专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JP2009102986A Mold steel and wall body using the same 审中-公开
标题翻译：使用相同的模具钢和墙体
公开(公告)号：JP2009102986A
公开(公告)日：2009-05-14
申请号：JP2009030245
申请日：2009-02-12
申请人： Jfe Steel Corp , Jfeスチール株式会社 , Ohbayashi Corp , 株式会社大林組
发明人： ONDA KUNIHIKO , TATSUMI YUICHI , WAKIYA HIROSHI , YAMAGUCHI AKIRA , ISHIZAWA TAKESHI , TAKEDA ATSUSHI , TONO MITSUO , HIRAO JUNICHI , KAWAKAMI SUENOBU
IPC分类号： E02D5/20 , E02D17/04 , E02D17/20 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide mold steel excelling in bonding force to concrete, and a thin wall body.
SOLUTION: H-mold steel having a plurality of protrusions on the inner surface side satisfies P/h≤10 and P/b
2 ≥4, wherein b2 represents the upper side width of the protrusions, h represents the protrusive height, and P represents the protrusion pitch in a cross mold perpendicular to the H-mold steel face formed with the protrusions. The wall body using the H-mold steel as a structural member, is formed by erecting a plurality of H-mold steel in the longitudinal direction of the wall body, with the flange outer surfaces pointing toward the wall surface.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供对混凝土粘合力优异的模具钢和薄壁体。解决方案：在内表面侧具有多个突起的H型钢，满足P /h≤10且P / b 2 ≥4，其中，b2表示突起的上侧宽度 h表示突出高度，P表示与形成有突起的H型钢表面垂直的十字模中的突出间距。使用H型钢作为结构构件的壁体通过在壁体的长度方向上竖立多个H型钢而形成，凸缘外表面指向壁面。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2004300913A H-shape steel with projection and wall body using it 审中-公开
公开(公告)号：JP2004300913A
公开(公告)日：2004-10-28
申请号：JP2003428099
申请日：2003-12-24
申请人： Jfe Steel Kk , Jfeスチール株式会社 , Ohbayashi Corp , 株式会社大林組
发明人： TATSUMI YUUICHI , WAKIYA HIROSHI , YAMAGUCHI AKIRA , ONDA KUNIHIKO , TAKEDA ATSUSHI , TONO MITSUO , HIRAO JUNICHI , KAWAKAMI SUENOBU
IPC分类号： E02D5/20 , E02D5/04 , E04C5/03
摘要： PROBLEM TO BE SOLVED: To provide a wall body, reduced in thickness and having high yield strength and high rigidity. SOLUTION: In this H-shape steel, two or more projections having a height (h) satisfying the expression: 2 mm ≤h≤50 mm, a width (b) satisfying the expression: h≤b≤5h and a pitch P satisfying the expression: 4b≤P are formed on the inner surface of a flange. This wall body has a steel skeleton structure part using the above H-shape steel with projections as a structural member. COPYRIGHT: (C)2005,JPO&NCIPI

3. 发明专利

JP2004278048A Steel concrete incorporating basement wall using h-shaped steel with flange outside projection 有权
公开(公告)号：JP2004278048A
公开(公告)日：2004-10-07
申请号：JP2003068469
申请日：2003-03-13
申请人： Jfe Steel Kk , Jfeスチール株式会社 , Ohbayashi Corp , 株式会社大林組
发明人： TATSUMI YUUICHI , WAKIYA HIROSHI , TONO MITSUO , TAKEDA ATSUSHI , HIRAO JUNICHI , KAWAKAMI SUENOBU
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a wall capable of preventing the interference of reinforcement and a tremie pipe with each other, having excellence in workability in the case of wall construction, and preventing the sudden lowering of the proof stress of a wall caused by the peeling of the outside concrete of a flange. SOLUTION: A steel concrete incorporating basement wall is constituted that insertion reinforcement is inserted up to a position at the end in the direction of the height of a web surface beyond a position opposed to the flange side of an H-shaped steel with the flange outside projection and that it is laid at a predetermined interval from the flange side. COPYRIGHT: (C)2005,JPO&NCIPI

