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1. 发明专利

JP2010196439A Device and method of conveying precast culvert 有权
标题翻译：输送预测CULVERT的装置和方法
公开(公告)号：JP2010196439A
公开(公告)日：2010-09-09
申请号：JP2009045853
申请日：2009-02-27
申请人： Geostr Corp , Okkusu Jack Kk , Taisei Corp , オックスジャッキ株式会社 , ジオスター株式会社 , 大成建設株式会社
发明人： NISHIDA YASUO , FUNAO AKIHIRO , KUBOTA SHINICHI , KONO SADAMU , KAGEYAMA NOBUKAZU
IPC分类号： E03F3/04
摘要： PROBLEM TO BE SOLVED: To provide a device and a method for conveying a precast culvert to a predetermined position, wherein the precast culvert comprises an upper floor part, a lower floor part and wall faces connecting the both floors and has such a shape that only a center part of the lower floor part, or a center part of the upper floor part in addition to that of the lower floor part is chipped.
SOLUTION: The precast culvert comprises the upper floor part, the lower floor part, and the wall faces connecting both the floors, and has the shape in which only the center part of the lower floor part or the center part of the upper floor part in addition to that of the lower floor part is chipped. The device can convey the precast culvert to the predetermined position. The device includes a carriage 1 placed on rails 2 laid in a center space of the lower floor part, pin-insertion bases 3 arranged on both sides of the carriage 1, and a loading device 13 which is mounted on the carriage 1 and is extensible upward from an upper part of the carriage 1. Pins 33 pushed out of the pin-insertion bases 3 are inserted into a horizontal surface of the side wall A for connection. The loading device 13 can support the upper floor part B of the precast culvert from below.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于将预制涵洞输送到预定位置的装置和方法，其中预制涵洞包括上部地板部分，下部地板部分和连接两个楼层的壁面，并且具有这样的形状，除了下部地板部分的下部部分的中心部分或上部地板部分的中心部分被切削之外，
解决方案：预制涵体包括上部地板部分，下部底部部分和连接两个楼层的壁面，并且具有仅下部部分的中心部分或上部的中心部分的形状地板部分除了下部的部分是碎屑。该装置可以将预制涵洞传送到预定位置。该装置包括：托架1，其放置在放置在下部底板部分的中心空间中的导轨2上，插入底座3布置在滑架1的两侧;以及装载装置13，其安装在滑架1上并且是可伸长的从销插入基座3推出的销33插入侧壁A的水平表面以进行连接。装载装置13可以从下面支撑预制涵洞的上层部分B. 版权所有（C）2010，JPO＆INPIT

