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1. 发明专利

JP2008297900A Filling portion and construction method therefor 有权
标题翻译：填充部分及其施工方法
公开(公告)号：JP2008297900A
公开(公告)日：2008-12-11
申请号：JP2008234361
申请日：2008-09-12
申请人： Kajima Corp , Nippon Steel Bridge Co Ltd , Nippon Steel Engineering Co Ltd , 新日鉄エンジニアリング株式会社 , 日鉄ブリッジ株式会社 , 鹿島建設株式会社
发明人： YOSHIKAWA TADASHI , NARAHARA TAKESHI , UO TOMOYUKI , SUZUKI KENICHI , MASUMOTO KEITA , SANO NOBUHIDE , SHIMAI MORIYUKI , KOTAKI YUTAKA , MUROI SHINJI , ONO KOICHIRO
IPC分类号： E01C1/04
摘要： PROBLEM TO BE SOLVED: To provide a filling portion and a construction method therefor, which enable a construction of the filling portion in a narrow regular working area.
SOLUTION: Two rows of T-type precast protecting walls 43 are placed in a planned location of a filling portion 23 to form a base panel 71, where a backfilling material 61 is placed. An L-type precast protecting wall 65 is placed on one edge of the base panel 71 to form a side 73, where backfilling is performed with a backfilling material 67. The L-type precast protecting wall 65 is also placed on the other edge of the base panel 71, where backfilling is performed with the backfilling material 67. Hence the filling portion 23 is constructed.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种填充部分及其施工方法，其能够将填充部分构造在狭窄的正常工作区域中。解决方案：将两排T型预制保护壁43放置在填充部分23的预定位置，以形成基板71，其中放置回填材料61。 L型预制保护壁65被放置在基板71的一个边缘上以形成侧面73，其中用回填材料67进行回填.L型预制保护壁65也被放置在基板71，其中用回填材料67进行回填。因此，填充部分23被构造。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2004300755A Construction method for grade separated crossing, grade separated crossing, construction method for bank, and bank 有权
公开(公告)号：JP2004300755A
公开(公告)日：2004-10-28
申请号：JP2003094491
申请日：2003-03-31
申请人： Kajima Corp , Nippon Steel Corp , 新日本製鐵株式会社 , 鹿島建設株式会社
发明人： YOSHIKAWA TADASHI , NARAHARA TAKESHI , UO TOMOYUKI , SUZUKI KENICHI , MASUMOTO KEITA , SANO NOBUHIDE , SHIMAI MORIYUKI , KOTAKI YUTAKA , MUROI SHINJI , ONO KOICHIRO
IPC分类号： E02D17/18 , E01C1/04 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a grade separated crossing which can be constructed in a narrow permanently-installed working zone, the grade separated crossing, a construction method for a bank, and the bank.
SOLUTION: A bearing pile 5 and a footing 7 are installed in ground 11. Subsequently, a side-span main girder 25 is precedently assembled in the permanently-installed working zone 33, and jacked up by a hoisting and lowering device 27. After that, an overhanging section 41 is fixed for the formation of a side-span girder 13. While a center-span girder 15 is assembled on a side-span girder 13a, a bridge pier 17 and an abutment 19 are constructed on the footing 7 below the girder 13, and the girder 13 is erected by being jacked down on the bridge pier 17 and the abutment 19. Concurrently with the assembly and erection of the girder, T-shaped precast retaining walls 43 are installed in two rows in the planned position of the bank 23, so that a base section 71 can be formed and so that a backfill 61 can be installed. An L-shaped precast retaining wall 65 is installed to form a side section 73, and back-filling is performed by means of a backfill 67 so that the bank 23 can be constructed.
COPYRIGHT: (C)2005,JPO&NCIPI

3. 发明专利

JP2009203787A Tank and tank construction method 审中-公开
标题翻译：坦克和坦克建筑方法
公开(公告)号：JP2009203787A
公开(公告)日：2009-09-10
申请号：JP2008113364
申请日：2008-04-24
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YAMAMOTO MASATSUGU , SUZUKI KENICHI , TANAKA ATSUSHI
IPC分类号： E04H7/20 , B65D88/06 , B65D90/08 , B65D90/22 , F17C13/08
摘要： PROBLEM TO BE SOLVED: To provide a tank and a tank construction method reducing vertical tendons and reinforced concrete at a connection part between a dike lower part and a bottom plate by applying sufficient prestress force to a dike without generating vertical bending moment to the dike even if introducing the prestress force by tensing circumferential tendons in the dike having the circumferential tendons.
SOLUTION: The tank and tank construction method comprise the bottom plate having a channel-shaped sliding part, and the dike separated from the bottom plate and placed on the sliding part, and having the circumferential tendons arranged. After tensing the circumferential tendons to introduce the prestress force, a space between the dike and the channel-shaped sliding part of the bottom plate is filled with a filler.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种罐和罐施工方法，通过对堤坝施加足够的预应力而不产生垂直弯矩，从而在堤坝下部和底板之间的连接部分处减少垂直筋和钢筋混凝土即使通过在具有周向筋的堤坝中张紧圆周筋来引入预应力，堤坝也是如此。解决方案：罐和罐的构造方法包括底板，其具有通道形滑动部分，并且堤与底板分离并放置在滑动部分上，并且具有周向筋。在拉紧周向筋以引入预应力之后，在底板和槽形滑动部分之间的空间填充有填料。版权所有（C）2009，JPO＆INPIT

