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1. 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

2. 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

3. 发明专利

JP2005344356A Concrete sheet pile 有权
标题翻译：混凝土桩
公开(公告)号：JP2005344356A
公开(公告)日：2005-12-15
申请号：JP2004164702
申请日：2004-06-02
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： ITO YUICHI , SHIMOMURA TAIZO , NAKANISHI HOMARE , TORII YOSHIYUKI , YONEDA TOKIHIKO
IPC分类号： E02D5/12 , E02D5/10
摘要： PROBLEM TO BE SOLVED: To provide a concrete sheet pile to which the other concrete sheet pile can be firmly joined by securing the sufficient joining force of a joint member mountable to the other concrete sheet pile without being influenced by the shape of a joint face to which the other concrete sheet pile is joined, or reinforcing bars arranged inside.
SOLUTION: The concrete sheet pile 10 is provided with a sheet pile body 11 formed of precast concrete, and a joint member 20 mounted to the outer surface of the sheet pile body 11. The other concrete sheet pile 10' can be joined to the sheet pile body 11 by mounting the other concrete sheet pile 10' to the joint member 20. A recessed part 16 is formed in the outer surface of the sheet pile body 11, and a projecting part 23 engaged with the recessed part 16 of the sheet pile body 11 is formed at the inner surface of the joint member 20.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种混凝土板桩，通过确保可安装到另一混凝土板桩的接合构件的足够的接合力而不受其形状的影响，可以使另一混凝土板桩牢固地接合另一个混凝土板桩连接的接合面或布置在其内的钢筋。解决方案：混凝土板桩10设置有由预制混凝土形成的板桩体11和安装在板桩体11的外表面上的接头构件20.另一个混凝土板桩10'可以接合通过将另一个混凝土板桩10'安装到接头构件20上而在片状桩体11上。在片材桩体11的外表面上形成凹部16，并且与凹部16接合的突出部23 片状桩体11形成在接合构件20的内表面。版权所有（C）2006，JPO＆NCIPI

