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1. 发明专利

JP2013139696A Semi-underground structure 有权
标题翻译：半地下结构
公开(公告)号：JP2013139696A
公开(公告)日：2013-07-18
申请号：JP2012000602
申请日：2012-01-05
申请人： Nippon Steel & Sumitomo Metal , 新日鐵住金株式会社 , Ohbayashi Corp , 株式会社大林組
发明人： NAKAYAMA HIROAKI , HARADA NORIYOSHI , KATO ATSUSHI , TATSUTA MASATAKE , TSUJII MASATO , HIRAO JUNICHI , TONO MITSUO , MITSUMORI AKIRA
IPC分类号： E02D5/04
摘要： PROBLEM TO BE SOLVED: To provide a semi-underground structure for surely and suitably preventing its flotation while reducing its management such as inspection and maintenance.SOLUTION: In a depressed semi-underground structure A, steel sheet piles 1 are installed in a ground to construct earth retainers 2 shaped irregular in a cross-sectional view, a ground G between the pair of earth retainers 2 constructed at a predetermined space is open-cut from its above-ground part, and a U-shaped concrete skeleton 3 having a pair of side wall parts 6 and a bottom slab part 7 is constructed in an open-cut space H. A plurality of displacement stopping members are provided which are rod-shaped, fastened at their base ends to the steel sheet piles 1, and protruded from inner faces 2c of the earth retainers 2 into the open-cut space H. The displacement stopping members 5 are embedded to construct the side wall parts 6 integrally with the earth retainers 2. The side wall parts 6 are constructed as unreinforced concrete structures.
摘要翻译：要解决的问题：提供半地下结构，以确保和适当地防止其浮选，同时减少其检查和维护等管理。解决方案：在凹陷的半地下结构A中，钢板桩1安装在地面在截面图中构造为不规则形状的地保持器2，在预定空间处构造的一对接地保持器2之间的地面G从其地上部分开放，并且具有一对的U形混凝土骨架3 的侧壁部分6和底部板坯部分7构造在开放空间H中。多个位移停止构件设置为杆状，其基端紧固在钢板桩1上，并从接地保持器2的内表面2c进入开口空间H.嵌入位移限制件5以与地保持器2一体地构造侧壁部分6.侧壁部件6被构造成un 钢筋混凝土结构。

2. 发明专利

JP2013139695A Steel sheet pile foundation and steel sheet pile wall body 有权
标题翻译：钢板桩基础和钢板桩墙体
公开(公告)号：JP2013139695A
公开(公告)日：2013-07-18
申请号：JP2012000601
申请日：2012-01-05
申请人： Nippon Steel & Sumitomo Metal , 新日鐵住金株式会社 , Ohbayashi Corp , 株式会社大林組
发明人： NAKAYAMA HIROAKI , HARADA NORIYOSHI , KATO ATSUSHI , TATSUTA MASATAKE , TSUJII MASATO , HIRAO JUNICHI , TONO MITSUO , MITSUMORI AKIRA
IPC分类号： E02D5/28 , E02D5/04
摘要： PROBLEM TO BE SOLVED: To provide a pile foundation structure capable of producing high supporting force using steel sheet piles only, while reducing a resistance when installed, allowing the steel sheet piles neighboring each other along the direction of a wall body to be fitted and connected, and reducing processing work for the steel sheet piles to reduce the manufacturing cost.SOLUTION: In a steel sheet pile foundation 1 using steel sheet piles 11 each having a web, a flange and a sheet pile joint, the pair of steel sheet piles 11A, 11B are installed in a ground while facing each other in the state of approaching or contacting each other to form a closed space, and upper ends 11a of the respective pair of steel sheet piles 11A, 11B are embedded in a footing 12 and integrally joined to each other.
摘要翻译：要解决的问题：为了提供一种仅使用钢板桩能够产生高支撑力的桩基结构，同时在安装时降低阻力，允许沿壁体方向相邻的钢板桩被安装和连接，并减少钢板桩的加工工作，降低制造成本。解决方案：在使用钢板桩11的钢板桩基础1中，每一个都具有腹板，法兰和片桩接头，一对钢板桩11A 11B相互接近或接触的状态彼此相对地设置在地面上，形成封闭空间，各对钢板桩11A，11B的上端部11a嵌入基座12内并整体地连接对彼此。