4. 发明专利

JP2013217191A Tank construction method 有权
标题翻译：油罐结构方法
公开(公告)号：JP2013217191A
公开(公告)日：2013-10-24
申请号：JP2013133315
申请日：2013-06-26
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YAMAMOTO MASATSUGU , SUZUKI KENICHI , TANAKA ATSUSHI
IPC分类号： E04H7/20
摘要： PROBLEM TO BE SOLVED: To provide a tank construction method reducing vertical tendons and reinforced concrete at a connection part between a dike lower part and a bottom plate by applying sufficient prestress force to a dike without generating vertical bending moment to the dike even when tensing circumferential tendons in the dike having the circumferential tendons.SOLUTION: A tank construction method includes: a step (a) of providing a bottom plate having a sliding portion; a step (b) of providing a wall body or the like having circumferential tendons on the sliding portion; a step (c) of tensing the circumferential tendons of the wall body or the like; a step (d) of filling between the wall body or the like of the sliding portion and the bottom plate with fillers; a step (f) of tensing the lower circumferential tendons; and a step (g) of filling between the wall body outside the wall body or the like or a dike and the bottom plate with the fillers. The step (c) tenses the circumferential tendons other than the lower circumferential tendons. The step (d) fills between the wall body inside the wall body or the like or the dike and the bottom plate with the fillers.
摘要翻译：要解决的问题：为了提供一种罐施工方法，通过对堤坝施加足够的预应力，在堤坝下部和底板之间的连接部分减少垂直筋和钢筋混凝土，而不产生垂直弯曲力矩到堤坝，具有圆周筋的堤坝中的筋。解决方案：罐施工方法包括：提供具有滑动部分的底板的台阶（a）在所述滑动部分上提供具有周向筋的壁体等的步骤（b）; （c）使所述壁体等的周向筋拉紧的步骤; 步骤（d）用填料填充滑动部分的壁体等与底板之间; 拉伸下部周向筋的步骤（f）; 以及在壁体等外部的壁体或堤坝与底板之间填充填充物的步骤（g）。步骤（c）使周向腱不同于下周向腱。步骤（d）用填料填充在壁体等内部的壁体或堤坝和底板之间。

