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    • 21. 发明专利
    • CONCRETE STRUCTURE
    • JPH116125A
    • 1999-01-12
    • JP16265097
    • 1997-06-19
    • MITSUBISHI HEAVY IND LTD
    • SEKIMOTO HISASHIIWAMOTO YOICHIKONDO MAKOTOSHIMADA RIICHI
    • E02B3/06E02D23/00E04B1/30
    • PROBLEM TO BE SOLVED: To improve a concrete structure, by connecting the main reinforcements of the lower part of a reinforced concrete part and the steel plates at the upper part of a steel plate-concrete part with confining reinforcements to form a joint. SOLUTION: A steel plate 11 with erected studs is vertically installed from the upper part of the joint 15 of the inside 10b as the land side to a steel plate-concrete structure 14 on constructing a caisson side wall or instance, and it is reinforced by horizontal distributing bars 9. Then, sea side main reinforcements 8 are vertically erected in a reinforced concrete structure 13 and the lower part of the main reinforcements 8b of the inside 10b and the steel plates 11 of the upper part of the structure 14 are arranged to lap over and connected without decrease of the strength. Then, U-shaped confining reinforcements 16 are provided at every specified pitch in the joint 15 and the basal parts are welded with the steel plate 11, and further, the outside of the main reinforcements 8 is surrounded by the front end parts thereof to fix the steel plate 11 to the main reinforcements 8 and reinforce the joint. In this way, the structure can be simplified and the installation cost can be reduced. Further, since the weight can be reduced and the strength can be increased, a caisson which can be easily installed even in a soft ground can be formed.
    • 22. 发明专利
    • Casing structure
    • 外壳结构
    • JP2013130151A
    • 2013-07-04
    • JP2011281322
    • 2011-12-22
    • Mitsubishi Heavy Ind Ltd三菱重工業株式会社
    • KONDO MAKOTONAKAZAWA TAMIAKI
    • F01D25/26F01D25/00F01D25/24F01D25/28
    • PROBLEM TO BE SOLVED: To suppress oval deformation of an inner casing by reducing rigidity of a flange while retaining function of such a structure that the inner casing is supported by a rib of an outer casing.SOLUTION: A casing structure includes: an inner casing 3 which allows a rotor to insert through the interior thereof and is formed by connecting, through bolting, respective flange parts 6, 7 of an inner casing upper half part 4 and an inner casing lower half part 5 vertically bi-sected to each other; and the outer casing having the rib for supporting the inner casing 3. The casing structure further includes: support members 9 which are projected from the flange parts 6, 7 to the outer peripheral side and are mounted on the rib; and slits 11, 12 which are provided in the flange parts and the support members and divide the flange parts 6, 7 and the support members 9 into plurality of pieces in an axial direction of the rotor, wherein the support members 9 are divided into a plurality of support pieces 13.
    • 要解决的问题:通过降低凸缘的刚度来抑制内壳的椭圆形变形,同时保持内壳由外壳的肋支撑的结构的功能。解决方案:壳体结构包括:内壳 3,其允许转子通过其内部插入,并且通过螺栓连接形成,通过螺栓连接,内壳体上半部分4的相应的凸缘部分6,7和彼此垂直地彼此分开的内壳体下半部分5; 并且外壳具有用于支撑内壳3的肋。壳体结构还包括:从凸缘部6,7向外周侧突出并安装在肋上的支撑构件9; 以及设置在所述凸缘部和所述支撑部件中并且将所述凸缘部6,7和所述支撑部件9沿所述转子的轴向分割为多个片的狭缝11,12,其中,所述支撑部件9被分割为 多个支撑件13。
    • 23. 发明专利
    • Structure of steam turbine casing
    • 蒸汽涡轮机结构
    • JP2008255915A
    • 2008-10-23
    • JP2007100120
    • 2007-04-06
    • Mitsubishi Heavy Ind Ltd三菱重工業株式会社
    • KONDO MAKOTO
    • F01D25/26
    • PROBLEM TO BE SOLVED: To provide a structure of a steam turbine casing wherein rigidity of the casing is enhanced and increase in the manufacturing cost is restrained.
      SOLUTION: An external casing 41 wherein a turbine rotor is supported is divided into an upper casing 42 and lower casing 43. The upper casing 42 is made up of a roof part 42a and a longitudinal wall part 42b. The roof part 42a is made up by arranging side by side a plurality of H-steel materials 51, which are connected and fixed with fastening bolts 55 so as to form two wall parts 52, 53.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:提供一种汽轮机壳体的结构,其中壳体的刚度提高并且制造成本的增加受到限制。 解决方案:其中支撑涡轮转子的外壳41分为上壳体42和下壳体43.上壳体42由顶部部分42a和纵向壁部分42b组成。 屋顶部分42a通过并排设置多个H钢材料51构成,H钢材料51用紧固螺栓55连接并固定,从而形成两个壁部件52,53。版权所有(C)2009 ,JPO&INPIT
    • 24. 发明专利
    • Underwater foundation
    • 水下基金会
    • JP2006090131A
    • 2006-04-06
    • JP2005370273
    • 2005-12-22
    • Mitsubishi Heavy Ind Ltd三菱重工業株式会社
    • OKAWA YOSHINORIKONDO MAKOTOKAMEI HIROYUKISEKIMOTO HISASHIKISHI AKINOBU
    • E02D27/14E02D27/52
    • PROBLEM TO BE SOLVED: To provide a means capable of stably arranging a structure on the water bottom ground, by enhancing its ground strength by improving a weak layer of the water bottom ground, in an underwater foundation fixed by a plurality of piles for driving the structure for constructing a building such as a pier in the water bottom ground.
