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1. 发明专利

JP2007126813A Composite steel-concrete girder structure of bridge, and its construction method 有权
标题翻译：桥梁复合钢混凝土结构及其施工方法
公开(公告)号：JP2007126813A
公开(公告)日：2007-05-24
申请号：JP2005302669
申请日：2005-10-18
申请人： Dps Bridge Works Co Ltd , Mitsui Eng & Shipbuild Co Ltd , ドーピー建設工業株式会社 , 三井造船株式会社
发明人： KAIDA RYUICHI , NISHIYAMA KENICHI , IDENO MAYUKO , TATSUGAMI HISAO , YASUMORI HIROSHI , OKADA NORIKO
IPC分类号： E01D1/00
摘要： PROBLEM TO BE SOLVED: To provide a composite steel-concrete girder structure of a bridge, the height of which can be decreased, which reduces manufacturing costs by reducing welded places, which can keep construction costs low by enabling the simplification of work on a construction site and the shortening of a construction period, and which is erected particularly in a middle-sized or short span, and a construction method for the composite steel-concrete girder structure.
SOLUTION: In a main girder 10, a lower flange 11b is welded and joined to a lower end of a steel web 11a, and an upper flange 12 made of reinforced concrete is placed at an upper end. The main girders 10 are carried into a construction site and juxtaposed; a transverse prestressing steel wire 13 (not shown in Fig.) is clamped in the state of penetrating in a direction perpendicular to a bridge axis; and the upper flanges 12 are fastened together so that a floor slab can be formed. The upper flange 12 serves as a supporting flange 22 (not shown in Fig.), so that the main girder can be easily carried into the construction site by decreasing the width of the upper flange 22. A receiving flange part 22a is formed in the lower part of the supporting flange 22, and a precast PC slab 23 and an RC floor slab 24 are supported in the state of being laid between the receiving flange parts 22a of the supporting flanges 22 adjacent to each other.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种桥梁的复合钢混凝土梁结构，其高度可以减小，这可以通过减少焊接位置来降低制造成本，这可以通过使工作简化来保持施工成本低在施工现场，缩短施工期，特别是中，小跨度建设，以及复合钢混凝土梁结构施工方法。解决方案：在主梁10中，下凸缘11b被焊接并连接到钢腹板11a的下端，并且由钢筋混凝土制成的上凸缘12放置在上端。主梁10被运送到施工现场并列; 横向预应力钢丝13（图中未示出）被夹持在垂直于桥轴线的方向上穿透的状态; 并且上凸缘12紧固在一起，从而可以形成楼板。上凸缘12用作支撑凸缘22（图中未示出），使得主梁可以通过减小上凸缘22的宽度而容易地运送到施工现场。接收凸缘部分22a形成在支撑凸缘22的下部，预制件PC板23和RC板坯24被支撑在彼此相邻的支撑凸缘22的接收凸缘部分22a之间的状态。版权所有（C）2007，JPO＆INPIT

