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1. 发明专利

JP2008018933A Pontoon construction method 有权
标题翻译： PONTOON构造方法
公开(公告)号：JP2008018933A
公开(公告)日：2008-01-31
申请号：JP2007157361
申请日：2007-06-14
申请人： Dps Bridge Works Co Ltd , ドーピー建設工業株式会社
发明人： ANDO MAMORU , HAMADA YUZURU , TAMURA SEI
IPC分类号： B63B35/38
摘要： PROBLEM TO BE SOLVED: To provide a pontoon construction method for constructing a pontoon by joining concrete blocks with each other, in which conventional launching facilities are not necessary, construction cost and transport cost are reduced, construction efficiency is improved due to simple joining structure, introduction of prestress for integrating the blocks is facilitated, and work efficiency, water stopping performance, etc., are improved. SOLUTION: Precast blocks 1 of an angular cylinder form in the joining direction are produced in a factory or a nearby factory to a pontoon installation place. Lower parts of end openings of the blocks 1 are closed by stopping plates 2 to generate buoyancy, and they are put to float on the surface. The blocks floating on the surface are pulled by a puller device 3 to be joined with each other, and an external cable type tension member 7 is disposed to be continuous in the joining direction in the blocks joined with each other. The tension member 7 is tensed to integrate the block 1 with each other. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种用于通过连接混凝土块来建造浮筒的浮筒施工方法，其中不需要常规的发射设施，降低了施工成本和运输成本，因为简单的施工效率得到改善接合结构，引入用于集成块的预应力，提高了工作效率，止水性能等。
解决方案：在工厂或附近的工厂中，在连接方向上的角圆筒形式的预制块1在浮筒安装位置生产。块体1的端部开口的下部通过停止板2而闭合而产生浮力，并且将其浮在表面上。浮动在表面上的块被牵引装置3牵引以彼此接合，并且外部电缆型张紧构件7被布置成在彼此接合的块中沿连接方向连续。张紧构件7被拉紧以使块1彼此一体化。版权所有（C）2008，JPO＆INPIT

2. 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

3. 发明专利

JP2006037992A Linear motion type base isolating device with restoring function 审中-公开
标题翻译：具有恢复功能的线性运动型基座隔离装置
公开(公告)号：JP2006037992A
公开(公告)日：2006-02-09
申请号：JP2004214434
申请日：2004-07-22
申请人： Dps Bridge Works Co Ltd , Yuji Ishiyama , Nec Networks & System Integration Corp , Necネッツエスアイ株式会社 , Servo Technos:Kk , Takeyoshi Uematsu , ドーピー建設工業株式会社 , 株式会社サーボテクノス , 武是植松 , 祐二石山
发明人： ISHIYAMA YUJI , UEMATSU TAKEYOSHI , AOKI YASUO , KOJIMA TEIJI , KURAMOCHI HARUO , TORIYA TAKASHI , NAKAYAMA HIROYUKI , NISHINO YOSHIKATSU , TSUCHIDA YOSHINOBU
IPC分类号： F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a base isolating device using a roller for giving restoring function thereto by drawing the function of a spring having no natural frequency while increasing the stability of the roller subject to torsional moment. SOLUTION: The base isolating device 1 comprises a base 2, a lower table 3 supported on the base 2 so as to be relatively movable in a horizontal direction 1, an upper table 4 supported on the lower table 3 so as to be relatively movable in a horizontal direction intersecting the direction 1, a lower rotor 7 mounted between the base 2 and the lower table 3 and between the lower table 3 and the upper table 4 and laid between springs 5, 6 which elongate during relative movement therebetween to produce restoring force and between the base 2 and the lower table 3 for supporting the lower table 3 so as to be relatively movable in the horizontal direction 1, and an upper rotor 8 laid between the lower table 3 and the upper table 4 for supporting the upper table 4 so as to be relatively movable in the horizontal direction intersecting the direction 1. The axes of the lower rotor 7 and the upper rotor 8 are inclined to their horizontal directions, respectively. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种使用用于赋予其恢复功能的辊的基座隔离装置，通过拉伸具有固有频率的弹簧的功能，同时增加受到扭转力矩的滚子的稳定性。解决方案：基座隔离装置1包括基座2，支撑在基座2上的下台3，以便能够沿水平方向1相对移动，上台4支撑在下台3上，以便于在与方向1相交的水平方向上可相对移动，安装在基座2和下台3之间以及下台3和上台4之间的下转子7，并且放置在弹簧5,6之间，弹簧5,6在相对移动期间延长，产生恢复力，并且在基座2和下台3之间用于支撑下台3，以便能够在水平方向1上相对移动;以及上转子8，其设置在下台3和上台4之间，用于支撑上台4能够在与方向1相交的水平方向上相对移动。下转子7和上转子8的轴线分别相对于其水平方向倾斜。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2003315214A Sensor fitting structure to concrete structure 有权
标题翻译：传感器接头结构混凝土结构
公开(公告)号：JP2003315214A
公开(公告)日：2003-11-06
申请号：JP2002116219
申请日：2002-04-18
申请人： Dps Bridge Works Co Ltd , Taiheiyo Cement Corp , ドーピー建設工業株式会社 , 太平洋セメント株式会社
发明人： UCHIDA MASAKATSU , HAMADA YUZURU
IPC分类号： G01M99/00 , G01N17/00 , G01M19/00
摘要： PROBLEM TO BE SOLVED: To provide structure for fitting a sensor which detects breakage of a tension material used for a prestressed concrete structure, so as to perform high-precision detection and to be exchangeable easily.
SOLUTION: The sensor fitting structure to the concrete structure is composed of a drilled hole 5 formed in the prestressed concrete structure 1 from its surface up to the periphery of the buried position of the tension material 2 towards the position, a cylindrical holder 8 stuck to the internal surface of the drilled hole 5 and made of a material whose elastic coefficient is smaller than that of concrete, a jig 11 to which the sensor 10 fitted in the cylindrical holder 8 in such a way as to be detachable or attachable freely is fitted toward the tension material 2 side at the tip of the jig, and a filler 16 which fills up the cylindrical holder 8.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种用于安装用于检测用于预应力混凝土结构的张力材料断裂的传感器的结构，以便执行高精度检测并且易于更换。解决方案：混凝土结构的传感器装配结构由在预应力混凝土结构1中形成的钻孔5从其表面到拉伸材料2的埋藏位置的周边朝向该位置，圆柱形夹持器 8粘附到钻孔5的内表面，并且由弹性系数小于混凝土的材料制成的夹具11，传感器10以可拆卸的方式装配到圆柱形保持器8中的夹具11 自由地安装在夹具末端处的张力材料2侧，以及填充圆柱形支架8的填料16.版权所有（C）2004，JPO

