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21. 发明专利

JP4021996B2 Basic construction method using the foundation piles and the foundation pile 有权
公开(公告)号：JP4021996B2
公开(公告)日：2007-12-12
申请号：JP22046198
申请日：1998-08-04
申请人：千代田工営株式会社
发明人：勝之吉田 , 耕之吉田
IPC分类号： E02D5/44 , E02D27/14

22. 发明专利

JP2007002565A LOCAL PART SLIDE COUNTERMEASURE WORK OF EXISTING STRUCTURE 审中-公开
公开(公告)号：JP2007002565A
公开(公告)日：2007-01-11
申请号：JP2005185073
申请日：2005-06-24
申请人： KAJIMA CORP
发明人： YAMANAKA HIROYUKI , OHASHI TAKAAKI , OSAWA ICHIRO , MATSUMURA NORIAKI , TADA SHIGERU
IPC分类号： E02D17/20 , E02D27/14
摘要： PROBLEM TO BE SOLVED: To largely reduce cost by implementing a countermeasure while operating a tank without requiring to remove and transfer an existing pipe, while easily implementing a local part slide countermeasure of an existing structure such as an existing tank. SOLUTION: A required safety factor 1.1 is secured by improving a safety factor by increasing a resistance force to a slide by driving a plurality of steel bar-shaped members 3 such as a well point pipe and a reinforcement of a thick diameter at a predetermined interval in the tank radial direction in a predetermined range in the tank radial direction of the outside peripheral ground of the existing tank 1 to the local part slide surface (a circular arc slide surface) A of the existing tank (an old law tank) 1 manufactured at an old standard. The bar-shaped members 3 are arranged in an existing area of the local part slide A so as to penetrate the local part slide surface A, and also arranged in an outside area of the local part slide surface A, and the required resistance force is secured. COPYRIGHT: (C)2007,JPO&INPIT

23. 发明专利

JP3790452B2 Jacket structure 有权
公开(公告)号：JP3790452B2
公开(公告)日：2006-06-28
申请号：JP2001235735
申请日：2001-08-03
申请人：三菱重工業株式会社
发明人：明信岸 , 良藤本 , 伸介近藤
IPC分类号： E02D27/52 , E01D19/02 , E02D27/12 , E02D27/14 , E02D27/32

24. 发明专利

JP3776751B2 Jacket structure 有权
公开(公告)号：JP3776751B2
公开(公告)日：2006-05-17
申请号：JP2001172172
申请日：2001-06-07
申请人：三菱重工業株式会社
发明人：宏之亀井 , 茂坂野 , 賢紀大川 , 明信岸 , 裕之布山 , 良藤本 , 伸介近藤 , 近藤　　誠 , 恒関本
IPC分类号： E02D27/14 , E02D27/32 , E02D27/52 , E02D29/09
摘要： PROBLEM TO BE SOLVED: To improve the workability of construction work by reducing the size, weight and cost of structures as well as to enhance the earthquake resistance in the construction method for the jacket structural bodies and structures. SOLUTION: A plurality of pile guide members 13 and 14 are connected together by each connecting member 12, a hollow-shaped top end gathering portion is installed with a hollow footing 15 made of steel, an upper end portion of the pile guide member 13 is penetrated through the footing 15 and protruded upward by a predetermined length, and the bottom end portion of a bridge pier 32 forms a connectable coupling portion 33.

25. 发明专利

JP3771871B2 Steel pipe pile foundation and the steel pipe pile foundation construction methods 有权
公开(公告)号：JP3771871B2
公开(公告)日：2006-04-26
申请号：JP2002151205
申请日：2002-05-24
申请人：三菱重工業株式会社
发明人：賢紀大川 , 明信岸 , 近藤　　誠
IPC分类号： E02D5/28 , E02D27/14 , E02D27/32

26. 发明专利

JP3723134B2 Bonding method and the junction structure of the pile of the jacket structure, joining plug mounting automated device 有权
公开(公告)号：JP3723134B2
公开(公告)日：2005-12-07
申请号：JP2002009205
申请日：2002-01-17
申请人：三菱重工業株式会社
发明人：宏之亀井 , 一彦山下 , 良藤本 , 近藤　　誠
IPC分类号： E02D27/14 , E01D19/02 , E02D27/32 , E02D27/52

27. 发明专利

JP2005330718A Construction method of underwater foundation 有权
标题翻译：水下基础施工方法
公开(公告)号：JP2005330718A
公开(公告)日：2005-12-02
申请号：JP2004150289
申请日：2004-05-20
申请人： Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： MAEDA KAZUNARI
IPC分类号： E02D23/00 , E02D23/02 , E02D27/14 , E02D27/20
摘要： PROBLEM TO BE SOLVED: To provide a method for constructing an underwater foundation of high quality by a simple method without needing large-scale facilities.
SOLUTION: In the construction method of the underwater foundation, a caisson 1 with through holes 2 provided in a bottom face to allow foundation piles 10 to pass through is submerged onto the water bottom ground 9, and the foundation piles 10 are driven through the through holes 2. Each pile head 11 is provided with a latching body 12 for preventing floating, to fix the casing 1, and then water in the caisson 1 is drained to place concrete 15 inside.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种通过简单的方法构建高质量的水下基础的方法，而不需要大型设施。解决方案：在水下基础的施工方法中，将设置在底面的底面2，使基础桩10通过的沉孔1浸没在水底面9上，并将基础桩10驱动通过通孔2.每个桩头11设置有用于防止浮起的固定体12，固定壳体1，然后排出沉箱1中的水以将混凝土15放置在内部。版权所有（C）2006，JPO＆NCIPI