3. 发明专利

JP2009185471A Construction method for construction joint part of underground wall and underground wall 有权
标题翻译：地下墙和地下墙施工接头的施工方法
公开(公告)号：JP2009185471A
公开(公告)日：2009-08-20
申请号：JP2008024363
申请日：2008-02-04
申请人： Ohbayashi Corp , 株式会社大林組
发明人： INAZUMI AKIO , SUZUKI TAKUMI , TONO MITSUO , HIRAO JUNICHI
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a construction method for easily arranging a water cut-off member in a construction joint part in an underground wall constituted by constructing and joining elements.
SOLUTION: In this construction method, a preceding element 10 is first constructed, a part being a following element 20 is digged to form an excavated groove 25, a filter member 31 constituted by attaching the water cut-off member 30 onto a face on a preceding element 10 side to extend in the vertical direction, is arranged in an end part on a preceding element 10 side in the excavated groove 25, and concrete 22 is placed to constitute the following element 20 in the excavated groove 25.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于在通过构造和连接元件构成的地下壁中的构造接合部中容易地设置截水部件的构造方法。解决方案：在该施工方法中，首先构造前一元件10，挖掘作为后续元件20的部分以形成挖掘槽25，通过将截水构件30附接到在先前的元件10侧的垂直方向上延伸的表面布置在挖掘槽25中的先前元件10侧的端部中，并且将混凝土22放置在挖掘槽25中构成随后的元件20。 P>版权所有（C）2009，JPO＆INPIT

4. 发明专利

JP2006057251A Construction method for power transmission mechanism, and power transmission mechanism 有权
标题翻译：电力传输机构的构造方法和电力传输机制
公开(公告)号：JP2006057251A
公开(公告)日：2006-03-02
申请号：JP2004237660
申请日：2004-08-17
申请人： Ohbayashi Corp , Railway Technical Res Inst , 株式会社大林組 , 財団法人鉄道総合技術研究所
发明人： KANDA MASAYUKI , MURATA OSAMU , NISHIOKA HIDETOSHI , TANAKA KOICHI , TAKEDA ATSUSHI , SAKIMOTO JUNJI , HIRAO JUNICHI , TONO MITSUO , KITA NAOYUKI
IPC分类号： E02D27/30 , E02D5/08
摘要： PROBLEM TO BE SOLVED: To improve workability, for example, of a construction method for a steel sheet pile-combined spread foundation.
SOLUTION: A plurality of U-shaped steel sheet piles 51, to which perforated steel plates 6 are prewelded, are driven into ground 2 in order, so as to form a rectangular-cross-section steel sheet pile structure 5. An almost rectangular anchor reinforcement 8 is latched to a hole of the steel plate 6, and horizontally held in the state of being directed to this side. The cast-in-place concrete is placed to form a footing 3. Thus, the anchor reinforcement 8 does not have to be stud-welded to the steel sheet pile 51, and the risk of weld dripping is eliminated. This makes the use of the thick anchor reinforcement 8 reduce the required number of the anchor reinforcements 8. Workability particularly for the steel sheet pile 51 on the back side is enhanced. The anchor reinforcement 8 can easily reach an inside with respect to a footing reinforcement.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：例如，提高钢板桩组合铺设基础的施工方法的可加工性。解决方案：将预先焊接多孔钢板6的多个U形钢板桩51依次驱动到地面2中，以形成矩形截面钢板桩结构5。几乎矩形的锚固加固件8被锁定到钢板6的孔中，并且水平地保持在朝向该侧的状态。将现浇混凝土放置成形成基脚3.因此，锚固加强件8不必与钢板桩51螺栓焊接，并且消除了焊接滴落的风险。这使得使用厚的锚固加强件8减少了所需数量的锚固加强件8.特别是对于后侧的钢板桩51的可加工性增强。锚固加强件8可以容易地相对于基础加强件到达内部。版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2012117217A Construction structure of composite viaduct and construction method of composite viaduct 有权
标题翻译：复合材料的构造结构和复合材料的施工方法
公开(公告)号：JP2012117217A
公开(公告)日：2012-06-21
申请号：JP2010265346
申请日：2010-11-29
申请人： Ohbayashi Corp , Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , 株式会社大林組
发明人： SUGIMOTO ICHIRO , IKEDA MANABU , TANIGUCHI NOZOMI , HIRAO JUNICHI , YAMAMOTO TADAHISA , YAMASHITA MAMORU
IPC分类号： E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a construction structure of a composite viaduct and a construction method of the composite viaduct which enables construction even in a narrow space in a short period of time and building at a lowered cost.SOLUTION: A construction structure of a composite viaduct is equipped with: a CFT column 12 that is formed of steel pipes filled with concrete; an upper-layer beam steel box girder member 13 having an upper-layer beam steel box girder that can be constructed by arranging it on the CFT column 12 and moving it in a horizontal direction; a CFT column joint part 16 that joins the CFT column 12 and the upper-layer beam steel box girder member 13; and a composite beam floor slab 14 that is made of concrete and arranged on the upper-layer beam steel box girder member 13.
摘要翻译：要解决的问题：提供复合高架桥的结构结构和复合高架桥的施工方法，即使在短时间内也能够在狭窄的空间内进行施工并且以较低的成本进行建筑。解决方案：复合高架桥的结构结构配备有：由钢管填充混凝土的CFT柱12; 具有可以通过将其布置在CFT柱12上并沿水平方向移动的上层梁钢箱梁的上层梁钢箱梁13，连接CFT柱12和上层梁钢箱梁13的CFT柱接合部16; 以及由混凝土制成并布置在上层梁钢箱梁构件13上的复合梁楼板14.版权所有（C）2012，JPO＆INPIT