5. 发明专利

JP2000355906A CONNECTING SECTION STRUCTURE OF CORRUGATED STEEL PLATE AND CONCRETE FLOOR SLAB IN CORRUGATED STEEL-PLATE WEB PC BOX GIRDER BRIDGE 失效
公开(公告)号：JP2000355906A
公开(公告)日：2000-12-26
申请号：JP17089899
申请日：1999-06-17
申请人： DPS BRIDGE WORKS CO LTD
发明人： KAMIHIRA KENJI
IPC分类号： E01D1/00 , E01D2/00 , E01D2/04 , E01D19/12 , E01D101/26 , E01D101/28 , E01D101/30
摘要： PROBLEM TO BE SOLVED: To avoid the change of the size of a PC box girder bridge component, ensuring shear resistance force in the same as or more as a large number of stud dowels are used when the integrality of a corrugated steel plate and a concrete floor slab is assured in the PC box girder bridge in which the corrugated steel plate is used for a web. SOLUTION: Flange plates 5 are welded in the longitudinal direction of the corrugated steel plate 3 at the upper end and lower end of the steel plate 3, perforated steel-plate dowels 6 in a shape that holes 61 are bored at intervals in the longitudinal direction of plates 60 are welded vertically to the flange plates 5 along the longitudinal direction of the flange plates 5 on surfaces on the concrete floor slab 1, 2 sides of each flange plate 5, and the perforated steel-plate dowels 6 are buried into the concrete of concrete floor slabs 1, 2.

6. 发明专利

JPH11107443A EXECUTION OF PRESTRESSED-CONCRETE STEEL PIPE BEAM 失效
公开(公告)号：JPH11107443A
公开(公告)日：1999-04-20
申请号：JP26999497
申请日：1997-10-02
申请人： DPS BRIDGE WORKS CO LTD
发明人： OHIRA MASASHI
IPC分类号： E01D21/00 , E01D2/00 , E04C3/26
摘要： PROBLEM TO BE SOLVED: To improve workability by eliminating the need for the installation of a support and a scaffold at a time when a beam in a large-span structure is erected. SOLUTION: A plurality of steel pipes 1, which are manufactured in length, in which effective spans are partitioned into a plurality of sections, and into which prefabricated bars and sheathes are arranged beforehand, are joined and unified, unified steel-pipe beam members 4 are erected collectively among lower structure, and the insides of the steel-pipe beam members 4 are filled with concrete 5. PC steel materials 6 are inserted into the sheathes 3, the PC steel materials 6 are tensed and concrete 5 is given prestress, and prestressed- concrete steel pipe beams 7 are completed.

