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1. 发明专利

JP2011038247A Method of constructing mono-pile foundation and joint pipe 有权
标题翻译：构造单桩基础和接头管的方法
公开(公告)号：JP2011038247A
公开(公告)日：2011-02-24
申请号：JP2009183530
申请日：2009-08-06
申请人： Kumagai Gumi Co Ltd , Moricho Corp , Toko Electrical Construction Co Ltd , 東光電気工事株式会社 , 株式会社森長組 , 株式会社熊谷組
发明人： NISHIGAKI KAZUHIRO , GOCHO AKIRA , YAJIMA HIDEAKI , TSUJI MASAYUKI , YOSHIDA KENJI , AOKI HIROAKI , KATAHIRA YASUNORI , TAKEMURA MASAHIKO , OKANO MASASHI , SHIMADA YOSHIAKI , OTANI FUJIO , KIDA KO , TANIGUCHI IWAO
IPC分类号： E02D27/16 , E02B17/00 , E02D13/04 , E02D27/32 , E02D27/52
摘要： PROBLEM TO BE SOLVED: To provide a method of constructing a mono-pile foundation capable of reducing a construction period and a construction cost, and also provide a joint pipe used for the method. SOLUTION: This method of constructing a mono-pile foundation includes a step of lifting guide frames 1, 9, in which a plurality of guide pillar driving spaces 4a, 4b, 4c, 4d are formed around foundation pillar driving spaces 3 formed at the centers, respectively, by respective cranes 5, 8 installed on a coastal land, and of installing the lifted guide frames at predetermined positions in a coastal region, a step of erecting and driving the guide pillars 6a, 6b, 6c, 6d in the guide pillar driving spaces 4a, 4b, 4c, 4d of the guide frames 1, 9 using the cranes 5, 8, a step of erecting and driving foundation pillars 10 in the foundation pillar driving spaces 3 of the guide frames 1, 9 using the cranes 5, 8, and a step of drawing the guide frames 1, 9 and the guide pillars 6a, 6b, 6c, 6d using the cranes 5, 8. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够减少施工周期和施工成本的单桩基础的方法，并且还提供用于该方法的连接管。解决方案：这种构造单桩基础的方法包括提升引导框架1,9的步骤，其中在形成的基础柱驱动空间3周围形成有多个引导柱驱动空间4a，4b，4c，4d 分别安装在沿海地区的相应的起重机5,8和在沿海地区的预定位置安装升降引导框架的中心处，将引导柱6a，6b，6c，6d竖立并驱动的步骤引导框架1,9的引导柱驱动空间4a，4b，4c，4d，使用起重机5,8，在引导框架1,9的基础支柱驱动空间3中竖立和驱动基础支柱10的步骤，使用起重机5,8，以及使用起重机5,8来引导引导框架1,9和引导柱6a，6b，6c，6d的步骤。版权所有（C）2011，JPO＆INPIT

2. 发明专利

JP2011149178A Guide frame and submarine prospecting method 有权
标题翻译：指导框架和海底预测方法
公开(公告)号：JP2011149178A
公开(公告)日：2011-08-04
申请号：JP2010010510
申请日：2010-01-20
申请人： Kumagai Gumi Co Ltd , Moricho Corp , Toko Electrical Construction Co Ltd , 東光電気工事株式会社 , 株式会社森長組 , 株式会社熊谷組
发明人： GOCHO AKIRA , YAJIMA HIDEAKI , TAKEMURA MASAHIKO , OKANO MASASHI , SHIMADA YOSHIAKI , TANIGUCHI IWAO
IPC分类号： E02D13/04 , E02D27/52
摘要： PROBLEM TO BE SOLVED: To provide a guide frame which enables shortening of a construction period and a reduction in construction cost and which enables uniformalization of prospecting accuracy and simplification of process management, and to provide a submarine prospecting method utilizing the guide frame.
SOLUTION: The guide frame 1 or 12 is used when a monopile foundation is constructed in a coastal region. Characteristically, the guide frame 1 or 12 is constituted by joining steel earth-retaining materials 2 in a cubic shape so that a rectangular parallelepiped-shaped foundation pile driving space 3 can be formed at its center and so that rectangular parallelepiped-shaped guide pile driving spaces 4a, 4b, 4c and 4d can be formed at the four corners of the periphery of the foundation pile driving space 3, respectively. The submarine prospecting method for prospecting a sea bottom in the coastal region for constructing the monopile foundation is characterized in that the depth or inclined state of the sea bottom is prospected by an attitude of the guide frame 1 or 12 when the guide frame 1 or 12 is placed on the sea bottom in the coastal region while being lifted with a crane 5 or 8 installed on coastal land.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够缩短施工期间和降低施工成本的导向框架，能够使勘测精度均匀化和工序管理简化，并且提供利用引导框架的潜艇探矿方法。
解决方案：在沿海地区建造单轨基础时，使用引导架1或12。引导框架1或12的特征在于，通过将立方体的钢土保持材料2接合而形成长方体形的基桩驱动空间3，使其成为长方体形的引导桩驱动空间4a，4b，4c和4d可以分别形成在基桩驱动空间3的周边的四个角处。用于勘探沿海地区海底构造单桩基础的潜艇探矿方法的特征在于，当引导架1或12引导架1或12的姿态时，海底的深度或倾斜状态被放置在沿海地区的海底，同时用沿海地带安装的起重机5或8抬起。版权所有（C）2011，JPO＆INPIT