4. 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

5. 发明专利

JP2005336948A Concrete sheet pile 审中-公开
标题翻译：混凝土桩
公开(公告)号：JP2005336948A
公开(公告)日：2005-12-08
申请号：JP2004160730
申请日：2004-05-31
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： SHIMOMURA TAIZO , ITO YUICHI , TORII YOSHIYUKI , YONEDA TOKIHIKO
IPC分类号： E02D5/14 , E02D5/10
摘要： PROBLEM TO BE SOLVED: To provide a concrete sheet pile capable of tensing a joining membr provided across the other concrete sheet pile simply and tightly when joining the other concrete sheet pile and joining the other concrete sheet pile firmly by letting tension force by the joining member act effectively for the joining part.
SOLUTION: This concrete sheet pile 10 is made from precast concrete in which a join face 21a and a channel 14 extending in the vertical direction are formed. It has a mounting hole 24 communicating with the inside of the channel 14 from the join face 21a in the same direction as the direction of joining of the other concrete sheet pile 10. One end of a bolt member 50 (joining member) inserted into the mounting hole 24 is fixed in the channel 14, and the other end is fixed on the other concrete sheet pile 10 to tense the bolt member 50 and join the other concrete sheet pile 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，其能够在连接另一混凝土板桩时简单紧固地拉紧设置在另一混凝土板桩上的接合件，并通过使张力由接合部件对接合部件有效地起作用。解决方案：该混凝土板桩10由预制混凝土制成，其中形成了沿垂直方向延伸的接合面21a和槽道14。它具有一个安装孔24，该安装孔24与接合面21a沿着与另一个混凝土板桩10的接合方向相同的方向从通道14的内部连通。螺栓构件50（接合构件）的一端插入安装孔24固定在通道14中，另一端固定在另一个混凝土板桩10上，以拉紧螺栓构件50并连接另一个混凝土板桩10.版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2007177433A Portal precast concrete drain structure, drain system using the portal precast concrete drain structure and portal member used for precast concrete drain structure 审中-公开
标题翻译：门槛预制混凝土排水结构，排水系统使用门槛预制混凝土排水结构和用于预制混凝土排水结构的门槛构件
公开(公告)号：JP2007177433A
公开(公告)日：2007-07-12
申请号：JP2005374916
申请日：2005-12-27
申请人： Geostr Corp , Maruei Concrete Industries Co Ltd , Sekisui Chem Co Ltd , ジオスター株式会社 , 丸栄コンクリート工業株式会社 , 積水化学工業株式会社
发明人： IDE SEIKI , KISHIYA KOICHI , SOMA MINORU , TORII YOSHIYUKI , YONEI JIRO , NAKAJIMA TAKASHI
IPC分类号： E03F5/04 , E01C5/06
摘要： PROBLEM TO BE SOLVED: To provide a portal precast concrete drain structure, a drain system using the portal precast concrete drain structure and a portal member used for the portal precast concrete drain structure, superior in construction workability, and capable of efficiently recovering and draining sediment.
SOLUTION: Arm parts 16c and 16c having a pair of steps parts 16d and 16d on the upper surface side, respectively, are and integrally projected outward from respective outside surfaces of both right-left leg members 16 and 16 of the portal member 13, respectively. A position in the height direction of the upper surface of these steps 16d is positioned downward by the thickness of a paving precast concrete plate material 15 from the upper surface 14 of the portal member 13. FRP plate materials 20, etc. as a resin reinforced plate material are stuck to inside surfaces 16e and 16e of both right and left legs 16 and 16 on the lower side of the steps 16d by facing a water communication passage space 18.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供门式预制混凝土排水结构，使用入口预制混凝土排水结构的排水系统和用于门架预制混凝土排水结构的入口构件，施工作业性优良，能够有效回收并排放沉积物。解决方案：分别在上表面侧具有一对台阶部分16d和16d的臂部分16c和16c从入口构件的左右腿部件16和16的相应外表面向外一体地突出 13。这些台阶16d的上表面的高度方向的位置从入口构件13的上表面14向下定位在铺路预制混凝土板材15的厚度上。作为树脂增强件的FRP板材20等板材通过面对水连通通道空间18而被粘附在台阶16d的下侧的左右腿16和16的内表面16e和16e中。（C）2007，JPO＆INPIT

7. 发明专利

JP2007332599A Conduit laying method 有权
标题翻译： CONDIIT LAYING方法
公开(公告)号：JP2007332599A
公开(公告)日：2007-12-27
申请号：JP2006163734
申请日：2006-06-13
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： SO RYUSUKE , NONODA YOSHINARI , KARAKI HIROSHI , ODAKA TAKESHI , TORII YOSHIYUKI , YONEDA TOKIHIKO , SERIZAWA SHINICHI
IPC分类号： E03F3/06
摘要： PROBLEM TO BE SOLVED: To provide a conduit laying method for laying a conduit formed of box culverts or the like by horizontal pulling using steel balls, wherein the method positively and safely achieves the horizontal pulling of pipe bodies such as the box culverts in an inclined section arranged in a conduit laying zone.
SOLUTION: According to the method, the plurality of box culverts which are to be connected together to constitute the conduit 1, are carried in an earth retaining space, and laid on rail surfaces 10 which are formed on foundation concrete 13 constructed with a predetermined inclination in a direction that longitudinally crosses the earth retaining space, by dispersing the steel balls 11 in the rail surfaces 10. In order to move the box culvert 1 to a predetermined connecting location by virtue of rolling of the steel balls 11, by horizontally pulling the box culvert 1 supported on the steel balls 11, a steel ball location holding layer 20 formed of a hydraulic setting material having a predetermined thickness is applied to each rail surface 10 by moving the box culvert 1, and the location of each steel ball 11 is held by embedding part of the steel ball 11 in the steel ball location holding layer 20.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于通过钢球水平牵引来形成由箱涵等形成的导管的导管铺设方法，其中该方法积极且安全地实现诸如盒式涵洞的管体的水平拉动在布置在导管铺设区域中的倾斜部分中。解决方案：根据该方法，要连接在一起以构成导管1的多个箱式涵洞承载在接地保持空间中，并铺设在形成在基础混凝土13上的轨道表面10上，该基础混凝土13由通过将钢球11分散在轨道表面10中，沿纵向穿过接地保持空间的方向上的预定倾斜度。为了通过钢球11的滚动将箱涵1移动到预定的连接位置，通过水平拉动支撑在钢球11上的箱涵1，通过移动箱涵1将每个钢轨表面10施加一个由具有预定厚度的液压固定材料形成的钢球位置保持层20，并且每个钢的位置球11通过将钢球11的一部分嵌入钢球位置保持层20来保持。版权所有（C）2008，JPO＆INPIT