2. 发明专利

JP2005325556A Concrete sheet pile 有权
标题翻译：混凝土桩
公开(公告)号：JP2005325556A
公开(公告)日：2005-11-24
申请号：JP2004143137
申请日：2004-05-13
申请人： Geostr Corp , Taisei Corp , ジオスター株式会社 , 大成建設株式会社
发明人： UEDA KENRO , YUGUCHI MASAKI , OHATA YUTAKA , KOYANAGI YOSHIRO , KONO SADAMU , TORII YOSHIYUKI , YONEDA TOKIHIKO
IPC分类号： E02D29/045 , E02D5/10 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a lightweight high-strength concrete sheet pile which can be used as a wall body of a structure, and which enables the floor body of the structure to be simply, surely and rigidly joined.
SOLUTION: In the construction of the structure, the concrete sheet pile 10 is used as the wall body of the structure, after being used as an earth retaining wall. Characteristically, the concrete sheet pile 10 is composed of precast concrete wherein a joint section 20, subject to the jointing of the floor body of the structure, and a recessed groove 21, vertically extended from the joint section 20, are formed; and a base end of a mounting fitting 30 with a leading end 33 capable of being attached to the floor body is embedded in the joint section 20.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种可以用作结构的壁体的轻质高强度混凝土板桩，并且能够简单地，牢固地并且刚性地结合该结构的地板本体。解决方案：在结构的构造中，将混凝土板桩10用作结构的壁体，用作挡土墙。特征地，混凝土板桩10由预制混凝土构成，其中形成有接合部20，其接合结构的地板本体与从接合部20垂直延伸的凹槽21; 并且具有能够附接到地板本体的前端33的安装配件30的基端嵌入在接合部20中。（C）版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2006057424A Concrete sheet pile 有权
标题翻译：混凝土桩
公开(公告)号：JP2006057424A
公开(公告)日：2006-03-02
申请号：JP2004260499
申请日：2004-09-08
申请人： Geostr Corp , Taisei Corp , ジオスター株式会社 , 大成建設株式会社
发明人： MORITA TAIJI , UEDA KENRO , KONO SADAMU , YONEDA TOKIHIKO , TORII YOSHIYUKI
IPC分类号： E02D5/10
摘要： PROBLEM TO BE SOLVED: To provide a concrete sheet pile capable of constructing a side wall without damaging it by an accidental contact to a means of excavation or capable of forming a plane facing an excavation zone. SOLUTION: This concrete sheet pile 1 is used for a retaining wall when building a structure; a main body 2 of the sheet pile is formed by precast concrete; and a protection plate 10 (cover member) covering an inner side surface 5 in the inner side surface 5 so arranged as to face the excavation zone is installed in a detachable manner at the main body 2 of the sheet pile. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够构造侧壁而不会通过意外接触到挖掘装置或能够形成面向挖掘区域的平面的混凝土板桩。解决方案：该混凝土板桩1在构造结构时用于挡土墙; 板桩的主体2由预制混凝土形成; 并且在片材堆的主体2上以可拆卸的方式将覆盖内侧面5的内侧面5的保护板10（盖部件）设置成面向挖掘区域。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2006104784A Concrete sheet pile joint structure 审中-公开
标题翻译：混凝土桩联合结构
公开(公告)号：JP2006104784A
公开(公告)日：2006-04-20
申请号：JP2004293568
申请日：2004-10-06
申请人： Geostr Corp , Seiwa Renewal Works Co Ltd , Taisei Corp , ジオスター株式会社 , 大成建設株式会社 , 成和リニューアルワークス株式会社
发明人： MORITA TAIJI , TOKIDA KAZUYA , KOYANAGI YOSHIRO , SHIMOMURA TAIZO , ITO YUICHI , KONO SADAMU , TORII YOSHIYUKI , YONEDA TOKIHIKO , ENDO KENICHI
IPC分类号： E02D5/12
摘要： PROBLEM TO BE SOLVED: To provide a concrete sheet pile joint structure which can easily and positively bring mutually adjacent concrete sheet piles into intimate contact with each other, and positively prevent the concrete sheet piles from separating from each other.
SOLUTION: According to the concrete sheet pile joint structure, the concrete sheet piles 1, 1' are each formed of precast concrete having a side surface serving as a wall surface of a wall body. One of the concrete sheet piles 1 has an engaging groove 10 formed in an external side surface 4 along a joint surface 7a thereof, and the other concrete sheet pile 1' has an engaging member 20 mounted on an internal side surface 5 thereof, for engaging with the engaging groove 10, whereby the one concrete sheet pile 1 is joined to the other concrete sheet pile 1' when the engaging member 20 is engaged with the engaging groove 10.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种混凝土板桩接头结构，其可以容易且正确地使彼此相邻的混凝土板桩彼此紧密接触，并且可靠地防止混凝土板桩彼此分离。解决方案：根据混凝土板桩接头结构，混凝土板桩1,1'分别由具有侧壁作为壁体壁面的预制混凝土形成。其中一个混凝土板桩1具有沿着其接合表面7a形成在外侧表面4中的接合槽10，另一个混凝土板桩1'具有安装在其内侧表面5上的接合构件20，与接合槽10接合，由此当接合构件20与接合槽10接合时，一个混凝土板桩1接合到另一个混凝土板桩1上。（C）2006年，JPO＆NCIPI