6. 发明专利

JP2012117216A Construction structure of composite viaduct and construction method of composite viaduct 有权
标题翻译：复合材料的构造结构和复合材料的施工方法
公开(公告)号：JP2012117216A
公开(公告)日：2012-06-21
申请号：JP2010265345
申请日：2010-11-29
申请人： Ohbayashi Corp , Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , 株式会社大林組
发明人： SUGIMOTO ICHIRO , IKEDA MANABU , TANIGUCHI NOZOMI , HIRAO JUNICHI , YAMAMOTO TADAHISA , YAMASHITA MAMORU
IPC分类号： E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a construction structure of a composite viaduct and a construction method of the composite viaduct which enables construction even in a narrow space in a short period of time and building at a lowered cost.SOLUTION: A construction structure of a composite viaduct is equipped with a CFT column 12 that is formed of steel pipes filled with concrete, a beam and floor slab 13 of PC/RC that can be constructed by arranging it on the CFT column 12 and moving it in a horizontal direction, and a CFT column joint part 15 that joins the CFT column 12 and the beam and floor slab 13.
摘要翻译：要解决的问题：提供复合高架桥的结构结构和复合高架桥的施工方法，即使在短时间内也能够在狭窄的空间中进行施工，并以较低的成本进行建筑。解决方案：复合高架桥的结构结构配备有由充满混凝土的钢管形成的CFT柱12，PC / RC的梁和地板13，其可以通过将其布置在CFT柱上 12并沿水平方向移动;以及CFT柱接头部分15，其连接CFT柱12和梁板和底板13.版权所有：（C）2012，JPO＆INPIT

