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1. 发明专利

JPH11324519A DEVICE FOR ELIMINATING DIFFERENCE IN ATMOSPHERIC PRESSURE BETWEEN INDOOR AND OUTDOOR FOR DOOR IN BUILDING AND THE LIKE 失效
公开(公告)号：JPH11324519A
公开(公告)日：1999-11-26
申请号：JP14212198
申请日：1998-05-07
申请人： TOKYO GAS CO LTD , KAJIMA CORP , TETSUYA KOGYO KK , MIWA LOCK KK
发明人： NAKANO MASABUMI , NEMOTO MITSUO , TADA YUKIO , IZUKURA KOJI , KONOSE MASAAKI
IPC分类号： E06B7/06 , E05F7/08
摘要： PROBLEM TO BE SOLVED: To simply combine main parts (operation members) of a device mounted slidably on a fixed plate and attach a fixed member provided with the operation members to a door simply. SOLUTION: In a device for eliminating a difference in atmospheric pressure between indoor and outdoor sides for door in a building in which an opening and closing plate for window hole for eliminating a difference in atmospheric pressure between indoor and outdoor sides opens in correspondence to the travel of a lift bar on a lock side when an operation handle of a lock provided on a door is rotated and operated, a small cutout opening part 11 is formed on one side wall 1a of a door 1, a fixed plate 5 provided with an operation member 6 slidable in the vertical direction so as to apply it to this small cutout opening part 11 is fixed on the one side wall 1a, and a locking arm provided in such a manner that it protrudes on a rear surface side of the operation member 6 is locked in the lift bar 3 on the lock 2 side in a connection condition. On the other hand, a drive engaging rod 28 provided in such a manner that it protrudes on a surface side of the operation member 6 is engaged with a guide engaging part 38 in the oblique direction of a guide plate 9 fixed in a lower end part of the opening and closing plate 7 for window hole 8 for eliminating a difference in atmospheric pressure between indoor and outdoor sides to which one end part is pivoted.

2. 发明专利

JP2003028341A Regenerative conduit for existing conduit 审中-公开
标题翻译：现有管道的再生管道
公开(公告)号：JP2003028341A
公开(公告)日：2003-01-29
申请号：JP2001211054
申请日：2001-07-11
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KANEUJI MAKOTO , TADA YUKIO
IPC分类号： E21D11/08 , E21D11/38 , F16L1/00
摘要： PROBLEM TO BE SOLVED: To protect a seal material against external hydraulic pressure and members such as collars for connecting rings to each other which are required when the rings are made of precast concrete from sulfuric acid produced inside a sewer conduit.
SOLUTION: In this regenerative pipe 2 formed by connecting the rings 5 of precast concrete to each other and disposed in the existing sewer conduit joint parts between the rings are formed in corrosion-resistant seal structure. The corrosion-resistant seal structure is formed by burying a corrosion-resistant seal member 10 having the insert part of a corrosion-resistant water cut-off plate 11 in the connection end faces of the rings 5, inserting the corrosion- resistant water cut-off plate 11 into the insert part, and installing the corrosion- resistant water cut-off plate 11 into the joint part.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：为了保护密封材料免受外部液压压力的影响，以及当环由下水道管道内产生的硫酸制成的预制混凝土时，所需的连接环彼此之间的连接环等部件。解决方案：在通过将预制混凝土的环5彼此连接并且设置在现有的下水道中形成的再生管2中，环之间的连接部分形成为耐腐蚀的密封结构。耐腐蚀密封结构通过在环5的连接端面上埋入具有耐腐蚀性水分切断板11的插入部分的耐腐蚀密封构件10而形成，卸料板11插入到插入部分中，并且将耐腐蚀水切断板11安装到接头部分中。

3. 发明专利

JP2001108183A REPAIRING CONSTRUCTION METHOD FOR INNER SURFACE OF EXISTING PIPE CONDUIT AND RING ASSEMBLING AND CONVEYNG DEVICE FOR SEGMENT USED THEREFOR 失效
公开(公告)号：JP2001108183A
公开(公告)日：2001-04-20
申请号：JP28804999
申请日：1999-10-08
申请人： KAJIMA CORP
发明人： KANEUJI MAKOTO , YAMASHITA NAOHIKO , ITAI MASATO , TADA YUKIO
IPC分类号： F16L55/16 , B29L23/00 , F16L1/00
摘要： PROBLEM TO BE SOLVED: To obtain a repairing construction method for an inner surface of an existing pipe conduit which can secure required strength even when it is adapted to the existing pipe conduit having a large diameter, secure processing quality, enables work execution while flowing drainage therethrough, and widening the area capable of work execution. SOLUTION: A plurality of segment rings 1 are continuously assembled inside an existing pipe conduit to form a reinforcing segment pipe body 19.