5. 发明专利

JP2005330803A Tunnel structure 有权
标题翻译：隧道结构
公开(公告)号：JP2005330803A
公开(公告)日：2005-12-02
申请号：JP2005179151
申请日：2005-06-20
申请人： Geostr Corp , Okumura Corp , ジオスター株式会社 , 株式会社奥村組
发明人： KONO SADAMU , KAJITANI NORIYUKI , MUKAI HIROYOSHI , MIZUNO TAKASHI
IPC分类号： E21D11/08 , E02D29/05 , E04B1/04
摘要： PROBLEM TO BE SOLVED: To provide a tunnel structure reducing labor required for concrete panel manufacturing work, reducing the weight of a concrete panel and cost, and bearing shearing force caused by outer load as a composite concrete structure of the concrete panels and post-cast concrete. SOLUTION: The concrete panels 1, 1 are assembled on the predetermined low ground. In assembling, corresponding curved through-holes 2, 2 in the panel ends are allowed to butt each other, and a curved connecting steel bar 3 with thread ridges at both ends is inserted through the through-holes 2, 2. A threaded hole in one end of a nut 4 is screwed with each end of the connecting steel bar 3 and tightened to an anchor plate 5 to carry out bolt connection of the concrete panels 1, 1. A steel bar 6 is screwed with a threaded hole in the other end of the nut 4 to form an anchor reinforcement. A form is built up on the back side of the assembled concrete panels 1, 1, and reinforcements are disposed to place the post-cast concrete 7. After the post-cast concrete 7 is hardened, the form is removed, and banking 8 is constructed at the upper part and side part. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种减少混凝土面板制造工作所需的工作的隧道结构，减少混凝土面板的重量和成本，以及由外部负荷引起的作为混凝土板的复合混凝土结构的剪切力，以及后浇混凝土解决方案：混凝土板1,1组装在预定的低地面上。在组装时，使面板端部中的相应的弯曲通孔2,2彼此对接，并且通过通孔2,2插入具有两端的螺纹脊的弯曲连接钢筋3。螺母4的一端与连接钢筋3的每个端部螺纹连接，并被紧固到锚固板5上，以执行混凝土板1,1的螺栓连接。钢筋6与另一个螺纹孔螺纹连接螺母4的端部以形成锚固件。在组装的混凝土面板1,1的背面上形成一种形式，并且设置增强材料以放置后浇铸混凝土7.在后浇注混凝土7硬化之后，形式被移除，并且银行8是在上部和侧部构造。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2004044364A Continuous construction method for tunnel block 有权
标题翻译：隧道式连续施工方法
公开(公告)号：JP2004044364A
公开(公告)日：2004-02-12
申请号：JP2002289993
申请日：2002-10-02
申请人： Ando Corp , Geostr Corp , ジオスター株式会社 , 安藤建設株式会社
发明人： NONODA YOSHINARI , KAKINUMA HIROYUKI , SO RYUSUKE , WATANABE KEIICHI , ODAKA TAKESHI , KONO SADAMU
IPC分类号： E21D11/08
摘要： PROBLEM TO BE SOLVED: To efficiently construct a tunnel lining while maintaining a kinetically stable state by using lining members made of precast concrete.
SOLUTION: A channel-shaped rail 13, whose bottom surface is formed with the angle of inclination, is formed on the top end surface of a side wall concrete 11. A plurality of bearing balls 14, which are kept positioned in a dispersed state in a powdery body 15, are arranged on the surface of the channel-shaped rail 13. An arch member of a tunnel block is assembled on an assembling stand provided at a tunnel pit port in a state that the leg part of the arch is supported inside the rail 13, so that the block may be erected on the inward side of the upper half arch part of the tunnel. The arch member is joined to the arch member, which is erected at the pit port, in a longitudinal direction of the tunnel. A plurality of arch members are sent deep into the tunnel by a propulsive jack to install them. Then the leg part of the arch is fixed onto the side wall concrete 11 together with the rail 13 with a filler at the installation position to construct the tunnel lining.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：通过使用由预制混凝土制成的衬里构件，有效地构建隧道衬砌，同时保持动力学稳定状态。解决方案：在侧壁混凝土11的顶端表面上形成有底面形成有倾斜角的槽状轨道13.多个轴承滚珠14保持定位在分散状态在粉末状体15中，配置在通道状轨道13的表面上。隧道块的拱形构件组装在设置在隧道坑口处的组装台，拱形腿的拱部被支撑在轨道13内，使得块可以竖立在隧道的上半拱部的内侧。拱形构件沿着隧道的纵向方向连接到在坑口处竖立的拱形构件。多个拱形构件通过推进式千斤顶深入隧道，以安装它们。然后将拱脚的腿部与轨道13一起用安装位置的填料固定在侧壁混凝土11上，构成隧道衬砌。版权所有（C）2004，JPO

7. 发明专利

JPH10292552A COMPOSITE CONCRETE STRUCTURE 失效
公开(公告)号：JPH10292552A
公开(公告)日：1998-11-04
申请号：JP10020797
申请日：1997-04-17
申请人： GEOSTR CORP , OKUMURA CORP
发明人： KONO SADAMU , KAJITANI NORIYUKI , MUKAI HIROYOSHI , MIZUNO TAKASHI
IPC分类号： E04B1/61 , E04C2/06 , E04C2/30
摘要： PROBLEM TO BE SOLVED: To increase the working efficiency, by mutually connecting peripheral edges of a plurality of concrete panels and inserting steel bars into connection through holes of the panels and screwing nuts thereon and arranging reinforcements at the rear side face and placing post-cast concrete. SOLUTION: A concrete panel 1 is formed of a concrete panel body 2 and a frame body 3 of the four peripheral edges which are thicker than the panel body 1. And through holes 4 are bored at the right and left thick parts of the frame body 3. The corresponding through holes 4 of adjacent panels 1 are arranged to butt each other and a connecting steel bolt 5a is inserted in the holes and nuts 6 are put on both ends and screwed on anchor plates 7 to connect the panels with the bolts. Then, steel bars 5 are screwed in the screw holes of the other ends of the nuts 6 to arrange anchor rods and reinforcements are arranged at the rear side of the panels 1 and post-cast concrete is placed to construct an arched composite concrete structure. Accordingly, the panel can be lightened and the cost can be reduced.