2. 发明专利

JP2007254975A Composite girder of steel and concrete, and method of manufacturing the composite girder 审中-公开
标题翻译：钢和混凝土的复合钢丝绳以及制造复合钢丝绳的方法
公开(公告)号：JP2007254975A
公开(公告)日：2007-10-04
申请号：JP2006077780
申请日：2006-03-20
申请人： Dps Bridge Works Co Ltd , Mitsui Eng & Shipbuild Co Ltd , ドーピー建設工業株式会社 , 三井造船株式会社
发明人： TATSUGAMI HISAO , YASUMORI HIROSHI , OKADA NORIKO , KAIDA RYUICHI , NISHIYAMA KENICHI , IDENO MAYUKO
IPC分类号： E01D1/00 , E01D19/12 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a composite girder of steel and concrete, and a method of manufacturing the composite girder causing no deformation or the like by suppressing influence of a creep phenomenon even in a structure using a flat steel plate for a web in view of the problem of being greatly influenced by the occurrence of the creep phenomenon of concrete and additional stress due to contraction when using the flat steel plate for the web in the composite girder formed by connecting a steel member and concrete.
SOLUTION: Perforated steel plate dowels 13 are welded to a lower flange 13 at suitable spaces, and precast concrete 14 is placed leaving the peripheries of the perforated steel plate dowels 13. After the precast concrete 14 is hardened, a post-cast material 17 is placed or filled in cavity parts 15 formed at the left parts to connect the post-cast material 17 and the steel member 10, and the precast concrete 14 and the steel member are composed through the post-cast material 17.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供钢和混凝土的复合梁以及通过抑制蠕变现象的影响而不产生变形等的复合梁的制造方法，即使在使用平板钢板的结构中考虑到当通过连接钢构件和混凝土而形成的复合梁中使用用于腹板的扁平钢板时，由混凝土的蠕变现象的发生和由于收缩引起的附加应力的严重影响的问题。解决方案：穿孔钢板榫13以适当的空间焊接到下凸缘13，并且放置预制混凝土14，留下穿孔钢板榫13的周边。在预制混凝土14硬化之后，后浇铸将材料17放置或填充在形成在左侧部分的空腔部分15中，以连接后铸造材料17和钢构件10，并且预制混凝土14和钢构件通过后铸造材料17构成。
版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2007254974A Prestressed concrete floor slab bridge of composite structure of steel/concrete using shape steel, and construction method of the prestressed concrete floor slab bridge 审中-公开
标题翻译：使用形状钢的钢/混凝土复合结构的预制混凝土地板桥梁，以及预制混凝土地板桥梁的构造方法
公开(公告)号：JP2007254974A
公开(公告)日：2007-10-04
申请号：JP2006077779
申请日：2006-03-20
申请人： Dps Bridge Works Co Ltd , Mitsui Eng & Shipbuild Co Ltd , ドーピー建設工業株式会社 , 三井造船株式会社
发明人： KAIDA RYUICHI , NISHIYAMA KENICHI , IDENO MAYUKO , TATSUGAMI HISAO , YASUMORI HIROSHI , OKADA NORIKO
IPC分类号： E01D19/12 , E01D1/00 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a prestressed concrete floor slab bridge of composite structure of steel/concrete using shape steel reducing cost and shortening a construction period in view of a possibility of an increase in construction cost because of the need to provide a cross beam to secure an aseismatic structure in an RC structure of placing concrete in the field due to inconvenience of transportation in relation to the weight of a girder in a steel/concrete composite bridge constructed by a so-called WIB (Walztraenger in Beton) method.
SOLUTION: Divided T-shape members 23a, 23b of H-shape steel 21 (shown in Figure 4) cut with a web 22 are juxtaposed in inverted T-shape and joined by a diaphragm 26 to manufacture a steel member 2, and concrete 30 is placed to form an SRC block 1 which is manufactured in a factory or the like. The SRC blocks 1 are laid, and a prestressed concrete steel wire is passed through and tensed to introduce prestress. If necessary, a lightweight material 28 is filled in the steel member 2 to reduce the dead load of the SRC block 1.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供钢/混凝土复合结构的预应力混凝土楼板桥梁，使用减钢成本降低成本，缩短施工期，因为需要提供施工成本增加的可能性由于由所谓的WIB（Walztraenger in Beton）建造的钢/混凝土复合桥梁中的梁的重量相对于运输的不便而导致在混凝土中放置混凝土的RC结构中的抗震结构的横梁，方法。解决方案：用网22切割的H型钢21（图4所示）的分割的T形构件23a，23b以倒T形并列并且由隔膜26连接以制造钢构件2，并且混凝土30被放置以形成在工厂等中制造的SRC块1。铺设SRC块1，预应力混凝土钢丝穿过并张紧以引入预应力。如果需要，在钢构件2中填充轻质材料28以减少SRC块1的静载荷。版权所有：（C）2008，JPO＆INPIT