5. 发明专利

JP2006077994A Installation method of cold-resistant relaxation material for dike-integrated low temperature tank, and dike-integrated low temperature tank 审中-公开
标题翻译：一体化低温罐，低密度低温罐耐冷却材料的安装方法
公开(公告)号：JP2006077994A
公开(公告)日：2006-03-23
申请号：JP2005349003
申请日：2005-12-02
申请人： Kajima Corp , Nichias Corp , ニチアス株式会社 , 鹿島建設株式会社
发明人： FUJIMURA HISAO , SUZUKI KENICHI , FUKADA ATSUHIRO , KANAZAWA RYOICHI , KANAI KOICHIRO , KIKUCHI SHIRO , KATOU TAKANOSUKE , NISHINO KENJI
IPC分类号： F17C3/04 , B65D90/02 , B65D90/06
摘要： PROBLEM TO BE SOLVED: To provide an installation method of cold-resistant relaxation material for a dike-integrated low temperature tank, the dike-integrated low temperature tank and a heat insulating panel, easily in quality management in construction, efficiently formed in short time, and free from performance defects.
SOLUTION: A liner plate 15 provided with anchor bolts 25 is mounted on an inner wall face of a cylindrical dike 13, and the plurality of heat insulating panels formed by integrating a front face material 5 and a rear face material 7 with a heat insulating material 3 are closely attached to the liner plate 15. The anchor bolts 25 are inserted into anchor holes 11 formed on the rear face material 7, and the heat insulating panels 1 are fixed to the liner plate 15. Joints respectively between the heat insulating panels adjacent to each other and the holes 9 of the heat insulating panels 1 are respectively filled with a filling material 19 and a filling material 21, and then coated with a liquid-tight material 29 and a liquid-tight material 31, thus the cold-resistant relaxation material 23 integrated with the plurality of heat insulating panels 1 is formed.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种用于堤防一体化低温罐的耐寒松弛材料的安装方法，该堤防综合低温箱和隔热板，在施工中容易进行质量管理，有效地形成在短时间内，没有性能缺陷。解决方案：设置有锚定螺栓25的衬板15安装在圆柱形堤13的内壁面上，并且通过将前面材料5和后表面材料7与一个绝热材料3紧密地连接到衬板15.锚固螺栓25插入形成在背面材料7上的锚定孔11中，绝热板1固定在衬板15上。彼此相邻的绝缘板和绝热板1的孔9分别填充有填充材料19和填充材料21，然后涂覆有液密材料29和液密材料31，因此形成与多个隔热板1一体化的耐寒松弛材料23。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2010242973A Method for installing cold resistant relaxing material for liquid-proof bank integrated low-temperature tank 有权
标题翻译：用于液体银行集成低温罐安装耐热松弛材料的方法
公开(公告)号：JP2010242973A
公开(公告)日：2010-10-28
申请号：JP2010136727
申请日：2010-06-16
申请人： Kajima Corp , Nichias Corp , ニチアス株式会社 , 鹿島建設株式会社
发明人： FUJIMURA HISAO , SUZUKI KENICHI , FUKADA ATSUHIRO , KANAZAWA RYOICHI , KANAI KOICHIRO , KIKUCHI SHIRO , KATO KONOSUKE , NISHINO KENJI
IPC分类号： F17C3/04 , B65D88/06 , E04B1/76
摘要： PROBLEM TO BE SOLVED: To provide a method for installing a cold resistant relaxing material for a liquid-proof bank integrated low-temperature tank, which is easy of quality control during construction, for being efficiently formed in a short period and free of performance defects.
SOLUTION: A liner plate 15 having heat insulating bolts 99 is installed on the inner wall face of a cylindrical liquid-proof bank 13. A surface material 5C is provided on the surface of a heat insulating material 3C. A plurality of heat insulating panels 1C having bolt holes 97 are fastened via washers 101 with nuts 103 in the state of inserting the heat insulating bolts 99 into the bolt holes 97. Thus, the heat insulating panels 1C are fixed to the liner plate 15. The washers 101 have filling holes 105. Filled materials 21 are filled through the filling holes 105 into the bolt holes 97, and then the heat insulating bolts 99, the nuts 103 and the washers 101 are covered with fluid-tight materials 31.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：解决问题的方案：提供一种用于安装耐液体储存集成低温罐的耐寒松弛材料的方法，其在施工期间容易进行质量控制，以便在短时间内有效地形成和释放的性能缺陷。解决方案：具有绝热螺栓99的衬板15安装在圆柱形防油库13的内壁面上。表面材料5C设置在绝热材料3C的表面上。在将绝热螺栓99插入螺栓孔97的状态下，具有螺栓孔97的多个绝热板1C通过垫圈101与螺母103紧固。因此，隔热板1C固定在衬板15上。垫圈101具有填充孔105.填充材料21通过填充孔105填充到螺栓孔97中，然后绝热螺栓99，螺母103和垫圈101被流体密封材料31覆盖。
版权所有（C）2011，JPO＆INPIT

7. 发明专利

JP2004278201A Construction method of grade separation, and grade separation 有权
公开(公告)号：JP2004278201A
公开(公告)日：2004-10-07
申请号：JP2003073166
申请日：2003-03-18
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MASUMOTO KEITA , SANO NOBUHIDE , YONEKURA SATOSHI , ITABASHI NOBUO , SUZUKI KENICHI
IPC分类号： E01C1/04
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a grade separation, and the grade separation with a foundation formed in the ground at the side of a girder installation position.
SOLUTION: A side span girder 7 is built up above the side of an underground buried object such as a water pipe 41 or a sewer pipe 43 and jacked up by a lifting device 5. While building up a center span girder 29 above the side span girder 7, a large-bore cast-in-place pile 21 sufficiently rooted into an assumed support layer 11 is formed below the side span girder 7, and an eccentric bridge pier 25 is installed on the large-bore cast-in-place pile 21. The side span girder 7 with the center span girder 29 placed thereon is jacked down onto a temporary section of a beam part 37 of the bridge pier 25 and laid set off in a direction right-angled to a bridge axis at an installed section of the beam part 37. Further, the center span girder 29 is laid pushed out in a bridge axis direction.
COPYRIGHT: (C)2005,JPO&NCIPI