3. 发明专利

JP2011149181A Method for constructing monopile foundation 有权
标题翻译：构建单极基金会的方法
公开(公告)号：JP2011149181A
公开(公告)日：2011-08-04
申请号：JP2010010518
申请日：2010-01-20
申请人： Kumagai Gumi Co Ltd , Toko Electrical Construction Co Ltd , 東光電気工事株式会社 , 株式会社熊谷組
发明人： GOCHO AKIRA , YAJIMA HIDEAKI , TAKEMURA MASAHIKO , OKANO MASASHI
IPC分类号： E02D7/00 , E02D7/10 , E02D13/04 , E02D27/16 , E02D27/32 , E02D27/42
摘要： PROBLEM TO BE SOLVED: To provide a method for constructing a monopile foundation, which enables shortening of a construction period and a reduction in construction cost.
SOLUTION: This method for constructing the monopile foundation includes: step of installing a guide frame 1 or 19, in which a foundation pile driving space 3 is formed, in a predetermined position in a coastal region by lifting it by means of a crane 5 or 8; a step of positioning and driving the foundation pile 16 in the foundation pile driving space 3 of the guide frame 1 or 19 by means of the crane 5 or 8; and a step of pulling out the guide frame 1 or 19 and guide piles 6a, 6b, 6c and 6d by means of the cranes 5 or 8. The method also includes a step of repeatedly excavating and agitating submarine ground within the driving range of the foundation pile 16 while horizontally moving excavation equipment 15, and of crushing an obstacle on the submarine ground, before driving the foundation pile 16.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种构建单轨基础的方法，其能够缩短施工期间和降低施工成本。解决方案：用于构造单轨基础的方法包括：通过将一个基础桩驱动空间3安装在沿海地区的预定位置的方式将一个引导框架1或19安装在其中的步骤起重机5或8; 通过起重机5或8将基础桩16定位并驱动在引导框架1或19的基础桩驱动空间3中的步骤; 以及通过起重机5或8拉出引导框架1或19以及引导桩6a，6b，6c和6d的步骤。该方法还包括在驾驶员的驾驶范围内反复挖掘和搅动潜艇地面的步骤基础桩16，水平移动挖掘设备15，并在开挖地基桩16之前破坏潜艇上的障碍物。版权所有（C）2011年，JPO＆INPIT