8. 发明专利

JP2007315024A Split type box culvert 审中-公开
标题翻译：分体式盒子CULVERT
公开(公告)号：JP2007315024A
公开(公告)日：2007-12-06
申请号：JP2006145446
申请日：2006-05-25
申请人： Geostr Corp , ジオスター株式会社
发明人： TORII YOSHIYUKI , KUBOTA SHINICHI , UCHIDA MITSUHIKO
IPC分类号： E03F3/04
摘要： PROBLEM TO BE SOLVED: To provide a split type box culvert which is enhanced in versatility of a form by simplifying and unifying the shapes of component members thereof, to thereby achieve economical construction of the ultra-large box culvert.
SOLUTION: The box culvert is formed of the plurality of circumferentially split component members, and has an intermediate wall. The box culvert is formed of: a pair of L-shaped bottom slabs 1 and a pair of L-shaped top slabs 2 which are formed like the ell as viewed in an axial direction and set on both sides of an axial axis; a pair of T-shaped bottom and top slabs 3, 4 which are formed like the tee as viewed in the axial direction, and set between the L-shaped bottom slabs 1, 1, and the L-shaped top slabs 2, 2, respectively; side slabs 5 which are set between the L-shaped bottom slab 1 and the L-shaped top slab 2, and the T-shaped bottom slab 3 and the T-shaped top slab 4, respectively; and prestressed concrete steel strands 6 which are inserted into the L-shaped bottom slabs 1 and the T-shaped bottom slab 3, and the L-shaped top slabs 2 and the T-shaped top slab 4, respectively. Thus prestressing is introduced to the box culvert by the prestressed concrete steel strands 6.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过简化和统一其部件的形状来提高形状通用性的分体式箱涵，从而实现超大型箱涵的经济性的构造。解决方案：箱涵由多个周向分开的部件构成，并具有中间壁。箱涵由一对L形底板1和一对L形顶板2构成，它们沿轴向方向形成为类似于椭圆形并设置在轴向两侧; 一对沿轴向观察形成为三通的T形底板和顶板3,4设置在L形底板1,1和L形顶板2,2之间，分别; 设置在L形底板1和L形顶板2之间的侧板坯5，以及T形底板3和T形顶板4; 以及分别插入到L形底板1和T形底板3以及L形顶板2和T形顶板4中的预应力混凝土钢丝束6。因此，预应力由预应力混凝土钢筋6引入箱涵。版权所有（C）2008年，JPO＆INPIT