4. 发明专利

JP2005098059A Shape steel and wall using shape steel 有权
标题翻译：形状钢和使用形状的钢板
公开(公告)号：JP2005098059A
公开(公告)日：2005-04-14
申请号：JP2003431714
申请日：2003-12-26
申请人： Jfe Steel Kk , Jfeスチール株式会社 , Ohbayashi Corp , 株式会社大林組
发明人： ONDA KUNIHIKO , TATSUMI YUUICHI , WAKIYA HIROSHI , YAMAGUCHI AKIRA , ISHIZAWA TAKESHI , TAKEDA ATSUSHI , TONO MITSUO , HIRAO JUNICHI , KAWAKAMI SUENOBU
IPC分类号： E02D5/20 , E02D5/10 , E04B2/56 , E04C3/00 , E04C3/04 , E04C3/06 , E04C3/293 , E04C5/03
CPC分类号： E04C3/06 , E02D5/10 , E04C3/293 , E04C5/03 , E04C2003/0452
摘要： PROBLEM TO BE SOLVED: To obtain a shape steel which excels in an adhesive force to a concrete, and a wall which is made to be thinner.
SOLUTION: In a wide flange shape steel having a plurality of projections on its inner surface, an upper side width b
2 of each of the projections in a cross section perpendicular to the surface of the wide flange shape steel having the projections, a projection height h, and a projection pitch P satisfy both inequalities of P/h≤10 and P/b
2 ≥4. In the wall using the wide flange shape steels as structural members, a plurality of the wide flange shape steels are erected in a longitudinal direction of the wall with the outer surfaces of the flanges facing the wall surface.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：获得对混凝土的粘合力优异的成形钢和制成较薄的壁。解决方案：在具有在其内表面上具有多个突起的宽法兰形钢中，每个突起的上侧宽度b SB> 2 在垂直于宽的表面的横截面中突起高度h和突起间距P的凸缘形状钢满足P /h≤10和P / b 2 ≥2的不等式。在使用宽法兰形状钢作为结构构件的壁中，多个宽法兰形状的钢在壁的纵向方向竖立，凸缘的外表面面向壁表面。版权所有（C）2005，JPO＆NCIPI

5. 发明专利

JP2004293083A Steel concrete composite underground wall using wide-flange shape steel with inner rib 有权
公开(公告)号：JP2004293083A
公开(公告)日：2004-10-21
申请号：JP2003084592
申请日：2003-03-26
申请人： Jfe Steel Kk , Jfeスチール株式会社 , Ohbayashi Corp , 株式会社大林組
发明人： TATSUMI YUUICHI , WAKIYA HIROSHI , TONO MITSUO , TAKEDA ATSUSHI , HIRAO JUNICHI , KAWAKAMI SUENOBU
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a steel concrete composite underground wall for thinning the wall thickness by using an inexpensive steel material.
SOLUTION: This steel concrete composite underground wall uses wide-flange shape steel with an inner rib composed of concrete and the wide-flange shape steel with the inner rib installed by welding a deformed reinforcement in the longitudinal direction to a flange inside surface of the wide-flange shape steel. The adjacent wide-flange shape steel with the inner rib is separately erected on the ground in the wall longitudinal direction so that a flange outside surface of the wide-flange shape steel with the inner rib is opposite to a wall surface. These concrete and wide-flange shape steel with the inner rib are integrated by connecting the concrete outside of a position of the flange inside surface of the wide-flange shape steel with the inner rib and the concrete inside of a position of the flange inside surface of the wide-flange shape steel with the inner rib, and the concrete sandwiched by the flange inside surface of the wide-flange shape steel with the inner rib also sticks to the respective wide-flange shape steel with the inner rib via the deformed reinforcement.
COPYRIGHT: (C)2005,JPO&NCIPI

6. 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

7. 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

8. 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

9. 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

10. 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

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式