4. 发明专利

JP2007120051A Composite beam structure made of steel and concrete using composite floor slab and construction method for bridge girder having this structure 审中-公开
标题翻译：使用复合地板的钢和混凝土的复合梁结构和具有该结构的桥梁的构造方法
公开(公告)号：JP2007120051A
公开(公告)日：2007-05-17
申请号：JP2005310738
申请日：2005-10-26
申请人： Dps Bridge Works Co Ltd , Mitsui Eng & Shipbuild Co Ltd , ドーピー建設工業株式会社 , 三井造船株式会社
发明人： TATSUGAMI HISAO , YASUMORI HIROSHI , OKADA NORIKO , KAIDA RYUICHI , NISHIYAMA KENICHI , IDENO MAYUKO
IPC分类号： E01D1/00 , E01D2/02 , E01D19/12 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a beam structure of a bridge beam and a construction method for a bridge girder having this structure for reducing height of the structure, excluding limits on an installation place as much as possible, reducing its weight to reduce cost of materials and cost of conveyance, and shortening a construction term at a construction site as much as possible.
SOLUTION: A concrete lower floor slab 12 is placed at a lower end of a steel web 11 made of a steel plate to connect them, an upper flange 13 made of a steel plate is joined with an upper end by welding, and a dowel 15 is provided on an upper face of the upper flange 13 to manufacture a main beam 10 in a factory. The main beam 10 is carried into the construction site and is stretched over an effective span, and concrete is placed on the upper face of the upper flange 13 to lay the floor slab. At this time, adjacent upper flanges 13 of the main beam 10 are mutually connected by a connection steel plate for width in the direction of bridge axis right angle of the upper flange 13 as required.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种桥梁的梁结构和具有这种结构的桥梁的施工方法，用于减小结构的高度，尽可能地减少安装位置的限制，将其重量减小到降低材料成本和运输成本，尽可能缩短施工现场的施工期限。解决方案：将混凝土下层板12放置在由钢板制成的钢网11的下端以连接它们，由钢板制成的上凸缘13通过焊接与上端接合，并且在上凸缘13的上表面上设置有销15，以在工厂中制造主梁10。主梁10被运送到施工现场并在有效跨度上拉伸，并且将混凝土放置在上凸缘13的上表面上以铺设楼板。此时，主梁10的相邻的上凸缘13根据需要通过连接钢板相互连接，宽度在上凸缘13的桥轴直角方向。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2008169573A Main beam bridge with small number of main beams 审中-公开
标题翻译：主梁桥与主要数量的主体
公开(公告)号：JP2008169573A
公开(公告)日：2008-07-24
申请号：JP2007002098
申请日：2007-01-10
申请人： Mitsui Eng & Shipbuild Co Ltd , 三井造船株式会社
发明人： NISHIYAMA KENICHI , MATSUMOTO TAKUMI
IPC分类号： E01D2/02
摘要： PROBLEM TO BE SOLVED: To enhance a manufacturing cost reduction effect on a main beam bridge with as small as two or three main beams using PC floor slabs.
SOLUTION: In this main beam bridge, the reinforced concrete floor slabs 4 in which main reinforcements are arranged generally parallel to the axial direction of the bridge are supported by two or three main beams 1 and lateral beams 2 connecting the main beams 1 to each other on at least four sides. The lateral beams 2 are formed of trusses.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提高使用PC楼板的具有小至两个或三个主梁的主梁桥的制造成本降低效果。解决方案：在该主梁桥中，主要加强件大致平行于桥的轴向布置的钢筋混凝土楼板4由连接主梁1的两个或三个主梁1和横梁2支撑至少四面相互对峙。横梁2由桁架形成。版权所有（C）2008，JPO＆INPIT