4. 发明专利

JP2011246976A Tunnel construction method 有权
标题翻译：隧道施工方法
公开(公告)号：JP2011246976A
公开(公告)日：2011-12-08
申请号：JP2010121420
申请日：2010-05-27
申请人： Kajima Corp , 鹿島建設株式会社
发明人： ABE TAKASHI , SHINODA HIDETOSHI , TADA YUKIO , NAGAMORI KUNIHIRO , SAKANE HIDEYUKI , NUMAKUNAI KATSUMI , KOBAYASHI TAKASHI , FUJITA KOICHI
IPC分类号： E21D11/10 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a tunnel construction method in which a predetermined piece of an inner form is easily pulled out and removed in the axial direction in cast-in-place concrete lining method.SOLUTION: A cylindrical inner form 11 is assembled by using a trapezoidal piece for form removal 21 having a normal piece 17, a piece for assembly 19, and a separating member 25 on a pit wall 13 side, in the inside 7 of a tunnel boring machine 3, while the tunnel boring machine 3 excavates natural ground 1. An outer main girder on a working face side of the rearward inner frame 11 and an outer main girder on a pit mouth side of the forward inner frame 11 are connected with each other by means of a tapered joint. Then, concrete 15 is placed between the inner frame 11 and the pit wall 13. The piece for form removal 21 is pulled out and removed in a direction of tunnel boring, while a portable jack 75 provided in the piece for form removal 21 of the rearmost inner form 11 is extended to take a reaction force from the front inner form 11. Thereafter, the normal piece 17 is pulled out and removed in the radial direction by using a gripping tool 55 provided in the normal piece 17.
摘要翻译：要解决的问题：提供一种隧道施工方法，其中在现浇混凝土衬砌方法中，容易地在轴向方向拉出和除去预定的内部形式的内部形式。解决方案：通过使用用于形式移除的梯形件21来组装圆柱形内部形式11，该梯形件具有正常件17，用于组件19的件和位于凹坑壁13侧上的分离构件25，隧道掘进机3，隧道掘进机3挖掘自然地面1.在后内框架11的工作面侧的外主梁和前内框架11的坑口侧的外主梁连接彼此通过锥形接头。然后，将混凝土15放置在内框架11和凹坑壁13之间。用于形式移除的件21沿隧道镗孔的方向被拉出并移除，而设置在用于形式移除的块21中的便携式插座75 最后的内部形式11被延伸以从前内部形式11获得反作用力。此后，通过使用设置在正常部件17中的夹持工具55沿径向拉出并移除法线部件17。（C）2012，JPO＆INPIT

5. 发明专利

JP2003056790A Corrosion resistant seal structure, and regenerative conduit of existing sewer having it 有权
标题翻译：耐腐蚀密封结构及其现有的连接器的再生管道
公开(公告)号：JP2003056790A
公开(公告)日：2003-02-26
申请号：JP2001243360
申请日：2001-08-10
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KANEUJI MAKOTO , TADA YUKIO
IPC分类号： E03F7/00 , F16L1/00 , F16L1/024 , F16L9/08 , F16L58/18
摘要： PROBLEM TO BE SOLVED: To protect a seal material for external water pressure required when a ring is made of precast concrete and a member such as collar for joining rings to each other from sulfuric acid produced inside a sewer.
SOLUTION: A regenerative conduit 2 is constituted by joining rings 5 made of the precast concrete, and disposed in the sewer. A joint between the rings has a corrosion resistant seal structure. In the corrosion resistant seal structure, a corrosion resistant seal member 10 having an insert part of a corrosion resistant cut-off plate 11 is buried under a joint end surface of the rings 5, and the corrosion resistant cut-off plate 11 is inserted into the insert part to be disposed in the joint part.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：为了保护用于预制混凝土制成的环所需的外部水压的密封材料，以及用于通过下水道产生的硫酸将环连接的构件等。解决方案：再生管道2由预制混凝土制成的环5连接并设置在下水道中。环之间的接头具有耐腐蚀的密封结构。在耐腐蚀密封结构中，将具有耐腐蚀切断板11的插入部分的耐腐蚀密封构件10埋设在环5的接合端面下方，将耐腐蚀切断板11插入所述插入部被配置在所述接合部。

