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1. 发明专利

JP2008265044A Form and method for molding self-hardening substance such as concrete 有权
标题翻译：用于模制自硬化物质的形式和方法如混凝土
公开(公告)号：JP2008265044A
公开(公告)日：2008-11-06
申请号：JP2007108103
申请日：2007-04-17
申请人： Kajima Corp , Nippon Concrete Ind Co Ltd , 日本コンクリート工業株式会社 , 鹿島建設株式会社
发明人： HAYAKAWA YASUYUKI , MATSUO HISAYUKI , KURAKI SHIYUUJI , ISHIKAWA TAKASHI , SAKATA NOBORU , HIRAISHI YOSHIKI
IPC分类号： B28B7/10
摘要： PROBLEM TO BE SOLVED: To provide a form and a method for molding a self-hardening substance such as concrete, which can enhance molding accuracy by surely moving the self-hardening substance to a molding space, so as to mold the self-hardening substance such as the high-viscosity and high-fluidity concrete.
SOLUTION: This form for molding the self-hardening substance such as the concrete comprises a fixed form 1 which has a depth space 7 enclosed with a side wall plate 5 so as to be capable of housing the self-hardening substance 6 such as the high-viscosity and high-fluidity concrete to be infilled, and a movable form 2, which keeps the lower end journaled to the fixed form 1, makes an entry into the depth space 7 of the fixed form 1 in the state of sandwiching the self-hardening substance 6 in between, and is moved to the side of the fixed form 1 so as to finally obtain the required molding space 9. The movable form 2 is moved to the side of the fixed form 1 by using the form for molding the self-hardening substance such as the concrete, so that the infilled self-hardening substance 6 such as the concrete can be molded in an expanded manner.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于模制混凝土等自硬化物质的形式和方法，其可以通过将自硬化物质确定地移动到成型空间来提高成型精度，从而模制自身 - 高粘度和高流动性混凝土等硬化物质。解决方案：用于模制诸如混凝土的自硬化物质的形式包括固定模1，其具有由侧壁板5包围的深度空间7，以便能够容纳自硬化物质6，例如作为要填充的高粘度和高流动性混凝土，并且将下端保持固定形式1的可动形式2以夹持状态进入固定形式1的深度空间7 自固化物质6在其间并被移动到固定形式1的侧面，以便最终获得所需的模制空间9.可动形式2通过使用形式为模制混凝土等自硬化物质，使混凝土等填充自硬化物质6能够以扩展的方式成型。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2008044345A Molding and its manufacturing method 有权
标题翻译：模具及其制造方法
公开(公告)号：JP2008044345A
公开(公告)日：2008-02-28
申请号：JP2007116737
申请日：2007-04-26
申请人： Kajima Corp , Nippon Concrete Ind Co Ltd , 日本コンクリート工業株式会社 , 鹿島建設株式会社
发明人： HAYAKAWA YASUYUKI , MATSUO HISAYUKI , KURAKI SHIYUUJI , ISHIKAWA TAKASHI
IPC分类号： B28B1/14 , B28B7/16
CPC分类号： Y02A30/336
摘要： PROBLEM TO BE SOLVED: To provide a manufacturing method of a molding capable of effectively preventing air from mixing in, and uniformly dispersing a fluid material. SOLUTION: As shown in (a), super high tenacity fiber-reinforced concrete 18 is fed in advance into an outer frame 10. As shown in (a) and (b), the super high tenacity fiber-reinforced concrete 18 is moved through a clearance 17 between the outer frame 10 and an inner frame 16 by sinking the inner frame 16 into the super high tenacity fiber-reinforced concrete 18 in the outer frame 10 to press and move the super high tenacity fiber-reinforced concrete 18. As shown (c) or (d), the concrete molding 19a is shaped. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供能够有效地防止空气混合并均匀分散流体材料的模制品的制造方法。解决方案：如（a）所示，超高强度纤维增强混凝土18预先进入外框架10.如（a）和（b）所示，超高强度纤维增强混凝土18 通过将内框架16沉入外框架10中的超高强度纤维增强混凝土18中而使外框架10和内框架16之间的间隙17移动，以挤压和移动超高强度纤维增强混凝土18 如（c）或（d）所示，混凝土模制件19a成型。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2009150166A Concrete composite product 有权
标题翻译：混凝土复合材料
公开(公告)号：JP2009150166A
公开(公告)日：2009-07-09
申请号：JP2007330234
申请日：2007-12-21
申请人： Nippon Concrete Ind Co Ltd , 日本コンクリート工業株式会社
发明人： MATSUO HISAYUKI , HAYAKAWA YASUYUKI
IPC分类号： E04C3/293 , E02D31/06 , E04B1/94
CPC分类号： Y02A30/336
摘要： PROBLEM TO BE SOLVED: To provide a concrete composite product having a complex structure which can prevent cracking of a covering material molded by concrete on the peripheral surface of a core material.
SOLUTION: The concrete composite product 10 is provided with the core material 11, a shock absorbing material 12, and the covering material 13. The shock absorbing material 12 absorbs the amount of contraction of the concrete provided on the peripheral surface of the core material 11, and the covering material 13 is molded by concrete on the peripheral surface through the medium of the shock absorbing material 12. It is desirable that the shock absorbing material 12 employs a material having elasticity or plasticity, and that the covering material 13 employs ultrahigh strength fiber reinforced concrete (UFC), a high-toughness cement composite material (ECC), fiber mixing concrete (FRC, FRM), polymer cement concrete (PCC, PCM), or polymer concrete (PC, PM).
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供具有复合结构的混凝土复合产品，其可以防止在芯材的外周表面上由混凝土模制的覆盖材料的开裂。解决方案：混凝土复合产品10设置有芯材11，减震材料12和覆盖材料13.减震材料12吸收设在其上的混凝土的外周表面上的混凝土的收缩量芯材11，并且覆盖材料13通过冲击吸收材料12的介质在混合物的外围表面上模制。希望的是，减震材料12采用具有弹性或塑性的材料，并且覆盖材料13 采用超高强度纤维增强混凝土（UFC），高韧性水泥复合材料（ECC），纤维混凝土（FRC，FRM），聚合物水泥混凝土（PCC，PCM）或聚合物混凝土（PC，PM）。版权所有（C）2009，JPO＆INPIT