6. 发明专利

JP2004324340A Steel shell for footing foundation, structure of bridge, construction method of bridge, and construction method of grade separation viaduct 有权
标题翻译：钢结构基础，桥梁结构，桥梁施工方法，等级分离施工方法
公开(公告)号：JP2004324340A
公开(公告)日：2004-11-18
申请号：JP2003123634
申请日：2003-04-28
申请人： Mitsui Eng & Shipbuild Co Ltd , Nishimatsu Constr Co Ltd , 三井造船株式会社 , 西松建設株式会社
发明人： MAEDA SHOICHI , MORITA KENSHI , KAIDA RYUICHI , NISHIYAMA KENICHI
IPC分类号： E02D27/00 , E01C1/04 , E01D19/02 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a steel shell for a footing foundation applied in constructing a grade separation viaduct at an existing intersection to contribute to relief of traffic congestion, shortening of a construction period and reduction of a construction cost, and to provide the structure of a bridge, a construction method of the bridge, and a construction method of the grade separation viaduct.
SOLUTION: The steel shells 21a, 21B of approximately box shape for the footing foundations are used to construct the footing foundations 2A, 2B of steel bridge piers 3A-3C. The steel shells 21A, 21B are constituted to allow concrete 22 to be filled after mounting the steel bridge piers 3A-3C and to have strength and support areas that can support the load of the steel bridge piers 3A-3C and bridge upper works 4A, 4B, 4E, 4J laid thereon.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于在现有交叉口建造分级高架桥的基础基础用钢壳，有助于缓解交通拥堵，缩短施工期和降低施工成本，以及提供桥梁的结构，桥梁的施工方法，等级分离高架桥的施工方法。解决方案：用于基础基座的大致箱形的钢壳21a，21B用于构造钢桥墩3A-3C的基础基座2A，2B。钢壳21A，21B构成为在安装钢桥墩3A-3C之后填充混凝土22，并且具有能够支撑钢桥墩3A-3C的载荷并桥接上部工件4A的强度和支撑区域， 4B，4E，4J。版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JP2008240429A Pc floor panel box girder bridge 审中-公开
标题翻译：电脑面板盒子GIRDER BRIDGE
公开(公告)号：JP2008240429A
公开(公告)日：2008-10-09
申请号：JP2007084606
申请日：2007-03-28
申请人： Mitsui Eng & Shipbuild Co Ltd , 三井造船株式会社
发明人： NISHIYAMA KENICHI , SAKAI MASAKAZU
IPC分类号： E01D2/04
摘要： PROBLEM TO BE SOLVED: To provide a box girder bridge with an open section which is constructed by connecting upper and lower PC floor panels with a web made of an FRP board and arranging reinforcements for the upper and lower PC floor panels without causing the reinforcements to penetrate the web.
SOLUTION: The web made of the FRP board is placed between the upper and lower PC floor panels to connect them. Tabular anchor members are set projected on the upper end side and the lower end side of the web, respectively. The reinforcements are arranged without causing the reinforcements to penetrate the web, and are buried with the anchor members in concrete forming the floor panels.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有开口部分的箱梁，其通过将上下PC底板与由FRP板制成的腹板连接而构成，并且为上下PC底板设置增强件而不引起加强物渗透网。
解决方案：由FRP板制成的网布放置在上下PC地板之间，以连接它们。片状锚定构件分别投影在幅材的上端侧和下端侧。加强件被布置成不会使加强件穿透幅材，并且将锚固构件埋在形成地板的混凝土中。版权所有（C）2009，JPO＆INPIT

8. 发明专利

JP2004285799A Construction method of bridge section side span of multi-level crossover road 审中-公开
公开(公告)号：JP2004285799A
公开(公告)日：2004-10-14
申请号：JP2003082339
申请日：2003-03-25
申请人： Mitsui Eng & Shipbuild Co Ltd , 三井造船株式会社
发明人： KAIDA RYUICHI , NISHIYAMA KENICHI , KUSUNOKI YOSHIHIRO
IPC分类号： E01C1/04 , E01D2/04 , E01D21/00 , E01D21/08
摘要： PROBLEM TO BE SOLVED: To provide a method of reducing the term of works to thereby solve the problem that two lanes from the center are close up to cause a traffic jam during a long period of time to the completion of a multi-level crossover separation road.
SOLUTION: In the multi-level crossover road Ba composed of a bridge part 3 formed of a central span 1 and side spans 2a, 2b and approach parts 4a, 4b, a work zone 7 is formed in the central area of the road for disposing the side spans 2a, 2b, a bridge pier 8 are erected on the work zone 7, two or more unit side span blocks 10a are formed, two or more support devices 9 are disposed in the work zone 7, the two or more unit side span blocks 10a are supported by the support device 9, the unit span blocks 10a are joined to form a side span block 21, the side span block 21 is lowered and disposed on the bridge pier 8 after a steel base slab 19 is rotated substantially horizontally.
COPYRIGHT: (C)2005,JPO&NCIPI