7. 发明专利

JP2009298695A Grout material having thixotropic property 有权
标题翻译：具有三面体性质的GROUT材料
公开(公告)号：JP2009298695A
公开(公告)日：2009-12-24
申请号：JP2009185439
申请日：2009-08-10
申请人： Dps Bridge Works Co Ltd , ドーピー建設工業株式会社
发明人： MARUOKA MASATOMO , FUJIWARA HIROMI , EBINA TAKAYUKI , HAMADA YUZURU
IPC分类号： C04B28/02 , C04B18/14 , C04B22/06 , C04B111/70 , E01D1/00 , E04G21/12
CPC分类号： Y02W30/94
摘要： PROBLEM TO BE SOLVED: To provide a grout material having a performance enabling to be filled over the whole length of a sheath without causing a void when after giving tension to a PC (prestressed concrete) steel material used for introducing prestress, the sheath which is to be filled with the grout material for protecting the PC steel material, is arranged in a wave shape within the same vertical plane in the prestressed concrete-made structure.
SOLUTION: A thixotropic property, such that the viscosity is high to such an extent that filling failures such as a flow leaving an unfilled part do not occur under atmospheric pressure, and the viscosity under pressure becomes lower than that under atmospheric pressure to such an extent that the pouring is possible when the pressure is raised from the atmospheric pressure, is given to the grout material by adding 10-15% silica fume to the total weight of powder into the grout material containing water and cement as main ingredient. The viscosity of the grout material is controlled concretely so that the flow value is 100-200 mm and the time of flow of the grout material when pressurized to 0.1 MPa from the atmospheric pressure is 0.5-3.0 sec.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种具有能够在护套的整个长度上填充而不会在对用于引入预应力的PC（预应力混凝土）钢材施加张力之后不产生空隙的性能的灌浆材料，要填充用于保护PC钢材料的灌浆材料的护套在预应力混凝土制造的结构中在相同的垂直平面内以波浪形状布置。解决方案：触变性，使得粘度高到在大气压下不会发生填充故障（例如离开未填充部分的流动）的程度，并且在压力下的粘度变得低于在大气压下通过将10-15％的硅粉以粉末的总重量加入到含有水和水泥作为主要成分的灌浆材料中，从而将压力从大气压力升高到倾倒的程度。具体地控制灌浆材料的粘度，使得流动值为100-200mm，当从大气压力加压至0.1MPa时，灌浆材料的流动时间为0.5-3.0秒。版权所有（C）2010，JPO＆INPIT

8. 发明专利

JP2006248887A Cement composition 有权
标题翻译：水泥组合物
公开(公告)号：JP2006248887A
公开(公告)日：2006-09-21
申请号：JP2005230530
申请日：2005-08-09
申请人： Dc Co Ltd , Dps Bridge Works Co Ltd , ドーピー建設工業株式会社 , 株式会社デイ・シイ
发明人： FUTADO NOBUKAZU , KOIBUCHI KIYOSHI , HIROSHIMA AKIO , SUZUKI SHOICHI , KASHIWAZAKI SHUZO , EBINA TAKAYUKI , HAMADA YUZURU
IPC分类号： C04B28/02 , C04B14/02 , C04B14/10 , C04B22/06 , C04B22/10 , C04B22/14 , C04B24/16 , C04B24/26 , C04B24/38 , C04B111/70 , E04G21/12
CPC分类号： Y02W30/94
摘要： PROBLEM TO BE SOLVED: To provide a cement composition which is used in a grout material or the like, is free from the occurrence of bleeding, exhibits good strength manifestation and has excellent workability so as to be capable of being injected under low injecting pressure, and to provide the grout material using the cement composition.
SOLUTION: The cement composition, which is used in the grout material or the like, consists essentially of a cement-based material containing 0.1-0.5 wt% bentonite to the whole amount of the cement composition, 0.04-0.15 wt% additive such as sodium carbonate for increasing the swelling property of the bentonite and a high performance water reducing agent. An expanding material of ≤6 wt% is further added optionally. In addition, it is effective to add a cellulose-based thickener of about 0.05-0.3 wt% in order to suppress as much as possible the generation of pressurized bleeding water.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：待解决的问题：为了提供一种用于灌浆材料等的水泥组合物，没有渗血的发生，具有良好的强度表现，并且具有优异的可加工性，从而能够在低温下注入注入压力，并使用水泥组合物提供灌浆材料。用于水泥浆料等的水泥组合物基本上由水泥基材料组成，该水泥基材料含有0.1-0.5重量％的膨润土，占整个量的水泥组合物，0.04-0.15重量％的添加剂例如增加膨润土膨胀性能的碳酸钠和高性能减水剂。进一步添加≤6重量％的膨胀材料。此外，添加约0.05-0.3重量％的纤维素类增稠剂是有效的，以便尽可能地抑制加压出血水的产生。版权所有（C）2006，JPO＆NCIPI