4. 发明专利

JP2005076416A Repair plate and construction method using the same 审中-公开
标题翻译：修理板和使用它的构造方法
公开(公告)号：JP2005076416A
公开(公告)日：2005-03-24
申请号：JP2003311898
申请日：2003-09-03
申请人： Nippon Concrete Ind Co Ltd , Taiheiyo Cement Corp , 太平洋セメント株式会社 , 日本コンクリート工業株式会社
发明人： TSUCHIDA SHINJI , MATSUO HISAYUKI , ONO YOSHIHIRO , HIRAYAMA TATSURO , KATAGIRI MAKOTO
IPC分类号： E02B3/06 , E04G23/02 , E21D11/00 , E21D11/04
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide a repair plate having reduced thickness and weight and sufficient strength and allowing easy joint matching.
SOLUTION: The repair plate 10 comprises internal reinforcing bars 12 arranged in a repair plate body 11 and back reinforcing bars 13 arranged along the back of the repair plate body 11 integrally with the internal reinforcing bars 12. The ends of the back reinforcing bars 13 protrude from the edges of the repair plate body 11. When the edges of the plurality of repair plates 10 abut on each other, the ends of the back reinforcing bars 13 get into the back of the other repair plate body 11 and the edges are positioned with each other.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供具有减小的厚度和重量以及足够的强度并允许容易的接合匹配的修补板。解决方案：修理板10包括布置在修复板主体11中的内部加强筋12和沿着修补板主体11的后部与内部加强杆12一体布置的后部钢筋13.后部加强件的端部杆13从修补板主体11的边缘突出。当多个修补板10的边缘彼此抵接时，后部钢筋13的端部进入另一个修补板主体11的后部，并且边缘彼此定位。版权所有（C）2005，JPO＆NCIPI