4. 发明专利

JP2011149183A Hanger and bracket for pile 有权
标题翻译：吊坠和支架
公开(公告)号：JP2011149183A
公开(公告)日：2011-08-04
申请号：JP2010010529
申请日：2010-01-20
申请人： Kumagai Gumi Co Ltd , Moricho Corp , 株式会社森長組 , 株式会社熊谷組
发明人： GOCHO AKIRA , YAJIMA HIDEAKI , SHIMADA YOSHIAKI , TANIGUCHI IWAO
IPC分类号： E02D7/14 , B66C1/12 , E02D5/24 , E02D7/00
摘要： PROBLEM TO BE SOLVED: To simplify a hanger detachment operation, and to enhance the safety of the operation. SOLUTION: This hanger 40 includes: two upper and lower lateral materials 41 and 42; a winch 45 which is suspended at the center of the upside lateral material 41; a hoisting wire 46 being hoisted with the winch 45; elevating wires 43, 44, 49, 50, 49' and 50' which branch off to both sides from the lower end of the hoisting wire 46 and which are suspended downward from the downside lateral material 42; elevating members 51 and 52 which are connected to lower ends of the elevating wires 43, 44, 49, 50, 49' and 50'; and guide wires 57, 58, 64 and 65 which are folded back below the elevating members 51 and 52. When the hoisting wire 46 is hoisted with the winch 45, the elevating members 51 and 52 are lifted to expand a space S which is surrounded by the elevating members 51 and 52 and lower portions of the guide wires 57, 58, 64 and 65. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了简化衣架拆卸操作，并提高操作的安全性。解决方案：该衣架40包括：两个上下侧材料41和42; 悬挂在上侧侧材料41的中心的绞盘45; 用绞盘45提升起吊线46; 升降线43,44,49,50,49'和50'，其从提升线46的下端分支到两侧并从下侧侧材42向下悬挂; 升降构件51和52，其连接到升降线43,44,49,50,49'和50'的下端; 和引导线57,58,64和65，其被折回到升降部件51和52的下方。当提升线46被绞盘45提升时，提升部件51和52被提升以扩大被包围的空间S 通过升降构件51和52以及引导线57,58,64和65的下部。版权所有：（C）2011，JPO＆INPIT

5. 发明专利

JP2011149182A Method for constructing pile foundation 有权
标题翻译：构造桩基的方法
公开(公告)号：JP2011149182A
公开(公告)日：2011-08-04
申请号：JP2010010523
申请日：2010-01-20
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： GOCHO AKIRA , YAJIMA HIDEAKI
IPC分类号： E02D27/12 , E02D27/16
摘要： PROBLEM TO BE SOLVED: To surely prevent leakage of grout, and to achieve shortening of a construction period and a reduction in construction cost.
SOLUTION: Characteristically, this method for constructing a pile foundation includes: a step of closing the lower end surface of the gap 22 between a joint pipe 17 and the foundation pile 10 by cover-fitting the joint pipe 17, provided with packing 21 along an inner periphery of a lower end, into the upper end of the driven foundation pile 10 and bringing the packing 21 into contact with an outer surface of the foundation pile 10; a step of infilling the grout at a first layer portion 29 above the packing 21 of the gap 22; and a step of infilling the grout for a second layer portion above the grout for the first layer portion 29 after the solidification of the grout at the first layer portion 29.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：确保防止水泥浆渗漏，缩短施工期，降低施工成本。解决方案：特征在于，该桩基础的构成方法包括：通过盖接合接头管17将接头管17与基础桩10之间的间隙22的下端面封闭， 21沿着下端的内周进入被驱动基础桩10的上端，并使填料21与基础桩10的外表面接触; 在间隙22的填料21上方的第一层部分29处填充水泥浆的步骤; 以及在第一层部分29的浆料凝固之后，将用于第一层部分29的浆料上方的第二层部分的浆料填充的步骤。（C）2011，JPO和INPIT

6. 发明专利

JPH11257554A SEAM STRUCTURE OF ANTI-CORROSION COATING AND JOINT MEMBER 失效
公开(公告)号：JPH11257554A
公开(公告)日：1999-09-21
申请号：JP7308598
申请日：1998-03-09
申请人： KUMAGAI GUMI CO LTD
发明人： GOCHO AKIRA , SAITO NOBORU , IWAI TAKAYUKI , MATSUDA SATOSHI
IPC分类号： E03F7/00 , F16L13/10
摘要： PROBLEM TO BE SOLVED: To provide a seam structure for connecting an anti-corrosion coating formed out of a non-polarized thermoplastic resin to a corrosion protective coating formed out of different material air-tightly and liquid-tightly, and provide a joint member suitable to this structure. SOLUTION: In regard to a seam structure 18 for a first anti-corrosion coating 14 formed out of a non-polarized thermoplastic resin and a second anti- corrosion coating 16 formed out of material different from that of the first anti-corrosion coating, a joint member 24 joining both the first and second anti-corrosion coatings with each other is included. The joint member 24 is formed out of a main body 26 made of material same in quality with that of the first anti-corrosion coating 14, and of cloth 28 fixed to the main body 26, and the first anti-corrosion coating 14 is fused to the main body 26 of the joint member 24, and the second anti-corrosion coating 16 is bonded to the cloth 28 of the joint member 24.

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