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1. 发明专利

JP2007039924A Fireproof panel 审中-公开
标题翻译： FIREPROOF面板
公开(公告)号：JP2007039924A
公开(公告)日：2007-02-15
申请号：JP2005223557
申请日：2005-08-02
申请人： Kajima Corp , Meiden Ceramics Corp , Towa Taika Kogyo Kk , 明電セラミックス株式会社 , 東和耐火工業株式会社 , 鹿島建設株式会社
发明人： SUZUKI YOSHINOBU , FURUICHI KOSUKE , HAYAKAWA YASUYUKI , TAKIMOTO KUNIHIKO , OGITA KIYOBUMI , IIDA KEN , SAKAMOTO YOSHIHIRO , TANAKA TSUTOMU , MACHIYA SATOSHI
IPC分类号： E21D11/04 , E21D11/38
摘要： PROBLEM TO BE SOLVED: To provide a fireproof panel for being mounted on the surface of a concrete structure, which prevents a panel body from being cracked due to a difference between a coefficient of thermal expansion of a panel body and that of thermal expansion of an embedded nut member, and which prevents the nut member from being damaged by dynamic wind pressure.
SOLUTION: This fireproof panel comprises the panel body 14 which is composed of an inorganic material, and the nut member 7 which is opened on the front side of the concrete structure and which is embedded in the panel body 14. The nut member 7 is formed of ceramics, and an outer shape of the nut member 7 is formed as a curved one.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于安装在混凝土结构的表面上的防火面板，其防止面板主体由于面板体的热膨胀系数与热导体的热膨胀系数之间的差异而破裂嵌入螺母构件的膨胀，并且防止螺母构件被动态风压破坏。解决方案：该防火面板包括由无机材料构成的面板体14和在混凝土结构体的前侧开口并嵌入面板主体14的螺母构件7.螺母构件 7由陶瓷形成，螺母构件7的外形形成为弯曲的形状。版权所有（C）2007，JPO＆INPIT