5. 发明专利

JP2008240322A Balustrade subjected to application of antifouling measures 有权
标题翻译： BALUSTRADE受到防范措施的应用
公开(公告)号：JP2008240322A
公开(公告)日：2008-10-09
申请号：JP2007081180
申请日：2007-03-27
申请人： East Japan Railway Co , Nippon Concrete Ind Co Ltd , 日本コンクリート工業株式会社 , 東日本旅客鉄道株式会社
发明人： MATSUO HISAYUKI , USUHA SHINICHI , TAKEBE ATSUSHI , KAMATA NORIO , MATSUDA YOSHINORI , KOBAYASHI TOSHIKO
IPC分类号： E01F8/00 , E01D19/10
摘要： PROBLEM TO BE SOLVED: To provide a balustrade on a railroad surface or a road surface, for which antifouling measures are taken.
SOLUTION: In each of an upper surface portion 14, an inclined portion 15 and a vertical portion 16, a protective film layer 24 for protecting an external surface is provided on each of the external surfaces which are positioned on the other side of at least the road surface. Additionally, on each of respective external surfaces positioned on the other side of at least the road surfaces of the upper surface portion 14 and the inclined portion 15, an antifouling film layer 25 for preventing fouling is provided in the state of being superposed on the protective film layer 24. Since protective film layer 24 and the antifouling film layer 25 are high-density film layers having water repellency, their surfaces can repel moisture such as rainwater so as to prevent the external surface of a balustrade body from becoming wet and prevent fouling. When the upper surface portion 14 and the inclined portion 15 are provided with a coating material film layer 26 composed of a resin-based coating material, water repelling performance is further improved for the prevention of fouling.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：在铁路表面或路面上设置栏杆，采取防污措施。解决方案：在上表面部分14，倾斜部分15和垂直部分16中的每一个中，在位于另一侧的每个外表面上设置有用于保护外表面的保护膜层24 至少路面。此外，在位于上表面部分14和倾斜部分15的至少路面的另一侧的每个相应的外表面上，设置防止结垢的防污膜层25被叠加在保护层由于保护膜层24和防污膜层25是具有防水性的高密度膜层，其表面可以排斥诸如雨水的水分，以防止栏杆体的外表面变湿并防止结垢。当上表面部分14和倾斜部分15设置有由树脂基涂料组成的涂料膜层26时，进一步提高防水性能，以防止结垢。版权所有（C）2009，JPO＆INPIT

6. 发明专利

JP2012184649A Concrete composite product and method of manufacturing the same 有权
标题翻译：混凝土复合材料及其制造方法
公开(公告)号：JP2012184649A
公开(公告)日：2012-09-27
申请号：JP2012094183
申请日：2012-04-17
申请人： Nippon Concrete Ind Co Ltd , 日本コンクリート工業株式会社
发明人： MATSUO HISAYUKI , HAYAKAWA YASUYUKI
IPC分类号： E04C3/293 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a concrete composite product having composite structure for preventing the crack of a covering material formed of concrete on the peripheral face of a core material, and to provide a method of manufacturing the same.SOLUTION: A concrete composite product 10 includes an elastic or plastic buffer material 12 provided on the peripheral face of a core material 11 for absorbing the peripheral and axial shrinkage deformation of concrete due to its self-shrinkage, and a covering material 13 formed of either ultrahigh strength fiber reinforced concrete or high toughness cement composite materials via the buffer material 12 on the peripheral face thereof. The peripheral shrinkage deformation of the covering material 13 due to its self-shrinkage is absorbed by the buffer material 12, and the covering material 13 has the property of axially sliding or elastically deforming on the surface of the buffer material 12 so that the axial shrinkage deformation of the covering material 13 due to its self-shrinkage is absorbed by the buffer material 12.
摘要翻译：要解决的问题：提供一种具有复合结构的混凝土复合材料，用于防止在芯材的周面上由混凝土形成的覆盖材料的裂纹，并提供其制造方法。解决方案：混凝土复合材料10包括设置在芯材11的周面上的弹性或塑料缓冲材料12，用于吸收由于其自收缩而导致的混凝土的周向和轴向收缩变形，以及覆盖材料13 通过其外周面上的缓冲材料12由超高强度纤维增强混凝土或高韧性水泥复合材料形成。覆盖材料13由于其自收缩而引起的周边收缩变形被缓冲材料12吸收，并且覆盖材料13具有在缓冲材料12的表面上轴向滑动或弹性变形的特性，使得轴向收缩覆盖材料13由于其自收缩而导致的变形被缓冲材料12吸收。（C）2012，JPO＆INPIT