8. 发明专利

JPH08209606A PRECAST CONCRETE PAVEMENT SLAB AND MANUFACTURE THEREOF 失效
公开(公告)号：JPH08209606A
公开(公告)日：1996-08-13
申请号：JP1591895
申请日：1995-02-02
申请人： GEOSTR CORP
发明人： FUJII KENTARO , KONO SADAMU
IPC分类号： E01C5/06 , B28B1/08
摘要： PURPOSE: To reduce repair frequency of pavement by filling minute aggregate having high specific gravity and wear resistance in a surface layer having higher density than that of a rear surface so as to increase wear resistance. CONSTITUTION: Oxidized slag generated in the steel manufacturing process of an electric furnace is turned into crushed particles while it is melted and cooled rapidly in water mist atmosphere to prepare artificial ceramic aggregate having high specific gravity of 3.0 to 3.9 and wear resistance. Fine aggregate 6 such as water, sand, etc., rough aggregate 7, fine aggregate 5 which is made of artificial ceramic aggregate and has high specific gravity, and admixture are blended into solidification material such as cement, etc., to prepare cement composition. Furthermore, the cement composition is changed into a mold frame 3 and vibration is applied to it by a vibration pedestal 2 supported by an elastic body 1 to precipitate the fine aggregate 5 having high specific gravity on a bottom layer of the mold frame 3 and solidify it so that a PC pavement slab 4 is formed. Consequently, it is possible to manufacture the pavement slab 4 having high wear resistance with high efficiency at low cost because the fine aggregate 5 having high specific gravity is filled in a surface layer in high density.

9. 发明专利

JP2002004782A HOLLOW STRUCTURE 失效
公开(公告)号：JP2002004782A
公开(公告)日：2002-01-09
申请号：JP2000181780
申请日：2000-06-16
申请人： NIPPON ZENITH PIPE , NIPPON HUME CORP , GEOSTR CORP , MATIERE MARCEL
发明人： IWASAKI TAKAO , YAMASHITA KIICHI , KONO SADAMU , KAWAMURA JUNICHI , KIYOHARA KATSUJI
IPC分类号： E21D11/04 , E21D11/08 , E21D11/18
摘要： PROBLEM TO BE SOLVED: To provide a hollow structure permitting economic construction by reducing an initial earth pressure accompanied with the settlement of filled earth immediately after the execution of the work. SOLUTION: Two units of right and left side walls 1 and 1 and at least one unit of a vault 2 arched between the upper end portions of the side walls 1 and 1 are installed in plurality and adjacently in the axial direction of a tunnel and a cushion member 12 is interposed in each joint portion between the side wall 1 and the vault 2.

10. 发明专利

JP2001012193A HOLLOW STRUCTURE 失效
公开(公告)号：JP2001012193A
公开(公告)日：2001-01-16
申请号：JP18514799
申请日：1999-06-30
申请人： GEOSTR CORP , NIPPON ZENITH PIPE , NIPPON HUME PIPE
发明人： IWASAKI TAKAO , YAMASHITA KIICHI , KONO SADAMU
IPC分类号： E21D11/08 , E04B1/32
摘要： PROBLEM TO BE SOLVED: To prevent deviation in the longitudinal direction of a side wall member and an upper form member constituting a hollow structure and prevent deformation. SOLUTION: United parts 16 to be united by placing concrete at site are arranged in the longitudinal direction at a lower fringe of an outer face of a side wall member 4 to connect the side wall members 4 adjacent in the longitudinal direction mutually, and a locking means is provided between a wall side join part of an upper fringe directed in the longitudinal direction of the side wall member 4 and an upper form side join part of each side fringe directed in the longitudinal direction on each side in the direction of width of an upper form member to prevent relative travel of the side wall member 4 and the upper form member to be joined with the side wall member 4 in the longitudinal direction in this hollow structure.

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