2. 发明专利

JP2005320794A Spacer for work and concrete structural body 有权
标题翻译：工作和混凝土结构体
公开(公告)号：JP2005320794A
公开(公告)日：2005-11-17
申请号：JP2004140601
申请日：2004-05-11
申请人： Kajima Corp , Meiden Ceramics Corp , Meidensha Corp , 明電セラミックス株式会社 , 株式会社明電舎 , 鹿島建設株式会社
发明人： HAYAKAWA YASUYUKI , TAKIMOTO KUNIHIKO , FURUICHI KOSUKE , OGITA KIYOBUMI , IIDA KEN
IPC分类号： E04C5/20
摘要： PROBLEM TO BE SOLVED: To provide a spacer for construction works and a concrete structural body capable of making safely and stably the concrete structure with good workability by making the engagement with a skeleton material such as a reinforcing bar or the like of the spacer for the work as stabilization and surely ensuring dimensions of a cover concrete.
SOLUTION: A flexible connecting member 9 passes through a spacer material 8 having a plurality of unit lengths, the rod-like spacer for the work is formed, the spacer 7 for the work is placed between a form 4 and a reinforced structural body 6, concrete is placed in the form 4, and the concrete structural body is formed.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种用于建筑工程的间隔件和能够通过与诸如钢筋等的骨架材料的接合而能够安全稳定地具有良好可加工性的混凝土结构的混凝土结构体作为稳定的工作的间隔件，并确保确保覆盖混凝土的尺寸。解决方案：柔性连接件9穿过具有多个单元长度的间隔材料8，形成用于工件的杆状间隔件，用于工件的间隔件7被放置在一个形式4和一个加强结构之间主体6，混凝土以4形式放置，并形成混凝土结构体。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2007327174A Segment for tunnel 审中-公开
标题翻译：隧道分段
公开(公告)号：JP2007327174A
公开(公告)日：2007-12-20
申请号：JP2006156862
申请日：2006-06-06
申请人： Kajima Corp , Meiden Ceramics Corp , 明電セラミックス株式会社 , 鹿島建設株式会社
发明人： SUZUKI YOSHINOBU , FURUICHI KOSUKE , OGITA KIYOBUMI , IIDA KEN , NAGATSU NOBUAKI
IPC分类号： E21D11/08 , E21D11/04 , E21D11/38
摘要： PROBLEM TO BE SOLVED: To enhance the durability of a segment for a tunnel by effectively suppressing a rapid increase in the temperature of a grouting hole constituting member, a material for constituting a portion to be held, and a concrete layer which is positioned around them.
SOLUTION: This segment 1 for the tunnel is equipped with a lid member 13 for closing a portion (a member 11 to be held) which is opened on the side of the inner surface of the segment. The lid member 13 is formed of an inorganic material with fireproof/heat-resistant characteristics, and a heat absorbing material composed of an inorganic material is infilled into the backside of the lid member 13. The opened portion functions as at least a grout injection port or a portion to be held.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了通过有效地抑制灌浆孔构成构件的温度的快速增加，用于构成待保持的部分的材料和混凝土层来提高隧道的段的耐久性，该混凝土层是位于他们周围。解决方案：用于隧道的该段1装备有用于封闭在段的内表面侧开口的部分（待保持的构件11）的盖构件13。盖构件13由具有耐火/耐热特性的无机材料形成，并且由无机材料构成的吸热材料填充到盖构件13的背面。开口部至少起着浆料注入口的作用或要保留的部分。版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP2007177547A Tunnel segment and tunnel structure 审中-公开
标题翻译：隧道段和隧道结构
公开(公告)号：JP2007177547A
公开(公告)日：2007-07-12
申请号：JP2005378403
申请日：2005-12-28
申请人： Kajima Corp , Meiden Ceramics Corp , 明電セラミックス株式会社 , 鹿島建設株式会社
发明人： SUZUKI YOSHINOBU , FURUICHI KOSUKE , HAYAKAWA YASUYUKI , OGITA KIYOBUMI , IIDA KEN , NAGATSU NOBUAKI
IPC分类号： E21D11/00 , E21D11/04 , E21D11/38
摘要： PROBLEM TO BE SOLVED: To provide a tunnel segment and a tunnel structure which prevent the outflow of grout, and have a grout injection hole improving fire resistance, heat resistant property, and corrosion resistant property. SOLUTION: The tunnel segment 1 has the grout injection hole 101 penetrating a concrete layer 10, where at least a grout injection inlet (ceramic member 2) of the grout injection hole 101 is made of a ceramic. The tunnel structure is constructed by assembling a plurality of tunnel segments 1a each having the grout injection hole 101 penetrating the concrete layer 10, where at least the grout injection inlet (ceramic member 2) of the grout injection hole 101 is made of a ceramic. When the tunnel segment 1 is used for the tunnel structure, the grout injection hole 101 is sealed with a sealing member (sealing plug 3). COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种防止灌浆流出的隧道段和隧道结构，并且具有提高耐火性，耐热性和耐腐蚀性的注浆孔。解决方案：隧道段1具有穿透混凝土层10的灌浆注入孔101，其中灌浆注入孔101的至少一个注浆入口（陶瓷构件2）由陶瓷制成。隧道结构通过组装多个具有渗透注入孔101的混凝土层10的隧道段1a构成，其中至少灌浆注入孔101的注浆入口（陶瓷构件2）由陶瓷制成。当隧道段1用于隧道结构时，灌浆注入孔101用密封构件（密封塞3）密封。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2007162432A Segment for tunnel and tunnel structure 审中-公开
标题翻译：隧道和隧道结构部分
公开(公告)号：JP2007162432A
公开(公告)日：2007-06-28
申请号：JP2005364069
申请日：2005-12-16
申请人： Kajima Corp , Meiden Ceramics Corp , 明電セラミックス株式会社 , 鹿島建設株式会社
发明人： SUZUKI YOSHINOBU , FURUICHI KOSUKE , HAYAKAWA YASUYUKI , OGITA KIYOBUMI , IIDA KEN , NAGATSU NOBUAKI
IPC分类号： E21D11/08 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a segment for a tunnel which can be grasped and carried and is improved in fire resistance, heat resistance characteristics and corrosion resistance, and also to provide a concrete structure.
SOLUTION: The segment 1 for the tunnel is provided with an insert member 2 as a coupling member with which a carrying means 5 or an assembling means is coupled. The insert member 2 is formed of ceramic and the coupling member is embedded in a concrete layer of the segment for the tunnel. The tunnel structure is formed by assembling a plurality of the segments 1 for the tunnel. The segment 1 for the tunnel is provided with the insert member 2 formed of ceramic with which the carrying means 5 or the assembling means is coupled. When a female screw 211 of the insert member 2 with which the carrying means 5 or the assembling means is coupled forms an opening in the tunnel, an opening of at least a part of the insert member 2 is sealed by a sealing plug 3 of a sealing member.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种可被抓住并承载的隧道的段，并提高耐火性，耐热性和耐腐蚀性，并提供一种混凝土结构。解决方案：用于隧道的段1设置有作为联接构件的插入构件2，搭载装置5或组装装置与该构件联接。插入构件2由陶瓷形成，并且联接构件嵌入在用于隧道的段的混凝土层中。隧道结构通过组合用于隧道的多个段1而形成。用于隧道的段1设置有由陶瓷形成的插入构件2，其中承载装置5或组装装置与其相连。当携带装置5或组装装置与其相连接的插入件2的阴螺纹211形成隧道中的开口时，插入件2的至少一部分的开口被密封塞3密封密封件。版权所有（C）2007，JPO＆INPIT