7. 发明专利

JP2008115667A Tunnel repairing method and tunnel repairing lining plate 有权
标题翻译：隧道维修方法和隧道修复衬板
公开(公告)号：JP2008115667A
公开(公告)日：2008-05-22
申请号：JP2006302399
申请日：2006-11-08
申请人： Geostr Corp , Nippon Concrete Ind Co Ltd , ジオスター株式会社 , 日本コンクリート工業株式会社
发明人： TANAKA HIDEKI , YOKOO AKIHIKO , MATSUO HISAYUKI , ISHIKAWA TAKASHI
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a tunnel repairing method, capable of smoothly joining, in repairing of a tunnel inner surface with repairing panels integrated together through hinges, the repairing panels to a set panel without clearance in a tunnel internal construction site, setting the panels between pieces/between rings without dislocation or difference in level, and efficiently and inexpensively performing prefect repairing of the tunnel inner surface in a short time, and a repairing lining plate therefor. SOLUTION: The lining plate 4 is divided to four pieces or a precast top end panel 10, side wall panels 11 and a bottom plate panel 12, and the side wall panels 11 are connected to the top end panel 10 through hinges 13 to form an arched panel of hinge structure. The arched panel is expanded at the construction site within the tunnel, the top end panel and the side wall panels are jointed together without difference in level by embedded pins on the joining end surfaces or the like, the arched panel is pressed onto the set panel and joined thereto without difference in level by centering pins on the joining end surfaces or the like. The bottom plate panel 12 is pressed onto the set panel and joined thereto without difference in level by centering pins on the joining end surfaces or the like, and both end parts of the bottom plate panel 12 are connected to the side wall panels 11. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种隧道修复方法，能够在通过铰链将修复面板整合在一起的隧道内表面的修复中平稳地接合，修理面板在隧道内部施工现场没有间隙将板之间/环之间的位置设置为无位错或水平差异，并且在短时间内有效且廉价地对隧道内表面进行修复，以及修复衬板。解决方案：衬板4分为四块或预制顶端板10，侧壁板11和底板板12，侧壁板11通过铰链13连接到顶端板10 以形成铰链结构的拱形板。拱形面板在隧道内的施工现场扩展，顶端面板和侧壁面板通过嵌入式销钉在接合端面等上接合在一起而没有差别，拱形面板被压在设置面板上并且通过在接合端面等上的定心销而将其接合而没有水平差。底板面板12被压到固定板上并通过接合端面等上的定心销而与其接合而没有差别，并且底板12的两个端部连接到侧壁板11。 P>版权所有（C）2008，JPO＆INPIT

8. 发明专利

JP2005315029A Prestressed concrete structure for lining work, and its fabrication method 有权
标题翻译：预制混凝土结构工程及其制造方法
公开(公告)号：JP2005315029A
公开(公告)日：2005-11-10
申请号：JP2004136707
申请日：2004-04-30
申请人： Geostr Corp , Ishikawajima Constr Materials Co Ltd , Nihon Samicon Co Ltd , Nippon Concrete Ind Co Ltd , Public Works Research Institute , ジオスター株式会社 , 日本コンクリート工業株式会社 , 日本サミコン株式会社 , 独立行政法人土木研究所 , 石川島建材工業株式会社
发明人： NAKAYAMA SOICHIRO , ODAKA TAKESHI , MATSUO HISAYUKI , ONDA SUSUMU
IPC分类号： E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a method capable of repairing or reinforcing a tunnel without violating the clearance for vehicle.
SOLUTION: A prestressed concrete structure 3 is formed to an arch shape along the inner surface of the tunnel. A thin portion 5 is fabricated as a prestressed concrete structure between both side portion 6, 6. The thin portion 5 is formed as a recessed portion 4c, and its inner surface is recessed toward the outer surface of the tunnel in the radial direction. The thin portion 5 has main reinforcing bars 8 and distributing bars 9 which are laid overlapping each other and extruded from both the sides to the existing structure. Thereafter, fresh concrete containing a fiber material 12 such as a steel fiber is casted in the thin portion. And the side portions 6, 6 of the existing tunnel structure and the thin portion are joined together by overlapping the main reinforcing bars 8 and the distributing bars 9 protruded from the thin portion 5. By forming two prestressed concrete structures 3 into the shoulder portions of the inner surface of the tunnel, they can be built without violating the clearance for vehicle.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供能够修复或加强隧道而不违反车辆间隙的方法。解决方案：预应力混凝土结构3沿着隧道的内表面形成为拱形。半部分5被制作为在两侧部分6,6之间的预应力混凝土结构。薄壁部分5形成为凹陷部分4c，并且其内表面在径向方向上朝隧道的外表面凹陷。薄壁部分5具有彼此重叠并从两侧挤压到现有结构的主筋8和分配杆9。此后，将包含诸如钢纤维的纤维材料12的新鲜混凝土浇铸在薄部分中。并且现有的隧道结构的侧部6,6和薄壁部分通过重叠主钢筋8和从薄壁部分5突出的分配杆9而连接在一起。通过将两个预应力混凝土结构3形成到隧道的内表面，可以在不违反车辆间隙的情况下建造。版权所有（C）2006，JPO＆NCIPI