7. 发明专利

JP2012077562A Foundation structure for structure and construction method of the same 有权
标题翻译：其结构和结构方法的基础结构
公开(公告)号：JP2012077562A
公开(公告)日：2012-04-19
申请号：JP2010225570
申请日：2010-10-05
申请人： Ohbayashi Corp , Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , 株式会社大林組
发明人： KANDA MASAYUKI , NISHIOKA HIDETOSHI , YOKOYAMA TOMOAKI , HIRAO JUNICHI , YAMAMOTO TADAHISA
IPC分类号： E02D27/30 , E02D5/28 , E02D5/30 , E02D5/34 , E02D5/50 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a foundation structure for a structure and a construction method of the same, in which a rational and economical basic design can be realized owing to the synergistic effect of utilizing advantages of steel sheet piles and a batter pile as it is and combining the steel sheet piles and the batter pile, by combining the steel sheet piles and the batter pile.SOLUTION: A foundation structure for a structure comprises: a footing 1; a steel sheet pile wall 5 constructed in the ground 2 in a rectangular shape in plan view so as to surround the footing 1; and a steel pipe batter pile 6 constructed in the grand 2 in the steel sheet pile wall 5. The steel sheet pile wall 5 is composed of a plurality of steel sheet piles connected with each other in a corrugated shape, the batter pile 6 is welded to the inner crest part of the steel sheet pile wall 5, and the footing 1 and the batter pile 6 are integrated with each other.
摘要翻译：要解决的问题：为了提供一种其结构及其施工方法的基础结构，其中由于利用钢板桩和面糊的优点的协同效应，可以实现合理和经济的基本设计通过组合钢板桩和面糊桩，将钢板桩和面糊桩组合在一起。解决方案：用于结构的基础结构包括：基脚1; 在平面图中以矩形形式构造在地面2中以围绕基脚1的钢板桩壁5; 钢板桩壁5由钢板桩壁5中的隆起部2构成的钢管糊料6构成。钢板桩壁5由多个以波纹状彼此连接的钢板桩构成，糊料6焊接到钢板桩壁5的内部顶部，底脚1和面糊6彼此一体化。版权所有（C）2012，JPO＆INPIT

8. 发明专利

JP2010203171A Removing method of gas and excavation system 有权
标题翻译：气体和开采系统的拆除方法
公开(公告)号：JP2010203171A
公开(公告)日：2010-09-16
申请号：JP2009051115
申请日：2009-03-04
申请人： Ohbayashi Corp , 株式会社大林組
发明人： MASUTANI TATSUYA , SAKAHIRA YOSHIHISA , HIRAO JUNICHI
IPC分类号： E02D5/34 , E21B7/00
摘要： PROBLEM TO BE SOLVED: To enable a sand pump to be installed in a position apart from an excavation hole when a cast-in-place pile is constructed. SOLUTION: The excavation system 10 is provided with an excavator 40, a stable liquid treatment plant 20, mud-delivery piping 111, and mud-discharging piping 112. The mud-delivery piping 111 delivers the stable liquid from the stable liquid treatment plant 20 to the excavator 40, and the mud-discharging piping 112 which is provided with the sand pump 113 at its middle portion delivers the stable liquid in the excavation hole 11 to the stable liquid treatment plant 20. A branch pipe 150 is provided above the space between the excavation hole 11 of the mud-discharging piping 112 and the sand pump 113, and a jet pump 151 is attached to the branch pipe 150. By starting the jet pump 151, air in the mud-discharging piping 112 is discharged to the outside, and the deterioration of a suction force of the sand pump 113 caused by the entry of the air into the piping can be prevented. Thus, the sand pump 113 can be installed in a position apart from the excavation hole 11. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：当建造浇注桩时，可以将砂泵安装在离开挖掘孔的位置。解决方案：挖掘系统10设置有挖掘机40，稳定的液体处理设备20，泥浆输送管道111和排泥管道112.泥浆输送管道111将稳定的液体从稳定的液体处理装置20到挖掘机40，在其中间部分设置有砂泵113的排泥管道112将稳定的液体在挖掘孔11中输送到稳定的液体处理设备20。在排泥管112的挖掘孔11和砂泵113之间的空间之上和喷射泵151附接到分支管150.通过启动喷射泵151，排泥管112中的空气是排出到外部，并且可以防止由于空气进入管道而引起的砂泵113的吸力的劣化。因此，砂泵113可以安装在远离挖掘孔11的位置。（C）2010，JPO＆INPIT