6. 发明专利

JP2007120072A Compound concrete structure 有权
标题翻译：复合混凝土结构
公开(公告)号：JP2007120072A
公开(公告)日：2007-05-17
申请号：JP2005311244
申请日：2005-10-26
申请人： Kajima Corp , Meiden Ceramics Corp , 明電セラミックス株式会社 , 鹿島建設株式会社
发明人： YOKOZEKI KOSUKE , FURUICHI KOSUKE , WATANABE KENZO , HONDA TOMOAKI , ASHIZAWA RYOICHI , TORII TAKESHI , OGITA KIYOBUMI , IIDA KEN , NAGATSU NOBUAKI
IPC分类号： E01D19/12 , B28B23/02 , E01D22/00 , E01D24/00 , E04C5/01 , E04C5/07
摘要： PROBLEM TO BE SOLVED: To provide a compound concrete structure capable of facilitating the construction work of a thin concrete layer and, at the same time, having stabilized durability for a long period of time.
SOLUTION: A compound pre-cast structure 1 as the compound concrete structure is equipped with a shear key 6 buried between both jointly incorporated layers (a cement layer 2 and a concrete layer 4). The shear key 6 is equipped with a bolt 61 as a male screw member buried between both layers (the cement layer 2 and the concrete layer 4) and a female screw buried member 62 screwing to the bolt 61 and, at the same time, as a female screw member consisting of a non-organic material buried in at least the concrete layer (the cement layer 2) to be placed thicker than the thickness of cover concrete.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够有助于薄混凝土层的施工工作的复合混凝土结构，并且同时具有长期稳定的耐久性。解决方案：作为复合混凝土结构的复合预制结构1配备有埋在两个共同组合的层（水泥层2和混凝土层4）之间的剪切键6。剪切键6配备有作为埋在两层之间的外螺纹构件（水泥层2和混凝土层4）的螺栓61和螺栓61螺合的阴螺纹埋入构件62，同时，如至少埋在混凝土层（水泥层2）中的非有机材料构成的阴螺纹构件被放置成比覆盖混凝土的厚度更厚。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2007039958A Construction method for fireproof layer, and fireproof structure 有权
标题翻译：防火墙结构方法及防火墙结构
公开(公告)号：JP2007039958A
公开(公告)日：2007-02-15
申请号：JP2005224819
申请日：2005-08-03
申请人： Kajima Corp , Meiden Ceramics Corp , 明電セラミックス株式会社 , 鹿島建設株式会社
发明人： SUZUKI YOSHINOBU , FURUICHI KOSUKE , HAYAKAWA YASUYUKI , OGITA KIYOBUMI , IIDA KEN
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To enable the film thickness of a fireproof layer to be checked in the construction of the fireproof layer, and to efficiently perform construction without decreasing fire resistance.
SOLUTION: In this construction method for the fireproof layer, the fireproof layer 3 is formed by spraying and applying a refractory onto the surface of a structure (segment 2). The structure is provided with a thickness-of-layer measuring means 4 with fire resistance, which is embedded in the fireproof layer 3; the installation height of the means 4 is set equal in dimension to the preset thickness of the fireproof layer 3; and the means 4 indicates the thickness of the fireproof layer 3, which is formed in the structure, during spraying and application. The plurality of means 4 are provided. In terms of the means 4, the fireproof layer 3 is formed, for example, in the structure after the provision of a reinforcing material 5 for reinforcing the fireproof layer 3. A surface of the means 4 is appropriately roughened.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了在防火层的结构中检查防火层的膜厚度，并且在不降低耐火性的情况下有效地进行施工。解决方案：在这种防火层的施工方法中，防火层3通过将耐火材料喷涂并施加在结构体（区段2）的表面上而形成。该结构设置有耐火层的厚度测量装置4，其被嵌入防火层3中; 装置4的安装高度被设定为与防火层3的预设厚度相等; 装置4表示在喷涂和施加期间在结构中形成的防火层3的厚度。设置多个装置4。就装置4而言，防火层3例如形成在设置用于加强防火层3的增强材料5之后的结构中。装置4的表面被适当地粗糙化。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2007039923A Fireproof panel 有权
标题翻译： FIREPROOF面板
公开(公告)号：JP2007039923A
公开(公告)日：2007-02-15
申请号：JP2005223556
申请日：2005-08-02
申请人： Kajima Corp , Meiden Ceramics Corp , 明電セラミックス株式会社 , 鹿島建設株式会社
发明人： SUZUKI YOSHINOBU , FURUICHI KOSUKE , HAYAKAWA YASUYUKI , TAKIMOTO KUNIHIKO , OGITA KIYOBUMI , IIDA KEN
IPC分类号： E21D11/04 , E21D11/38
摘要： PROBLEM TO BE SOLVED: To prevent a panel body from being cracked due to a difference between the coefficient of thermal expansion of the panel body and that of thermal expansion of an embedded nut member; to prevent the nut member from being damaged by dynamic wind pressure; and to impart a stain-resisting function and a visual guidance function to a fireproof panel.
SOLUTION: The nut member 7 to be embedded in the panel body 16 composed of an inorganic material is formed of a ceramic, and the outer shape of the nut member 7 is formed as a curved one. Additionally, a porcelain-enameled layer 12d is provided on the surface, on the other side of the opened surface of the embedded nut member 7, of the panel body 16.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了防止由于面板体的热膨胀系数与嵌入螺母构件的热膨胀之间的差异而使面板体发生裂纹; 以防止螺母构件被动态风压损坏; 并向防火面板赋予防污功能和视觉引导功能。解决方案：嵌入由无机材料构成的面板体16中的螺母构件7由陶瓷形成，螺母构件7的外形形成为弯曲的。另外，在镶嵌螺母7的开放面的另一侧的表面上，设置有瓷釉层12d，面板主体16。（C）2007，JPO＆INPIT

