号： E02D23/00 , E02D29/073
摘要： PROBLEM TO BE SOLVED: To effectively and economically manufacture large boxes to be sunk and sink them in water by manufacturing the RC structure type sunk boxes with a specified length, on a semi-submerged type barge, then performing the fitting-out thereto, thereafter launching the barge for putting the boxes in water, and floating them again. SOLUTION: A semi-submerged type barge 1 equipped with a plurality of water tank chambers 1S therein and balast tanks 3, 3 on both right and left sides 1e thereof is moored to a shore wall near a site for sinking, and sunk box production equipment is installed therein. On a deck of the barge 1 sand is layed, while controlling the inclination of the barge 1 by charging water to the chambers 1S and tank 3 and discharging water therefrom, blocks 2a of RC structure type sunk boxes 2 are connected to have a length of 100 m or more toward the front part 1f and the rear part 1b. After the finished sunk boxes are applied with specified fitting-out, the production equipment of the barge 1 is removed, and the barge 1 is moved to a water region of a specified depth. Then, the tanks 3 are charged with water for bringing the barge 1 into a semi-submerged condition, and the sunk boxes 2 are moved from the front part 1f and put in water so that they are pulled to the site for sinking them. The water in the tanks 3 are then discharged to float the barge 1 on water.

7. 发明专利

JPH1136231A COMPOSITE COLUMN BASE STRUCTURE AND ITS CONSTRUCTION METHOD 失效
公开(公告)号：JPH1136231A
公开(公告)日：1999-02-09
申请号：JP19367497
申请日：1997-07-18
申请人： SUMITOMO METAL IND , KUMAGAI GUMI CO LTD
发明人： YANAGIMOTO YASUTOMO , KOBAYASHI YOICHI , ABE YUKIO , YAMAGUCHI TAKAHIRO , OMORI EIJI
IPC分类号： E01D19/02 , E04B1/16
摘要： PROBLEM TO BE SOLVED: To provide a composite column base structure excellent in integrality of an outer shell portion made of a steel panel and strength and weather resistance as the whole column base structure, easy to execute, and having high economical efficiency and to provide its construction method. SOLUTION: Outer panels 2 each provided with bolt connecting flanges 11 at both side end sections of a circular arc-shaped steel sheet 10 are connected together in the peripheral direction to assemble a unit cylindrical outer shell 1a. The unit cylindrical outer shells 1a are connected in the vertical direction by welding to form a columnar cylindrical outer shell 1, and concrete 3 is filled inside. A jack-up frame is used for jack-up, the unit cylindrical outer shells 1a are added from below in sequence to construct the cylindrical outer shell 1, and the connecting work can be made at a fixed position near the ground without using a large crane.

8. 发明专利

JP2003064654A Buoyancy structure 审中-公开
标题翻译： BUOYANCY结构
公开(公告)号：JP2003064654A
公开(公告)日：2003-03-05
申请号：JP2001252360
申请日：2001-08-23
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： MORITA TOMOSHI , YAMAGUCHI TAKAHIRO , NISHIGAKI KAZUHIRO , AIKAWA FUMIHIRO
IPC分类号： E02B17/00 , B63B35/44 , E02B3/06 , E02D29/07
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide a simple buoyancy structure which can lessen fluctuations in load, shared by a foundation structure, a tension leg, etc., due to water-level fluctuations caused by ocean waves, tidal waves. etc., and which can improve the stability of an attitude of a structure such as an upper floor slab.
SOLUTION: In this buoyancy structure, a buoyancy body 3 is provided in the foundation structure 2 which is erected on ground 1 under a sea floor; supporting columns 4, which are composed of supports having a prescribed volume, are erected on the buoyancy body 3; the upper floor slab 5, which serves as the structure constructed above a water surface, is supported on upper ends of the supporting columns 4; a ballast device 10 having an air chamber 11, which serves as an airtight chamber and whose bottom part is opened, is provided on an outer periphery of the buoyancy body 3 of the buoyancy structure; and a change in buoyancy due to the water-level fluctuations is adjusted automatically, so that the fluctuations of the load, which is shared by the foundation structure 2, the tension leg, etc., can be lessened.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种简单的浮力结构，其可以由于由海浪，潮汐引起的水位波动而减轻由基础结构，张力腿等共享的载荷波动。能够提高诸如上层楼板的结构的姿态的稳定性。解决方案：在这种浮力结构中，在基础结构2上设置浮力体3，该基础结构2竖立在海底下的地面1上; 在浮力体3上竖立着由规定体积的支架构成的支柱4，作为在水面以上构造的结构的上层板5被支撑在支柱4的上端部; 在浮力结构的浮力体3的外周设置有具有用作气密室并且其底部打开的空气室11的镇流器装置10; 并且自动调整由于水位波动引起的浮力的变化，从而可以减小基础结构2，张力腿等所共有的载荷的波动。

9. 发明专利

JP2000017669A UNDERWATER EXCAVATION CONSTRUCTION METHOD FOR CONSTRUCTING OPEN CAISSON 失效
公开(公告)号：JP2000017669A
公开(公告)日：2000-01-18
申请号：JP18653698
申请日：1998-07-01
申请人： KUMAGAI GUMI CO LTD
发明人： YAMAGUCHI TAKAHIRO , NAKAOKA FUMIO , WATANABE SHIGERU , YOSHIDA HIDENOBU , TERADA MICHIYASU
IPC分类号： E02D23/00
摘要： PROBLEM TO BE SOLVED: To provide an underwater excavation construction method for constructing an open caisson, by which the quick execution of works is carried out without deteriorating the excavation capacity of a ground at the time of the building of the open caisson in large depth and which contributes even to the reduction of cost. SOLUTION: Guide rails 12, 12 to be disposed near the lower end section of the open caisson 1 are arranged in a freely vertically movable manner along guides 10, 10 extended to upper and lower sections in the vertical direction of the internal side face of the open caisson 1. A cutter 15 for an underwater excavator 13 with a cutter installed to the guide rails 12, 12 in a freely travelling manner is formed in an extensible and rotatable manner while a ground is excavated up to specified excavation depth while monitoring a TV monitor for a remote control chamber 17, and the open caissons 1 can be penetrated successively into an excavated pit 7.

10. 发明专利

JP2003105715A BASE ISOLATOR DISPLACEMENT CORRECTING METHOD AND BASE ISOLATOR MOUNTING STRUCTURE 审中-公开
公开(公告)号：JP2003105715A
公开(公告)日：2003-04-09
申请号：JP2001301004
申请日：2001-09-28
申请人： KUMAGAI GUMI CO LTD
发明人： DOI TERUAKI , OGINO NOBUYUKI , NISHIGAKI KAZUHIRO , SATO TOMIO , TANABE DAIJIRO , YAMAGUCHI TAKAHIRO , MORITA TOMOSHI
IPC分类号： E01D1/00 , E01D19/04 , E04B1/36 , E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To easily correct the secular displacement of a base isolating member for a base isolator. SOLUTION: A lower face side of the base isolator 20 is fixed to a bridge pier 10 and an engagement mechanism consisting of an engagement plate 40A to be mounted on the upper face of a liner plate device 25 and an engagement plate 40B to be mounted on the lower face of an upper structure 30 is provided between the upper face of the liner plate 25 and the upper structure 30. The base isolator 20 and the upper structure 30 are mounted to be isolatable from each other in a vertical direction. The base isolator 20 and the upper structure 30 are isolated from each other by using a jack and the base isolating member 21 is restored into an almost upright state, and then the upper structure 30 is placed on the base isolator 20 for correcting the secular displacement of the base isolator 20.

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