9. 发明专利

JP2010174515A Underground wall structure and underground structure 有权
标题翻译：地下室结构与地下结构
公开(公告)号：JP2010174515A
公开(公告)日：2010-08-12
申请号：JP2009018459
申请日：2009-01-29
申请人： Ohbayashi Corp , 株式会社大林組
发明人： HIRAO JUNICHI , KITADE KEIICHIRO , MIZUMOTO MINORU
IPC分类号： E02D29/045 , E02D5/20 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To construct an underground wall structure adaptable to a deep underground structure without increasing a wall thickness. SOLUTION: This underground wall structure 20 includes an inner underground wall 21 which is formed in a polygonal shape when viewed from above and an outer underground wall 22 which is arcuately formed so as to connect both ends of each side of the inner underground wall 21. A compression force acts on the outer underground wall 22 in the axial direction when a soil and hydraulic pressure act on the outer underground wall 22, and the compression force is transmitted to the other outer underground wall 22 through the inner underground wall 21. In the same manner that an annular underground wall resists the soil and hydraulic pressure by the axial force, a plurality of outer underground walls 22 integrally resist the soil and hydraulic pressures by the axial forces. Therefore, the wall thickness does not need to be increased. Since the underground wall structure 20 is configured of normal underground walls, the construction of the structure does not require much labor. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：构造适应深层地下结构的地下墙体结构，而不增加壁厚。解决方案：该地下壁结构20包括内部地下壁21，其从上方观察时形成为多边形形状，外部地下壁22弧形地形成，以便连接内部地下的每一侧的两端当土壤和液压作用在外部地下壁22上时，压缩力沿轴向作用在外部地下壁22上，并且压缩力通过内部地下壁21传递到另一个外部地下壁22 以同样的方式，一个环形地下的墙壁通过轴向力抵抗土壤和液压，多个外部地下壁22通过轴向力一体地抵抗土壤和液压。因此，不需要增加壁厚。由于地下壁结构20由正常的地下壁构成，所以结构的构造不需要太多的劳动。版权所有（C）2010，JPO＆INPIT

10. 发明专利

JP2007051485A Structure and method for joining foundation of structure and sheet pile together 审中-公开
标题翻译：结构与结构基础的结构与方法
公开(公告)号：JP2007051485A
公开(公告)日：2007-03-01
申请号：JP2005238080
申请日：2005-08-19
申请人： Ohbayashi Corp , Railway Technical Res Inst , 株式会社大林組 , 財団法人鉄道総合技術研究所
发明人： KANDA MASAYUKI , NISHIOKA HIDETOSHI , MURATA OSAMU , HIRAO JUNICHI , SATO MINEO
IPC分类号： E02D27/30 , E02D5/04
摘要： PROBLEM TO BE SOLVED: To reinforce a foundation of a structure which should be constructed or has already been constructed in the ground against bending moment from an upper structure by using a sheet pile inserted into the ground around the foundation.
SOLUTION: A connecting material 5 is erected between the foundation 1 of the structure which should be constructed or has already been constructed in the ground, and the sheet pile 3 inserted into the ground while adjoining the foundation 1 in the circumferential direction of the foundation 1 in such a manner as to surround the foundation 1, both ends of the connecting material 5 are connected to the foundation 1 and the steel sheet 3, and a filler 12 is infilled between the outer periphery of the foundation 1 and a sheet pile wall 4 composed of the sheet pile 3.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：通过使用插入到地基周围的地面中的板桩来加强应该构造或已经在地面上构造的结构的基础，以抵抗来自上部结构的弯曲力矩的基础。解决方案：连接材料5竖立在应该被构造或已经在地面上构造的结构的基础1之间，并且在沿着圆周方向邻接基座1的同时插入地面中的片桩3 基础1以围绕基础1的方式，连接材料5的两端连接到基础1和钢板3，填料12填充在基础1的外周和片材桩墙4由板桩3组成。版权所有（C）2007，JPO＆INPIT

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