ポーラスコンクリートの品質管理方法

    公开(公告)号:JP6868741B1

    公开(公告)日:2021-05-12

    申请号:JP2020207183

    申请日:2020-12-15

    Abstract: 【課題】現場で使用する骨材の随伴水量や混錬機内の残留水量の影響によって混練開始時に添加する水量を決定することが難しいポーラスコンクリートにおいて容易に品質管理を行うことが可能なポーラスコンクリートの品質管理方法を提供する。 【解決手段】本ポーラスコンクリートの品質管理方法は、混錬後のポーラスコンクリートに対して近赤外線を照射して近赤外線の吸光度を計測し、計測した近赤外線の吸光度を、予め求められたコンクリート流動性試験値と近赤外線の吸光度との相関関係に当てはめることによって、ポーラスコンクリートの品質を評価する方法である。 【選択図】図4

    Lining method and lining material
    5.
    发明专利
    Lining method and lining material 审中-公开
    内衬方法和衬里材料

    公开(公告)号:JP2006256213A

    公开(公告)日:2006-09-28

    申请号:JP2005079083

    申请日:2005-03-18

    Abstract: PROBLEM TO BE SOLVED: To prevent the falling of a lining material without exposing a fixing tool on the surface of the lining material.
    SOLUTION: In the lining material 1 joined by the fitting of the mortise-like strip 5 provided to one side part of the lining material 1 and the mortise-like grooved strip 6 provided to the other side part thereof, a fixing part 6d is provided on the side of the mortise-like grooved strip 6 so as to extend toward the outside from the surface 1a of the lining material 1 to be positioned on the side of the wall surface Ka of a structure K. After the lining material 1 is opposed to the wall surface Ka of the structure K to fix the fixing part 6d to the wall surface Ka by the fixing tool 7, the mortise-like strip 5 is fitted to the mortise-like grooved strip 6 provided in the vicinity of the fixing part 6d to join the lining material 1, and the fixing part 6d and the fixing tool 7 are covered with the lining material 1.
    COPYRIGHT: (C)2006,JPO&NCIPI

    Abstract translation: 要解决的问题:为了防止衬里材料的下落,而不会在衬里材料的表面上暴露固定工具。 解决方案:在通过设置在衬套材料1的一个侧面上的榫眼状条5的装配和设置在衬套材料1的另一侧部分上的榫眼形槽带6连接的衬里材料1中, 6d设置在榫状沟槽带6的侧面上,以便从衬里材料1的表面1a向外延伸以定位在结构K的壁表面Ka的一侧。衬里材料 1与结构体K的壁面Ka相对,通过固定工具7将固定部分6d固定在壁面Ka上,将榫状条5装配到设在其附近的榫状沟槽带6上 固定部分6d连接衬里材料1和固定部分6d和固定工具7被衬里材料1覆盖。版权所有:(C)2006,JPO&NCIPI

    Lining method, lining material and lining material bonding apparatus
    6.
    发明专利
    Lining method, lining material and lining material bonding apparatus 审中-公开
    内衬方法,衬里材料和内衬材料粘合装置

    公开(公告)号:JP2006247860A

    公开(公告)日:2006-09-21

    申请号:JP2005063548

    申请日:2005-03-08

    Abstract: PROBLEM TO BE SOLVED: To prevent a lining material from being turned up from the surface side of its jointed part. SOLUTION: The lining material is spirally or annularly joined to the inner surface of an existing pipe being one example of a structure in the pipe axial direction of the existing pipe and a groove, which is opened over a predetermined width so as to go toward the side opposite to the inner surface of the existing pipe and extends in the length direction of the lining material, is formed to the joined part of the lining material. Then, the groove is filled with a filler such as a resin or the like in a molten state to be made flush with the surface of the lining material positioned on the side opposite to the inner surface of the existing pipe. COPYRIGHT: (C)2006,JPO&NCIPI

    Abstract translation: 要解决的问题:为了防止衬里材料从其接合部分的表面侧向上翻转。 解决方案:衬套材料与现有管的内表面螺旋或环形接合,是现有管道的管轴方向上的结构的一个示例,以及以预定宽度打开的槽​​,以便 向与现有管的内表面相对的一侧延伸,并沿衬里材料的长度方向延伸,形成衬里材料的接合部分。 然后,以熔融状态填充树脂等填充物,使其与位于与现有管的内表面相反一侧的衬里材料的表面齐平。 版权所有(C)2006,JPO&NCIPI

    Equipment and method for constructing wall body around pipe
    8.
    发明专利
    Equipment and method for constructing wall body around pipe 有权
    用于构造管道壁体的设备和方法

    公开(公告)号:JP2006152554A

    公开(公告)日:2006-06-15

    申请号:JP2004340279

    申请日:2004-11-25

    Abstract: PROBLEM TO BE SOLVED: To construct a wall body with high seepage control performance around a pipe laid in ground; to reduce costs; and to shorten a construction period. SOLUTION: Ground G and a sluice pipe Z are separated from each other by closing an annular opening of the sluice pipe Z by means of a circumferential seal 1; a boring rod 6 is pushed out into the ground G through the circumferential seal 1 and the opening, and rotated on the axis of the rod 6; and a wall constructing material Y is ejected from an ejection port at the leading end of the boring rod 6, so that the wall constructing material Y can be infilled into a bored hole V while the hole V is bored in the ground G. Boring steps like this are repeated while the boring rod 6 is revolved in the circumferential direction Q of the sluice pipe Z, so that an annular groove M composed of the plurality of bored holes V in the state of continuing around the sluice pipe Z can be formed. After that, the annular wall body is constructed around the sluice pipe Z by hardening the wall constructing material Y in the groove M. COPYRIGHT: (C)2006,JPO&NCIPI

