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1. 发明专利

JP2008057109A Anchoring device for tendon and anchoring method for tendon 有权
标题翻译：用于TENDON的锚固和锚固方法的锚固装置
公开(公告)号：JP2008057109A
公开(公告)日：2008-03-13
申请号：JP2006231562
申请日：2006-08-29
申请人： Fuji Ps Corp , Se Corp , 株式会社エスイー , 株式会社富士ピー・エス
发明人： TANAKA YASUCHIKA , KIBE HIROSHI , KAWADA HIROSHI
IPC分类号： E04G21/12
摘要： PROBLEM TO BE SOLVED: To anchor a tension member in an already constructed structural body even when a space for rotating the tendon cannot be ensured on the outside of the structural body and the tendon has no sufficient torsional rigidity. SOLUTION: This anchoring device 1 for anchoring the tendon 9 to be anchored in the structural body 8 after constructing the structural body 8 is composed of an anchoring member 2 to be buried in the structural body 8 rotatably and a pipe member 3 having such inside diameter that allows insertion of the tendon 9, connected with the anchoring member 2 at one end, exposed on a surface of the structural body 8 at the other end, and arranged in the structural body 8 to rotate together with the anchoring member 2. By rotating the pipe member 3, the anchoring member 2 is rotated. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：即使在结构体的外侧不能确保用于旋转腱的空间的情况下，也可以将已经构造的结构体中的张紧构件锚固，并且腱没有足够的扭转刚性。解决方案：在构造结构体8之后，锚固在结构体8中的锚固装置1的锚固装置1由可旋转地埋在结构体8中的锚固构件2和具有这样的内径允许在一端与固定构件2连接的腱9在另一端暴露在结构体8的表面上，并且布置在结构体8中以与锚定构件2一起旋转通过旋转管构件3，锚定构件2旋转。版权所有（C）2008，JPO＆INPIT

2. 发明专利

JP2008150950A Grout filling method of construction and filling device therefor 审中-公开
标题翻译： GROUT填充方法及其填充装置
公开(公告)号：JP2008150950A
公开(公告)日：2008-07-03
申请号：JP2008085982
申请日：2008-03-28
申请人： Se Corp , 株式会社エスイー
发明人： OTA MINORU , KIBE HIROSHI , KAWADA HIROSHI
IPC分类号： E04G21/12
摘要： PROBLEM TO BE SOLVED: To provide a grout filling method of construction and a filling device therefor which can remove air or the like existing inside of a grout member before infusion, which can prevent generation of air gathering even when a preceding flow phenomenon occurs, and which can perform the grout execution tightly and securely.
SOLUTION: The grout filling device 1 consists of a grout mixer 2, an infusion pump 4, and a vacuum pump 5. The grout mixer 2 mixes the grout member, and the infusion pump 4 connected to the grout mixer delivers the mixed grout member to the opening on one end side of a sheath by applying pressure and infuses the mixed grout member into the sheath. Then the vacuum pump 5 is provided by being connected to the opening on the other end side of the sheath which is placed across the sheath from the infusion pump, and the vacuum pump 5 reduces he pressure in the sheath. A deforming device 6 used for deforming air bubbles contained in the grout member is provided to the space between the grout mixer 2 and the infusion pump 4.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种施工的灌浆方法及其填充装置，其可以在输注之前除去存在于灌浆部件内部的空气等，这即使在先前的流动现象发生，并且可以紧密和牢固地执行灌浆执行。解决方案：灌浆装置1由灌浆混合器2，输注泵4和真空泵5组成。灌浆混合器2混合灌浆构件，连接到灌浆混合器的输注泵4输送混合通过施加压力将浆料部件施加到护套的一端侧的开口，并将混合的浆料部件注入护套中。然后，真空泵5通过连接到护套的另一端侧的开口而被设置成从输液泵穿过护套，并且真空泵5减小了护套中的压力。在灌浆混合器2和输液泵4之间的空间设置有用于使包含在灌浆构件中的气泡变形的变形装置6。（C）2008，JPO＆INPIT