6. 发明专利

JP2011246977A Starting method of tunnel boring machine and starting mechanism of tunnel boring machine 有权
标题翻译：隧道掘进机起动方法及隧道掘进机起动机理
公开(公告)号：JP2011246977A
公开(公告)日：2011-12-08
申请号：JP2010121429
申请日：2010-05-27
申请人： Kajima Corp , 鹿島建設株式会社
发明人： ABE TAKASHI , SHINODA HIDETOSHI , TADA YUKIO , HIDAKA SACHIE , SAKANE HIDEYUKI , NUMAKUNAI KATSUMI , KOBAYASHI TAKASHI , FUJITA KOICHI
IPC分类号： E21D9/06 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a starting method of tunnel boring machine and a starting mechanism of tunnel boring machine capable of taking a reaction force for excavation in constructing a tunnel by a cast-in-place concrete method without using the NATM construction method.SOLUTION: A tunnel boring machine 5 is started by transmitting a thrust to a bored tunnel 1 via a reaction truss 3 and a temporarily assembled ring 7 installed behind the tunnel boring machine 5, and a temporarily assembled adjustment ring 9 having a thrust release mechanism is assembled in front of the temporarily assembled ring 7 while an inner form 11 is assembled in front of the temporarily assembled adjustment ring 9. Besides, an end plate 31 is installed at a position of tunnel mouth and an additional rib 25 is fixed to an outer peripheral surface 49 of the temporarily assembled adjustment ring 9. Next, lining concrete is placed between the inner form 11 and a pit wall 29 using the end plate 31 as an end form. Then, the thrust of the tunnel boring machine 5 acting on the temporarily assembled adjustment ring 9 is released by using the thrust release mechanism and the inner form 11 is removed in a state that the thrust is transmitted from the lining concrete to the temporarily assembled ring 7 through the additional rib 25.
摘要翻译：要解决的问题：提供隧道掘进机的启动方法和隧道掘进机的起动机构，其能够在不使用NATM的情况下通过现场具体的方法在施工隧道时采取挖掘的反作用力施工方法。解决方案：隧道掘进机5通过反应桁架3和安装在隧道镗床5后面的临时装配的环7传递到钻孔1的启动，以及临时组装的具有推力的调节环9 释放机构组装在临时组装的环7的前面，而内部形式11组装在临时组装的调节环9的前面。此外，端板31安装在隧道口的位置，并且附加肋25固定到临时组装的调节环9的外周表面49.接下来，使用端板31作为端部形式将衬里混凝土放置在内部构件11和凹坑壁29之间。然后，通过使用推力释放机构释放作用在临时组装的调节环9上的隧道掘进机5的推力，并且在推力从衬里混凝土传递到临时组装的环的状态下移除内部形式11 7.通过附加肋条25.版权所有（C）2012，JPO＆INPIT

7. 发明专利

JP2004239062A Joint device for segment 有权
公开(公告)号：JP2004239062A
公开(公告)日：2004-08-26
申请号：JP2004117801
申请日：2004-04-13
申请人： Geostr Corp , Kajima Corp , ジオスター株式会社 , 鹿島建設株式会社
发明人： YOSHIDA KENTARO , TADA YUKIO , TAKUMA AKIRA , FURUICHI KOSUKE , FUJINO YUTAKA , SAKUMA YASUSHI , YAJIMA MASARU
IPC分类号： E21D11/04 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a joint device for segments capable of having the smooth inside of each segment to further tighten up and facilitating the tightening work.
SOLUTION: In the joint device of the adjoining segments connected to each other with male/ female joints, the female joint (5A) is equipped with a female joint case (35) having an opening in an alignment face side and a nut(36) set in the case, the male joint (4A) is equipped with a male joint case (31) having an opening in the alignment face side, a worm wheel (33) rotated with a worm gear (37) rotatably supported in the case, a joint bolt (32) engaged in the rotational direction in a movable manner in the direction of the axis of the worm wheel and an elastic means (34) energizing the joint bolt (32) in the direction of the female direction. The joint bolt (32) forms a joint screw section (32b) engaged with the nut (36) of the female joint in the opening side, and a reaction force plate (32c) receiving reaction force of the elastic means is formed in the end section on an opposite opening side.
COPYRIGHT: (C)2004,JPO&NCIPI