    Abstract translation: 要解决的问题:围绕放置在地面的管道构造具有高渗流控制性能的墙体; 降低成本; 并缩短施工期。 解决方案:通过周向密封1关闭闸管Z的环形开口,地面G和闸管Z彼此分离; 镗杆6通过周向密封件1和开口被推出到地面G中,并且在杆6的轴线上旋转; 并且壁构造材料Y从镗杆6的前端处的喷出口喷射,使得壁构造材料Y可以填充到钻孔V中,同时孔V在地面钻孔G中。镗削步骤 在镗杆6沿闸流管Z的圆周方向Q旋转的同时,重复上述操作,从而可以形成由连续在闸管Z周围的多个钻孔V构成的环形槽M。 之后,通过使沟槽M中的壁构造材料Y硬化,环形壁体围绕闸管Z构成。版权所有(C)2006,JPO&NCIPI

    Lining method and apparatus for the method
    9.
    发明专利
    Lining method and apparatus for the method 有权
    方法的线性方法和装置

    公开(公告)号:JP2006035596A

    公开(公告)日:2006-02-09

    申请号:JP2004217675

    申请日:2004-07-26

    Abstract: PROBLEM TO BE SOLVED: To provide a lining method which is applicable to a non-circular existing pipe while holding a cross-sectional reduction percentage by lining to be small and an apparatus for the method.
    SOLUTION: The lining apparatus 10 has a guide frame 36 arranged along the cross section of the existing pipe 12, and a conveyance unit 48 and an engagement unit 50 are fitted movably to the guide frame 36. The conveyance unit 48, while moving on the guide frame 36, holds a strip 14 by two feed rollers 88, forcively delivers the strip 14, and pushes the strip 14 at a prescribed acute angle against the inner surface of the existing pipe 12. The engagement unit 50, while moving on the guide frame 36, holds a joiner 24 against the strip 14 pushed by a joining roller 102 to engage the joiner 24. Since the strip 14 is pushed and stuck against the inner surface of the existing pipe 12 by the conveyance unit 48 and the engagement unit 50, the cross-sectional reduction percentage by the lining is held to be small so that the strip can be pipe-made independent of the cross-sectional shape of the existing pipe 12.
    COPYRIGHT: (C)2006,JPO&NCIPI

    Abstract translation: 要解决的问题:提供一种适用于非圆形现有管道的衬里方法,同时通过衬里将截面减小百分比保持较小并且该方法的装置。 解决方案:衬里装置10具有沿着现有管12的横截面布置的引导框架36,并且输送单元48和接合单元50可移动地装配到引导框架36.输送单元48同时 在引导框架36上移动,通过两个进给辊88保持条带14,强制地输送条带14,并以预定的锐角将条带14推压到现有管道12的内表面上。接合单元50在移动 在引导框架36上,将接合器24保持抵靠由连接辊102推动的条带14以接合接合件24.由于条带14被传送单元48推压并粘附在现有管道12的内表面上,并且 接合单元50,通过衬里的横截面减小百分比被保持为小,使得带可以独立于现有管12的横截面形状而被管道制造。(C)2006, JPO&NCIPI

    Method of regenerating existing tube
    10.
    发明专利
    Method of regenerating existing tube 有权
    再现现有管的方法

    公开(公告)号:JP2005240969A

    公开(公告)日:2005-09-08

    申请号:JP2004054732

    申请日:2004-02-27

    Abstract: PROBLEM TO BE SOLVED: To enhance workability without requiring connecting operation within an existing tube. SOLUTION: A method for regerating the existing tube comprises assembling an arc member and a connection member inside manhole etc. and then creating a plurality of ring body units 10. It comprises carrying them into the installed tube 32 in sequence and lining up without connecting the ring body unit 10 with each other. It comprises winding up a belt-like inside member 40 on inner surface of the ring body unit 10 after they are arranged and then forming inner surface of the regeneration tube. It comprises injecting a filling from above net-like spacer 34 between the belt-like inside member 40 rolled and the installed tube 32 and making the installed tube 32 in one piece with the ring body unit 10 and the belt-like inside member 40. COPYRIGHT: (C)2005,JPO&NCIPI

    Abstract translation: 要解决的问题:提高可加工性,而不需要在现有管内连接操作。 解决方案:一种用于调节现有管的方法,包括在人孔等内部组装弧形构件和连接构件,然后形成多个环形体单元10.其包括依次将它们运入安装的管32并排列 而不将环主体单元10彼此连接。 其包括在环状体单元10的内表面上缠绕带状的内部构件40,并且再形成再生管的内表面。 它包括从卷状的带状内部构件40和安装的管32之间的上部网状间隔件34注入填充物,并将安装的管32与环形体单元10和带状内部构件40一体地制成。 版权所有(C)2005,JPO&NCIPI

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