9. 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

10. 发明专利

JP2010185247A Anchoring method for shear reinforcement material 有权
标题翻译：用于剪切加固材料的锚固方法
公开(公告)号：JP2010185247A
公开(公告)日：2010-08-26
申请号：JP2009031243
申请日：2009-02-13
申请人： Kajima Corp , Kajima Renovate Kk , Ts Planning:Kk , カジマ・リノベイト株式会社 , 株式会社ティ・エス・プランニング , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , FURUICHI KOSUKE , SOGABE NAOKI , KANEMITSU YOSHIHISA , UEDA MASAAKI , SATO SATOSHI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an anchoring method for a shear reinforcement material capable of using a grout material having fluidity as in a downward execution of construction, and excellent in economic efficiency and construction efficiency. SOLUTION: An insertion hole 3 is drilled upward in a concrete structure 1. The shear reinforcement material 4 is arranged on a lid body 5 tightly closing the insertion hole 3. A degassing hose 6 is inserted in a through-hole formed in the lid body 5, and a front end thereof is positioned at a front end of the insertion hole 3. A sheath tube 9 is interposed to prevent the grout material from leaking from an outer peripheral part of the degassing hose 6. After completion of setting up of the device, injection of the grout material 8 is started, and the air in the insertion hole 3 is discharged through the degassing hose 6. When the insertion hole 3 is filled with the grout material 8, the degassing hose 6 is pulled to the lid body 5, and is plugged. After that, pressurization from a grout material injection port 7 is stopped, and the grout material injection port 7 is closed. After hardening and curing of the grout material 8, the lid body 5 is removed and the surface of the concrete is finished. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够使用具有流动性的灌浆材料的剪切增强材料的锚固方法，如施工向下执行，并且经济效率和施工效率优异。解决方案：在混凝土结构1中向上钻出插入孔3.剪切增强材料4设置在紧密封闭插入孔3的盖体5上。脱气软管6插入到形成为盖体5及其前端位于插入孔3的前端。护套管9被插入以防止灌浆材料从脱气软管6的外周部分泄漏。在完成设置之后开始灌浆材料8的注入，并且插入孔3中的空气通过脱气软管6排出。当插入孔3填充有浆料8时，将脱气软管6拉至盖体5，并被堵塞。之后，停止从灌浆材料注入口7的加压，并且灌浆材料注入口7关闭。在灌浆材料8硬化和固化之后，除去盖体5，并且混凝土的表面完成。版权所有（C）2010，JPO＆INPIT

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