8. 发明专利

JP2013130036A Steel segment 有权
标题翻译：钢部分
公开(公告)号：JP2013130036A
公开(公告)日：2013-07-04
申请号：JP2011281797
申请日：2011-12-22
申请人： Hanshin Expressway Co Ltd , 阪神高速道路株式会社 , Kajima Corp , 鹿島建設株式会社
发明人： KANEHARU HIDESADA , SHIMURA ATSUSHI , NIINA TSUTOMU , FUJIWARA KATSUYA , TAMADA KOICHI , USHIGAKI MASARU , TADA YUKIO , IWAZUMI TOMOKAZU , ARAI TAKAHIRO
IPC分类号： E21D11/14
摘要： PROBLEM TO BE SOLVED: To absorb a compression force, in a tunnel axis direction, acting on a segment of a shield tunnel.SOLUTION: A steel segment 1 comprises main girders 2a, 2b, joint plates 3, 3, a skin plate 4, a longitudinal rib 5 and a stopper mechanism 6. The joint plate 3 connecting terminal portions of the main girders 2a, 2b with each other are divided into two joint plate members and between these members, a joint connecting plate is interposed. The skin plate 4 is divided into two skin plate members and a cover plate is disposed to cover a gap between these members. The longitudinal rib 5 connects the main girders 2a, 2b with each other between the joint plates 3, 3. One end of the stopper mechanism 6 is connected to the main girder 2a and the other end thereof has a clearance of a predetermined distance L between the other end and the main girder 2b. In the case where a compression force in a tunnel axis direction acting on the steel segment 1 is a predetermined value or more, the longitudinal rib 5 is buckled plastically to absorb the compression force. When plastic buckling of the longitudinal rib 5 is advanced and the stopper mechanism 6 is brought into contact with the main girder 2b, the stopper mechanism 6 supports the compression force.
摘要翻译：要解决的问题：在隧道轴线方向上吸收作用在屏蔽隧道的一段上的压缩力。解决方案：钢段1包括主梁2a，2b，接合板3,3，皮板4，纵梁5和止挡机构6.将主梁2a，2b的端子部分彼此连接的接合板3分成两个接合板构件，并且在这些构件之间插入有接头连接板。皮肤板4被分成两个皮肤板构件，并且盖板被设置成覆盖这些构件之间的间隙。纵向肋5将主梁2a，2b彼此连接在接合板3,3之间。止动机构6的一端连接到主梁2a，另一端具有预定距离L之间的间隙另一端和主梁2b。在作用于钢段1的隧道轴向的压缩力为预定值以上的情况下，纵向肋5被塑性地弯曲以吸收压缩力。当纵肋5的塑性屈曲前进并且止动机构6与主梁2b接触时，止动机构6支承压缩力。