9. 发明专利

JP2009108677A Method for laying pipe-culvert 有权
标题翻译：用于铺设管道的方法
公开(公告)号：JP2009108677A
公开(公告)日：2009-05-21
申请号：JP2009022470
申请日：2009-02-03
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： SO RYUSUKE , NONODA YOSHINARI , KARAKI HIROSHI , ODAKA TAKESHI , TORII YOSHIYUKI , YONEDA TOKIHIKO , SERIZAWA SHINICHI
IPC分类号： E03F3/06 , E03F3/04
摘要： PROBLEM TO BE SOLVED: To rapidly and safely conduct a lateral laying when laying a pipe-culvert.
SOLUTION: Unit pipe bodies 1 fitting supporting members 12 by flat-head bolts in square-bar projecting-shaped composite members previously filling the insides of shape steel having at least undersides and side faces having sizes shorter than lengths in the extension direction of the unit pipe bodies 1 along the extension direction of the pipe-culvert and being surrounded by steel materials with mortar on the underside of an underground space and unifying and solidifying the shape steel and mortar are carried into the underground space formed along the extension direction of the pipe-culvert. Support members 12 are point-supported by steel balls 11 rotatably housed in U-shaped channel rails 10. The unit pipe bodies 1 placed on the steel balls 11 are drawn laterally, and moved up to a predetermined connection position, following the rotation of the steel balls and unifying the unit pipe bodies 1 in the extension direction sequentially to construct a pipe-culvert unified in the extending direction. The steel balls 11 are housed in the channel rails 10 so that a mean plane occupying ratio shows a range within 20 to 50%.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：铺设管道涵洞时，要快速，安全地进行横向铺设。
解决方案：单元管体1通过平头螺栓在方棒突出形状的复合构件中装配支撑构件12，其预先填充形状钢的内部，其至少具有尺寸小于延伸方向上的长度的下侧和侧面单元管体1沿着管涵的延伸方向，被地下空间下侧的砂浆围绕的钢质材料，并将钢和砂浆形状统一固化，沿着延伸方向形成的地下空间的管涵。支撑构件12由可旋转地容纳在U形通道轨道10中的钢球11点支撑。放置在钢球11上的单元管体1横向拉出，并且随着其旋转而向上移动到预定的连接位置钢珠，并沿着延伸方向顺序地组合单体管体1，构成沿延伸方向一体化的管 - 涵。钢球11容纳在通道轨道10中，使得平均平面占有率显示在20％至50％之间的范围内。版权所有（C）2009，JPO＆INPIT

10. 发明专利

JP2007262848A Laying method for pipe culvert 有权
标题翻译：管道切割方法
公开(公告)号：JP2007262848A
公开(公告)日：2007-10-11
申请号：JP2006092854
申请日：2006-03-30
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： SO RYUSUKE , NONODA YOSHINARI , KARAKI HIROSHI , ODAKA TAKESHI , TORII YOSHIYUKI , YONEDA TOKIHIKO , SERIZAWA SHINICHI
IPC分类号： E03F3/06
摘要： PROBLEM TO BE SOLVED: To provide a laying method for a pipe culvert wherein a porosity per a rail unit length falls into a predetermined range when disposing steel balls in a concave groove of a horizontally-pulled rail. SOLUTION: A unit pipe 1 under which surface a support member 12 is mounted is brought into the underground space formed in the extension direction of the pipe cluvert. The support member 12 is supported by a number of steel balls 11 housed rollably in a concave-groove shaped rail 10 embedded in a foundation concrete 13 in its extension direction and its width direction. The unit pipe 1 is pulled horizontally via the support member 12 and moved up to a predetermined position along with rolling of the steel balls 11, so that the unit pipes 1 are integrated with each other in the extension direction. Furthermore, when a grout material is filled between the unit pipe and the foundation concrete 13 for integrating the pipe culvert with the foundation concrete 13, the steel balls 11 are housed in the concave groove of the rail 10 in such a way that their average plane-occupied ratio within the laid range of the rail 10 is 20-50%. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种管夹的铺设方法，其中当将钢球放置在水平拉动的轨道的凹槽中时，每个轨道单元长度的孔隙率落入预定范围内。解决方案：安装有支撑构件12的表面的单元管1被带入沿着管道的延伸方向形成的地下空间。支撑构件12由多个钢球11支撑，钢球11可滚动地容纳在埋设在基础混凝土13中的凹槽形轨道10中，该凹槽状导轨沿其延伸方向和宽度方向。单元管1经由支撑构件12水平拉动，并与钢球11的滚动一起移动到预定位置，使得单元管1沿延伸方向彼此一体化。此外，当在单体管和用于将管涵和基础混凝土13整合的基础混凝土13之间填充灌浆材料时，钢球11以这样的方式容纳在轨道10的凹槽中，轨道10的铺设范围内的占空比为20-50％。版权所有（C）2008，JPO＆INPIT

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