9. 发明专利

JP2007321450A Installation structure of lining pc slab and its pc slab 有权
标题翻译：内衬PC SLAB及其PC SLAB的安装结构
公开(公告)号：JP2007321450A
公开(公告)日：2007-12-13
申请号：JP2006153166
申请日：2006-06-01
申请人： Geostr Corp , Ishikawajima Constr Materials Co Ltd , Nihon Samicon Co Ltd , Nippon Concrete Ind Co Ltd , Public Works Research Institute , ジオスター株式会社 , 日本コンクリート工業株式会社 , 日本サミコン株式会社 , 独立行政法人土木研究所 , 石川島建材工業株式会社
发明人： MASHITA HIDETO , ISHIMURA TOSHIAKI , NAKAYAMA SOICHIRO , ODAKA TAKESHI , MATSUO HISAYUKI , WATABE SATOSHI
IPC分类号： E21D11/08
摘要： PROBLEM TO BE SOLVED: To repair and reinforce a tunnel, without violating a vehicle construction limit, by a structure for improving strength of a member.
SOLUTION: A pair of PC slabs 3 and 4 are formed by being divided into two parts at the top end of the tunnel 1, and are formed in an arch shape along a tunnel inner surface. The pair of respective PC slabs 3 and 4 are incorporated with first support members 10 and 10 projected toward the tunnel 1 side in a position in the vicinity of substantially oblique 45°, and take reaction by allowing the tip of the first support members 10 to abut on an inner surface of the tunnel 1. A second support member 11 is provided in a connecting part T for connecting the respective PC slabs 3 and 4 divided into two parts.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：通过用于提高构件强度的结构来修复和加固隧道，而不违反车辆结构限制。解决方案：一对PC板3和4通过在隧道1的顶端被分成两部分形成，并且沿着隧道内表面形成为拱形。一对PC板3和4与在大致倾斜45°附近的位置上朝向隧道1侧突出的第一支撑构件10和10结合，并且通过允许第一支撑构件10的尖端邻接在隧道1的内表面上。第二支撑构件11设置在连接部分T中，用于连接分成两部分的各PC板3和4。版权所有（C）2008，JPO＆INPIT

10. 发明专利

JP2009073695A Water absorption preventing layer forming method 审中-公开
标题翻译：水分吸收防止层形成方法
公开(公告)号：JP2009073695A
公开(公告)日：2009-04-09
申请号：JP2007244371
申请日：2007-09-20
申请人： Nippon Concrete Ind Co Ltd , Ts Planning:Kk , 日本コンクリート工業株式会社 , 株式会社ティ・エス・プランニング
发明人： MATSUO HISAYUKI , USUHA SHINICHI , TAKEBE ATSUSHI , SATO SATOSHI
IPC分类号： C04B41/64 , C09D1/00 , C09K3/18
CPC分类号： C04B41/4922 , C04B41/009 , C04B41/4592 , C04B28/02
摘要： PROBLEM TO BE SOLVED: To provide a water absorption preventing layer forming method which can efficiently form a water absorption preventing layer on a concrete body.
SOLUTION: A permeable water absorption preventing material 3 to form the water absorption preventing layer 2 is applied on the surface of the concrete body 1. At least the portion of the concrete body 1 on which the permeable water absorption preventing material 3 is applied is covered with a blocking body 4. After a water absorption preventing layer 2 of the permeable water absorption preventing material 3 is formed on the concrete body 1, the blocking body 4 is removed from the concrete body 1. Thus, covering the portion on which the permeable water absorption preventing material 3 has been applied with the blocking body 4 after the permeable water absorption preventing material 3 has been applied can suppress volatilization of the permeable water absorption preventing material 3, and allows the permeable water absorption preventing material 3 to effectively permeate deeply into the interior of the concrete body 1, thereby efficiently forming the water absorption layer 2 on the concrete body 1.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够有效地在混凝土体上形成防吸水层的吸水防止层形成方法。解决方案：将形成吸水防止层2的可渗透吸水防止材料3施加到混凝土主体1的表面上。至少在其上具有渗透性吸水防止材料3的混凝土体1的部分在混凝土主体1上形成有透水吸水防止材料3的防吸水层2后，从混凝土主体1上取下阻挡体4，从而将其覆盖在在渗透吸水性防止材料3被涂敷之后，渗透性吸水性防止材料3已被涂布在阻挡体4上的方法可以抑制渗透性吸水防止材料3的挥发，并且能够有效地使渗透性吸水材料3 渗透到混凝土体1的内部，从而在co上有效地形成吸水层2 版权所有（C）2009，JPO＆INPIT

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