9. 发明专利

JP2012229604A Synthetic concrete filled steel segment 有权
标题翻译：合成混凝土填充钢分段
公开(公告)号：JP2012229604A
公开(公告)日：2012-11-22
申请号：JP2012089909
申请日：2012-04-11
申请人： Kajima Corp , 鹿島建設株式会社
发明人： TADA YUKIO , TAMADA KOICHI , SAKOTA KENJI
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a segment with which sufficient stress transmission can be performed and a covering margin of concrete can be secured.SOLUTION: A segment 1 comprises main girders 3, a skin plate 5, main girder upper flanges 7b, main girder lower flanges 7a and concrete 15 or the like. The pair of main girders 3 are connected with longitudinal ribs 17. At an outer peripheral side of the main girders 3, the main girder upper flanges 7b are provided. The main girder upper flanges 7b are formed in counter face directions of the main girders 3, respectively. At an inner peripheral side of the main girders 3, the main girder lower flanges 7a are provided. The main girder lower flanges 7a are formed in counter face directions of the main girders 3, respectively. At an outer peripheral surface side of the segment 1, the skin plate 5 is provided to spread over the main girder upper flanges 7b. The longitudinal ribs 17 are joined to the main girder lower flanges 7a and the main girder upper flanges 7b. Furthermore, at an inner peripheral side of the longitudinal ribs 17, notches 21 are provided.
摘要翻译：要解决的问题：提供可以进行足够的应力传递的段，并且可以确保混凝土的覆盖边缘。解决方案：段1包括主梁3，皮板5，主梁上凸缘7b，主梁下凸缘7a和混凝土15等。一对主梁3与纵向肋17连接。在主梁3的外周侧，设有主梁上凸缘7b。主梁上凸缘7b分别形成在主梁3的相对面上。在主梁3的内周侧设有主梁下凸缘7a。主梁下凸缘7a分别形成在主梁3的相对面上。在片段1的外周面侧设置有外板5，以分布在主梁上凸缘7b上。纵向肋17连接到主梁下凸缘7a和主梁上凸缘7b上。此外，在纵肋17的内周侧设置有切口21。版权所有（C）2013，JPO＆INPIT

10. 发明专利

JP2011241661A Lining segment for tunnel 有权
标题翻译：隧道用线段
公开(公告)号：JP2011241661A
公开(公告)日：2011-12-01
申请号：JP2010117469
申请日：2010-05-21
申请人： C I Kasei Co Ltd , Geostr Corp , Kajima Corp , シーアイ化成株式会社 , ジオスター株式会社 , 鹿島建設株式会社
发明人： MASUDA YUICHI , MIYANO MASATO , MASHITA MASATO , KISHIMOTO OSAMU , TAKIMOTO KUNIHIKO , TADA YUKIO , TSURUTA KOICHI , KANAMARU TARO , FURUICHI KOSUKE , SAKUMA YASUSHI , AKIMOTO HIROO , IWATA KAZUMI , OKUYAMA ATSUSHI
IPC分类号： E21D11/08 , B28B1/16 , B28B7/10 , B28B23/00 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To increase a service life, enhance flowing performances, reduce a segment manufacturing cost and a tunnel construction cost, and make appearance good.SOLUTION: A lining segment for tunnel 100 comprises a segment body 11 and a cover sheet 23. The cover sheet 23 includes a resin sheet base material 13 and a nonwoven fabric 17 with a thickness of 0.3 to 1.0 mm and a density of 80 to 160 laminated on a back face 15 of the material 13. The nonwoven fabric 17 is embedded in concrete 19 at the time of concrete placing of the segment body 11, whereby the cover sheet 23 covers an inner peripheral surface 21 of the segment body 11. The lining segment 100 preferably includes a connection box 33 and a flap part 39. The connection box 33 has an opening 27 that is in the inner peripheral surface 21 of the segment body 11 to be embedded in the segment body 11. One side surface 29 of the connection box 33 is disposed on a connection surface 31 of the segment body 11. The flap part 39 makes the opening 27 openable or closable by a cutout part that is formed at the position of the opening 27 of the connection box 33 and cut in from the edge of the cover sheet 23.
摘要翻译：要解决的问题：提高使用寿命，提高流动性能，降低段生产成本和隧道施工成本，使外观美观。解决方案：用于隧道100的衬里段包括段体11和覆盖层23.覆盖层23包括树脂片材基材13和厚度为0.3至1.0mm的无纺布17，密度为 80至160层压在材料13的背面15上。在分段体11的混凝土放置时，无纺布17嵌入混凝土19中，由此覆盖片23覆盖分段体的内周面21 衬里区段100优选地包括连接箱33和翼片部分39.连接箱33具有开口27，该开口27位于段主体11的内周面21中，以嵌入在段主体11中。一侧连接箱33的表面29设置在节段主体11的连接表面31上。挡板部分39使得开口27能够通过形成在连接箱33的开口27的位置处的切口部分打开或关闭并从边缘切入封面23。版权所有（C）2012，JPO＆INPIT

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