9. 发明专利

JP2008184846A Reinforced concrete slab bridge having small number of main girders 有权
标题翻译：加固的混凝土桥梁有小数量的主要女孩
公开(公告)号：JP2008184846A
公开(公告)日：2008-08-14
申请号：JP2007020573
申请日：2007-01-31
申请人： Mitsui Eng & Shipbuild Co Ltd , 三井造船株式会社
发明人： NISHIYAMA KENICHI , SAKAI MASAKAZU
IPC分类号： E01D2/02 , E01D19/12
摘要： PROBLEM TO BE SOLVED: To provide a reinforced concrete slab bridge having a small number of main girders, which solves the problem of fatigue crack having occurred in an upper flange of a transverse girder.
SOLUTION: The reinforced concrete slab bridge 10 having a small number of main girders is constructed by setting the plurality of transverse girders 12 between the plurality of main girders 11 at predetermined intervals in a bridge axial direction, and setting a reinforced concrete floor slab 13 on the transverse girders 12. Herein each transverse girder 12 is formed of a lower flange 21, a web 22 erected on the lower flange 21, a joint portion 23 extending upward of the web 22 and embedded in the reinforced concrete floor slab 13, and a number of holes 24 bored therein along an upper side of the joint portion 23.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有少量主梁的钢筋混凝土板桥，其解决了在横梁的上凸缘中发生的疲劳裂纹的问题。解决方案：具有少量主梁的钢筋混凝土板桥梁10通过在多个主梁11之间以桥轴方向以预定间隔设置多个横梁12而构成，并且设置钢筋混凝土地板横梁8上的板坯13.这里各横梁12由下凸缘21，竖立在下凸缘21上的腹板22，从腹板22向上延伸并嵌入钢筋混凝土楼板13中的接合部23形成，以及沿着接合部23的上侧钻孔的多个孔24.版权所有（C）2008，JPO＆INPIT

10. 发明专利

JP2004324343A Raised subgrade, and structure of approach section of grade separation viaduct 审中-公开
公开(公告)号：JP2004324343A
公开(公告)日：2004-11-18
申请号：JP2003123653
申请日：2003-04-28
申请人： Mitsui Eng & Shipbuild Co Ltd , Nishimatsu Constr Co Ltd , 三井造船株式会社 , 西松建設株式会社
发明人： TANNAI MASATOSHI , KOMIYA KIICHI , KAIDA RYUICHI , NISHIYAMA KENICHI
IPC分类号： E02D17/18 , E01C1/04 , E01C3/00
摘要： PROBLEM TO BE SOLVED: To provide a raised subgrade applied in constructing a grade separation viaduct at an existing intersection to contribute to relief of traffic congestion, shortening of a construction period and reduction of a construction cost, and to provide the structure of an approach section of the grade separation viaduct.
SOLUTION: The raised subgrade 1 is constructed by excavating an existing subgrade 2, and piling up plastic foam blocks (EPS blocks) 4 and other members almost vertically on the excavated bottom face 3 so that the weight is almost equal to the excavated sediment. Posts 5 are erected on both sides of the subgrade 2. A fastening wire 6 is allowed to pass through the uppermost part of the stacked plastic foam blocks 4, and both end parts 6a are fastened to the posts 5. It is preferable to lay sand 7 and planks 8 between the excavated bottom face 3 and the plastic foam blocks 4 and to lay planks 9 also on the plastic foam blocks 4. It is further preferable to mount decorative plates 10 to the sides of the plastic foam blocks 4.
COPYRIGHT: (C)2005,JPO&NCIPI

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