8. 发明专利

JP2002276894A FITTING METHOD FOR CRYOGENIC RESISTANCE OBTUNDENT OF DIKE-INTEGRATED LOW TEMPERATURE TANK, DIKE-INTEGRATED LOW TEMPERATURE TANK, AND INSULATING PANEL 失效
公开(公告)号：JP2002276894A
公开(公告)日：2002-09-25
申请号：JP2001080252
申请日：2001-03-21
申请人： KAJIMA CORP , NICHIAS CORP
发明人： FUJIMURA HISAO , SUZUKI KENICHI , FUKADA ATSUHIRO , KANAZAWA RYOICHI , KANAI KOICHIRO , KIKUCHI SHIRO , KATOU TAKANOSUKE , NISHINO KENJI
IPC分类号： B65D88/06 , B65D90/02 , F17C3/04
摘要： PROBLEM TO BE SOLVED: To provide the installation method for a cryogenic resistance obtundent of a dike-integrated low temperature tank, the dike-integrated low temperature tank, and an insulating panel, capable of facilitating quality control at the time of execution of work, and efficiently conducting short-term formation with no failure in performance. SOLUTION: A linear plate 15 provided with an anchor bolt 25 is fitted at an inner wall surface of the cylindrical dike 13, and a plurality of insulating panels 1 where a surface material 5 and a back face material 7 are integrated with an insulating material 3 are brought into close contact with the linear plate 15. The anchor bolt 25 is inserted into an anchor hole 11 provided at the back face material 7, and the insulating panel 1 is fixed at the linear plate 15. Joints 17 between the insulating panels 1 adjacent to each other and holes 9 of the insulating panels 1 are filled with a filler 19 and a filler 21 respectively, and then coated with fluid-tight material 29 and fluid-tight material 31 to form the cryogenic resistance obtundent 23 where the plurality of insulating panels 1 are integrated.

9. 发明专利

JPH11200393A UNDERGROUND STRUCTURE AND CONSTRUCTION METHOD THEREFOR 失效
公开(公告)号：JPH11200393A
公开(公告)日：1999-07-27
申请号：JP203398
申请日：1998-01-08
申请人： KAJIMA CORP
发明人： NAKAHORA YOSHIHIRO , HAYAKAWA YASUYUKI , SUZUKI KENICHI , FUKADA ATSUHIRO
IPC分类号： E02D27/38 , E02D5/20 , E02D29/045 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To reduce the thickness of bottom slab by jointing the heads of a plurality of piles driven to the ground below the slab to the bottom slab of an underground tank and by supporting the weight of content and buoyancy due to underground water, etc., acting to the bottom slab of the tank by the piles. SOLUTION: For building an underground tank 1, a cylindrical underground continuous wall 3 is built underground at first, its inside is excavated to a predetermined depth, and the excavated bottom portion is handled as ground 4 for placing floor. Then, a plurality of piles 11 are driven to the ground 4, heads of piles 11 are jointed to the bottom slab 7 of the circular tank, the cylindrical side wall 5 is erected along the inner surface of the underground continuous wall 3, a roof 9 is built over the side wall 5 and the underground tank 1 is constructed. In this way, the weight of content acting to the bottom slab 7 of underground tank 1 and the buoyancy acting to the bottom slab 7 due to surrounding groundwater when the underground take 1 is empty can be both supported by the piles 11 and thus the thickness of the bottom slab 7 can be reduced. Also, instead of using piles 11, plate shaped walls of various shapes and arrangements may be provided.

10. 发明专利

JPH10168863A METHOD OF CONNECTING STEEL BOX BODY 失效
公开(公告)号：JPH10168863A
公开(公告)日：1998-06-23
申请号：JP33192496
申请日：1996-12-12
申请人： KAJIMA CORP
发明人： IWAMURA HIDEYO , YOSHINO YUICHI , SHINOHARA NOZOMI , UEDA MASAAKI , SUZUKI KENICHI
IPC分类号： E02B17/00 , B63B9/06 , B63B35/38 , E01D15/14
摘要： PROBLEM TO BE SOLVED: To simplify the offshore work by mutually opposing box bodies having bolt receiving bases on the outside with a clearance, fastening the mutual bolt receiving bases by a long bolt, providing a concrete receiving base on the bottom of the clearance, and placing concrete thereto to successively connect the box bodies. SOLUTION: Bolt receiving bases 4 are formed by members 4b, 4c in the mutually opposed positions of box bodies 1, 1. The upper side of the member 4b is vertically notched in U-shaped so that a fastening bolt 6 can be dropped therein, and a reinforcing plate 4a is welded in order to compensate the strength for the notched portion. The fastening bolt dropped into the bolt receiving bases 4 is fastened while the positions of the box bodies 1, 1 opposed with a clearance are regulated by a double nut. After the box bodies 1, 1 are temporarily fastened, a concrete receiving base 9 is laid on a concrete receiving base hardware provided on the bottom part of the clearance, and nonshrinkage concrete 12, for example, is placed in the clearance to integrate the box bodies 1, 1 together.

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