28. 发明专利

JP2005325514A Banking stabilizing construction method on soft ground 有权
标题翻译：软土地基施工稳定施工方法
公开(公告)号：JP2005325514A
公开(公告)日：2005-11-24
申请号：JP2004141916
申请日：2004-05-12
申请人： Kankyo Hozen Consul:Kk , 有限会社環境保全コンサル
发明人： KUDO NOBORU
IPC分类号： E02D3/02 , E02D27/14
摘要： PROBLEM TO BE SOLVED: To provide an improved banking stabilizing construction method capable of maintaining stability as the whole banking area, even if the ground is liquefied in an earthquake due to being the soft ground, while preventing the floating and overturning of a pile head part.
SOLUTION: A large number of piles 1 are driven at a required interval in the soft ground by leaving its pile head 1a. After stretching and connecting the mutual pile heads in a net shape by a main connecting member 4 such as a rope, the pile head and the main connecting member are embedded in a liquefaction preventive layer 6 by forming the liquefaction preventive layer 6 by sediment and the crusher-run of the nonuniform grain size distribution, and banking 7 is formed on its layer.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够保持整个银行业区域的稳定性的改进的银行稳定结构方法，即使地面由于软土而在地震中液化，同时防止浮动和翻转桩头部分。解决方案：通过离开其桩头1a，在软地面中以所需的间隔驱动大量的桩1。在通过诸如绳索的主连接构件4将互相桩头拉伸和连接之后，通过用沉淀物形成液化防止层6将桩头和主连接构件嵌入液化防止层6中，并且破碎机运行的不均匀粒度分布，银行7形成在其层。版权所有（C）2006，JPO＆NCIPI

29. 发明专利

JP2005299214A Simplified foundation and assembly thereof 有权
标题翻译：简化基金会及其组合
公开(公告)号：JP2005299214A
公开(公告)日：2005-10-27
申请号：JP2004116542
申请日：2004-04-12
申请人： Mie Tlo Co Ltd , Tech Taiyo Kogyo Co Ltd , テック大洋工業株式会社 , 株式会社三重ティーエルオー
发明人： KAWAGUCHI ATSUSHI , TORIGATA KOJI
IPC分类号： A01G23/04 , E02D5/28 , E02D5/52 , E02D5/54 , E02D27/14
摘要： PROBLEM TO BE SOLVED: To provide simplified foundation and an assembly thereof, light and easily carried and installed, controlling the yield strength according to the type of a supported body, and easily recycled after removal.
SOLUTION: The aggregates 2A to D of simplified foundation are unit-type simplified foundation constructed by suitably combining and connecting the simplified foundation simple substances 1 using upper connecting plates 10A to D and lower connecting plates 11A to D according to various yield strengths required by the supported body. The tandem type simplified foundation 1A connecting two simplified foundation simple substances 1 includes: a tandem type upper connecting plate 10A and a tandem type lower connecting plate 11A. The simplified foundation simple substance 1 is composed of a drum part 6 having an upper flange 3, a back plate 4 and a lower flange 5, a cylindrical sleeve 7 obliquely connecting the upper flange 3 and the lower flange 5, and a pipe 8 buried in soil.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供简单的基础和组装，轻便且易于携带和安装，根据支撑体的类型控制屈服强度，并且在移除后容易再循环。解决方案：简化基础的骨料2A至D是通过根据各种屈服强度将上连接板10A至D和下连接板11A至D适当地组合和连接简化的基础简单物质1而构成的单元型简化基础被支持体所要求的。连接两个简化的基础简单物质1的串联型简化基座1A包括：串联式上连接板10A和串联型下连接板11A。简单的基础简单物质1由具有上凸缘3，后板4和下凸缘5的鼓部分6，倾斜地连接上凸缘3和下凸缘5的圆柱形套筒7和埋入的管8组成在土壤中版权所有（C）2006，JPO＆NCIPI

30. 发明专利

JP2004044199A Construction method for jacket structure and level adjusting apparatus 审中-公开
标题翻译：夹克结构和水平调节装置的构造方法
公开(公告)号：JP2004044199A
公开(公告)日：2004-02-12
申请号：JP2002202591
申请日：2002-07-11
申请人： Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社
发明人： SEKIMOTO HISASHI , KISHI AKINOBU , KONDO MAKOTO , KAMEI HIROYUKI
IPC分类号： E02D27/14 , E02D27/32 , E02D27/52
摘要： PROBLEM TO BE SOLVED: To simply, securely, and horizontally set a jacket structure.
SOLUTION: When setting the jacket structure on a temporary pile 5 , the jacket structure 1 is horizontally adjusted and set by using a horizontally adjusting device 10. As the horizontally adjusting device 10, when the jacket structure 1 is placed on the temporary pile 5, a spacer 11 is interposed between a trestle provided at the front end of the temporary pile 5 and the bottom of the jacket structure 1 to stably hold horizontally the whole face of the jacket structure 1.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：简单，可靠，水平地设置护套结构。解决方案：当将护套结构设置在临时桩5上时，通过使用水平调节装置10水平地调整和设置护套结构1。作为水平调节装置10，当将护套结构1放置在临时堆桩5，将间隔件11插入设置在临时桩5的前端的支架和护套结构1的底部之间，以稳定地水平保持护套结构1的整个面。（C） 2004年，日本特许厅

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