9. 发明专利

JP2006097462A Frp plate with anchor implement 有权
标题翻译：具有锚固执行的FRP板
公开(公告)号：JP2006097462A
公开(公告)日：2006-04-13
申请号：JP2005258406
申请日：2005-09-06
申请人： Dps Bridge Works Co Ltd , Kokusai Kensetsu Gijutsu Kenkyusho:Kk , Nippon Steel Composite Co Ltd , ドーピー建設工業株式会社 , 日鉄コンポジット株式会社 , 株式会社国際建設技術研究所
发明人： HAMADA YUZURU , KOJIMA TAKAYUKI , TAKAGI NOBUAKI , KUZUME KAZUHIRO , KOBAYASHI AKIRA , TATEISHI MASAHIRO
IPC分类号： E04C5/07 , E01D22/00
摘要： PROBLEM TO BE SOLVED: To provide an FRP plate with anchor implements miniaturized, reduced in weight and high in pull-out yield strength, improving work efficiency by minimizing the cut depth of a concrete surface in construction. SOLUTION: The FRP plate has an FRP plate member 2 formed of axially extended long plate-like fiber-reinforced plastic of rectangular cross-sectional shape with a width of 35-100 mm and a thickness of 1-4 mm, and the anchor implements 3 integrally mounted to both ends of the FRP plate member 2. The anchor implement 3 has rectangular outer shape comprising short side parts of 30-60 mm and long side parts longer than the short side parts in cross section, and the center part is provided with a hole part 4 having a track-shaped cross section with a width of 40-105 mm and formed in circular arc shape of 5-15 mm in radius at both ends to receive the ends of the FRP plate member 2. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种具有小型化，重量轻和拉拔屈服强度高的锚固工具的FRP板，通过最小化施工中混凝土表面的切割深度来提高工作效率。解决方案：FRP板具有由宽度为35-100mm，厚度为1-4mm的矩形横截面形状的轴向延伸的长板状纤维增强塑料形成的FRP板构件2，锚固装置3一体地安装在FRP板构件2的两端。锚固装置3具有矩形外形，其包括30-60mm的短边部分和比侧面部分长的长边部分，并且中心部部分设置有具有宽度为40-105mm的轨道形横截面的孔部分4，并且在两端形成半径为5-15mm的圆弧形状，以容纳FRP板构件2的端部。版权所有（C）2006，JPO＆NCIPI

10. 发明专利

JP2005306445A Lateral wall members for pre-cast pc tank and joint structure between lateral wall members and bottom plate 有权
标题翻译：预制墙壁会议员PC坦克和侧壁会员与底板之间的联合结构
公开(公告)号：JP2005306445A
公开(公告)日：2005-11-04
申请号：JP2004127530
申请日：2004-04-23
申请人： Dps Bridge Works Co Ltd , ドーピー建設工業株式会社
发明人： KITAJIMA KANJI , OOKA AKIO , KIMURA NORISHIGE , MIYAKE YASUHIRO
IPC分类号： E02D29/045 , B65D88/06 , B65D90/08 , E04H7/20 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To reduce the construction period for completing lateral walls by connecting a pre-cast PC tank lateral wall member with adjacent lateral wall members while joining with a bottom plate in such a way that the lateral wall members can be rotationally displaced relative to the bottom plate.
SOLUTION: In the pre-cast concrete lateral wall members 1 that are installed circumferentially continuously on the reinforced concrete bottom plate 3, and constituting the pre-cast PC tank lateral walls 2 by the introduction of prestress circumferentially, a foot portion 1B having an insert hole 1a through which a fixing member 4 fixed in the bottom plate 3 and projecting from the top end of the bottom plate 3 can be inserted is integrally formed at either the inner circumferential side or outer circumferential side of the lateral walls 2 at the lower end of a body portion 1A having through holes 1b for inserting tension members 12 for introducing prestress circumferentially to the lateral walls 2.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：通过在与底板接合的同时将预制PC罐侧壁构件与相邻的侧壁构件连接，以便侧壁构件可以是这样的方式来减小完成侧壁的施工周期相对于底板旋转移位。解决方案：在钢筋混凝土底板3周向连续安装并通过周向引入预应力构成预制PC罐侧壁2的预浇注混凝土侧壁构件1中，将脚部1B 具有插入孔1a，固定在底板3上并从底板3的顶端突出的固定构件4可以穿过该插入孔1a一体地形成在侧壁2的内圆周侧或外周侧上主体部分1A的下端具有用于插入用于将预应力周向引入侧壁2的张紧构件12的通孔1b。版权所有（C）2006，JPO＆NCIPI

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