3. 发明专利

JP2002356814A CONSTRUCTION METHOD OF BRIDGE PC FLOOR SLAB 失效
公开(公告)号：JP2002356814A
公开(公告)日：2002-12-13
申请号：JP2001165233
申请日：2001-05-31
申请人： SE CORP
发明人： SUZUKI AKIYOSHI , SATO HIROYUKI , KAWADA HIROSHI
IPC分类号： E01D19/12 , E01D1/00 , E01D2/00 , E01D19/16 , E01D21/00 , E01D101/26 , E01D101/28
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a bridge PC floor slab capable of carrying out split construction for reducing a construction period for the construction method providing bridge axial prestress on the bridge PC floor slab in e.g. expressway, motorway or the like when it is constructed on a main girder erected between piers. SOLUTION: The construction method of the bridge PC floor slab 1 constructed on the main girder by fitting the longitudinal direction of the floor slab in the direction at right angles to the bridge axis to neighbor the direction of the bridge axis is so constituted that the PC floor slab 1 is divided to construct and that the bridge axial prestress is provided every divided PC floor slab divided body.

4. 发明专利

JP2002161513A BOX GIRD WITH VENT HOLE PREVENTING DEW CONDENSATION 失效
公开(公告)号：JP2002161513A
公开(公告)日：2002-06-04
申请号：JP2000359308
申请日：2000-11-27
申请人： SE CORP
发明人： SUZUKI AKIYOSHI , KAWADA HIROSHI
IPC分类号： E01D19/08 , E01D2/04 , E01D19/00
摘要： PROBLEM TO BE SOLVED: To provide a box girder having a composite structure of steel or steel and concrete like a continuous girder for instance, which is constructed in a low cost and can prevent dew condensation in the inside. SOLUTION: In a box girder supported at both end support points, the box girder 1 is provided with one or more vent holes for preventing dew condensations at positions where defects on structural dynamics between the support points of a web 3 or a floor slab 4 are not brought.

5. 发明专利

JP2002088717A SADDLE STRUCTURAL BODY AT MAIN TOWER OF CABLE-STAYED BRIDGE 失效
公开(公告)号：JP2002088717A
公开(公告)日：2002-03-27
申请号：JP2000280740
申请日：2000-09-14
申请人： SE CORP
发明人： SUZUKI AKIYOSHI , SATO HIROYUKI , KAWADA HIROSHI
IPC分类号： E01D19/10 , E01D11/00 , E01D11/04 , E01D19/14
摘要： PROBLEM TO BE SOLVED: To provide an inner pipe movement stopping means easily and with a high workability with respect to a saddle structural body of a main tower supporting a long diagonal cable for a cable-stayed bridge, an extra-doused bridge or the like. SOLUTION: This is a saddle structural body in a main tower of the cable- stayed bridge comprising an outer pipe 6 strongly adhered to the main tower, an inner pipe 7 inserted to the outer pipe in a freely inserting and disengaging manner with inner thread 7a at the end portion in the inner pipe, a pipe-shaped bolt 8 having a screw portion 8a screwed to the inner screw 7a of the inner pipe and a flange portion 8b contacting to the end surface of the outer pipe, and a porous spacer 9 internally installed to the pipe-shaped bolt.

6. 发明专利

JP2003184311A GROUT DEVICE AND GROUTING METHOD 有权
公开(公告)号：JP2003184311A
公开(公告)日：2003-07-03
申请号：JP2001382945
申请日：2001-12-17
申请人： SE CORP
发明人： SUZUKI AKIYOSHI , HIRAYAMA AKIRA , KAWADA HIROSHI
IPC分类号： E01D19/10 , E01D1/00 , E01D2/00 , E01D101/24 , E01D101/26 , E01D101/28 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To provide a grout device and a grouting method capable of preventing such a problem that a grout is absorbed by a vacuum pump for the grout device filling the grout for rustproof treatment of a tension cable in a sheath embedded in a concrete structure. SOLUTION: The grout device 1 for filling the grout by decompressing a grout region of an object intended for grouting by using a grouting device and the vacuum pump provides a grout storage tank 2 between the vacuum pump 22 and the grout region (a). COPYRIGHT: (C)2003,JPO

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