      SOLUTION: This underwater foundation is fixed by the plurality of piles 8 and 9 for driving the structure 1 for constructing the building such as the pier in the water bottom ground G. A bulb-shaped ground reinforcing part 16 is formed by injecting ground reinforcing chemicals 12 into a lower support layer of the water bottom ground from the tip of the piles 8 and 9 by a chemical injector extractably inserted inside the piles 8 and 9.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:为了提供一种能够通过改善水底地层的弱层来提高其底面强度的装置,在通过多个桩固定的水下基座中能够稳定地布置结构 用于驱动在水底地面中建造诸如码头的建筑物的结构。 解决方案:这个水下基础由多个桩8和9固定,用于驱动用于构造建筑物的结构1,例如在水底地面G中的码头。通过注射形成球形地面加强部分16 地面增强化学品12通过可抽取地插入桩8和9内部的化学注射器从地层8和9的尖端到地下水底层的下支撑层。(C)2006,JPO&NCIPI
    • 28. 发明专利
    • Steel pipe pile foundation and method for constructing steel pipe pile foundation
    • 钢管桩基础及钢管桩基础施工方法
    • JP2003336270A
    • 2003-11-28
    • JP2002151205
    • 2002-05-24
    • Mitsubishi Heavy Ind Ltd三菱重工業株式会社
    • KONDO MAKOTOOKAWA YOSHINORIKISHI AKINOBU
    • E02D5/28E02D27/14E02D27/32
    • PROBLEM TO BE SOLVED: To provide a steel pipe pile foundation which improves the cutoff performance at a joint portion between a steel pipe pile and a leg, and prevents leakage of grout from the joint portion when the grout is poured, and to provide a method for constructing the steel pipe pile foundation.
      SOLUTION: The steel pipe pile foundation is comprised of the cylindrical leg 5, the steel pipe pile 6 inserted into the leg 5, at least two sealing members 11, 12, a filler force-feeding pipe 13, and a drain pipe 14. The sealing members 11, 12 are each installed on the joint portion between the leg 5 and the steel pipe pile 6, and have elasticity and an annular shape. Each sealing member has its outer edge brought into contact with an inner peripheral surface 5a of the leg 5 and has its inner edge with an outer peripheral surface 6a of the steel pipe pile 6, respectively. The filler force-feeding pipe 13 communicates with a filler chamber 21 defined by the sealing members 11, 12, for injecting a filler 22 into the filler chamber 21. The drain pipe 14 communicates with the filler chamber 21, for draining water present in the filler chamber 21, caused by the injection of the filler 22 into the filler chamber 21, to the outside.
      COPYRIGHT: (C)2004,JPO
    • 要解决的问题:提供一种提高钢管桩和腿部之间的接合部处的切断性能的钢管桩基础,并且防止当灌浆时从接头部分漏出浆料,并且 提供钢管桩基础施工方法。

      解决方案:钢管桩基础包括圆柱腿5,插入腿5的钢管桩6,至少两个密封构件11,12,填充力供给管13和排水管 密封构件11,12分别安装在腿部5和钢管桩6之间的接合部分上,并且具有弹性和环形形状。 每个密封构件的外边缘与腿部5的内周面5a接触,并且其内边缘分别具有钢管桩6的外周面6a。 填料加压管13与由密封构件11,12限定的填充室21连通,用于将填料22注入填料室21.排水管14与填料室21连通,用于排出存在于 通过将填料22注入填料室21而引起的填料室21到外部。 版权所有(C)2004,JPO

    • 29. 发明专利
    • METHOD OF CONSTRUCTING CABLE DOME
    • JP2002266434A
    • 2002-09-18
    • JP2001065479
    • 2001-03-08
    • MITSUBISHI HEAVY IND LTD
    • SHIMIZU HIROSHIKONDO MAKOTOIWAMOTO YOICHIFUKIHARA MASAAKITOTANI KATSUKI
    • E04B1/32E04B1/35E04B7/14E04G21/14
    • PROBLEM TO BE SOLVED: To provide a method of constructing a cable dome eliminating the drawback with a conventional construction method: that it needs a number of timbering members to be installed on the surface of the ground, increasing the costs of materials, labor, and construction work. SOLUTION: The method of constructing a cable dome comprises a process for forming a dome roof on the surface of the ground; a process for erecting outer peripheral timbering members by erecting a small-diameter outer peripheral inner ring and a large-diameter outer peripheral outer ring at each of top ends radially disposed outside an inner peripheral ring; a process for providing a ring connector, with the inner ring rotatably connected to the rear end of the ring connector, and with the separated outer ring fixed to the front end of the ring connector; a process for lifting the dome roof to an erection height by pointing the front end of the ring connector inwards, connecting the outer ring to the inner peripheral ring using a suspension cable, and pointing the front end of the ring connector outward; and a process for connecting the inner peripheral ring to the inner ring by use of a retaining cable, while holding at the erection height the outer ring and the inner peripheral ring which are combined into the shape of an annulus with the divided portions of the outer ring connected to one another.