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1. 发明专利

JP2012087481A Lining concrete curing device and lining concrete curing system 审中-公开
标题翻译：内衬混凝土固化装置和内衬混凝土固化系统
公开(公告)号：JP2012087481A
公开(公告)日：2012-05-10
申请号：JP2010232993
申请日：2010-10-15
申请人： Mashino:Kk , Shimizu Corp , 株式会社マシノ , 清水建設株式会社
发明人： SAKAMOTO MASANOBU , ISHII SABURO , ETO MASAMITSU , NISHIMURA SHINICHI
IPC分类号： E21D11/10 , C04B40/02 , C04B40/04
摘要： PROBLEM TO BE SOLVED: To provide a lining concrete curing device and a lining concrete curing system, capable of keeping a surface of lining concrete wet while adjusting the curing temperature to a desired temperature.SOLUTION: A lining concrete curing device 100 comprises: a waterproof heat insulation sheet 13 which is arranged along a surface 1a of the lining concrete 1, at a predetermined distance H from the surface 1a, water supply means 16 which supplies spray water to a temperature controlled wet curing space 14 defined by the lining concrete surface 1a and the heat insulation sheet 13, and blow means 17 which sends temperature controlled air into the temperature controlled wet curing space 14.
摘要翻译：要解决的问题：提供一种衬里混凝土固化装置和衬里混凝土固化系统，其能够将衬里混凝土的表面保持湿润，同时将固化温度调节到所需温度。解决方案：衬里混凝土固化装置100包括：防水隔热片13，其沿着衬里混凝土1的表面1a布置在距表面1a预定距离H处;供水装置16，其供应喷雾水到由衬里混凝土表面1a和绝热片13限定的温度控制的湿固化空间14，以及将温度控制的空气送入温度控制的湿固化空间14的吹风装置17.版权所有（C）2012年， JPO＆INPIT

2. 发明专利

JP2010084387A Apparatus and method for curing concrete continuous body 有权
标题翻译：用于固化混凝土连续体的装置和方法
公开(公告)号：JP2010084387A
公开(公告)日：2010-04-15
申请号：JP2008253561
申请日：2008-09-30
申请人： Mashino:Kk , Takenaka Doboku Co Ltd , 株式会社マシノ , 株式会社竹中土木
发明人： KAKIZAWA MASAKI , SAKAMOTO MASANOBU
IPC分类号： E21D11/10 , C04B40/02 , C04B40/04
摘要： PROBLEM TO BE SOLVED: To provide an apparatus and method for curing a concrete continuous body, achieving the concrete continuous body of tunnel lining concrete or the like excelling in quality and durability by preventing cracks, stripping and exfoliation of a concrete surface. SOLUTION: A curing agent spraying apparatus 2 including a spray arm 11 of similar shape to the inner side face shape of the concrete continuous body is provided at the rear part of a mobile concrete placing form apparatus 1. The curing agent spraying apparatus 2 includes a spray amount adjusting mechanism for adjusting the spray amount of the curing agent 18 according to the moving speed of the mobile concrete placing form apparatus 1. The curing agent 18 is uniformly sprayed to the concrete surface 3a of the concrete continuous body 3 from a spray nozzle 13 equipped at the spray arm 11, following the movement of the mobile concrete placing form apparatus 1 after the removal of the concrete continuous body 3. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种固化混凝土连续体的装置和方法，通过防止混凝土表面的裂纹，剥离和剥落来实现质量和耐久性优良的隧道衬砌混凝土等混凝土连续体。解决方案：在移动混凝土浇筑成形装置1的后部设置有包括与混凝土连续体的内侧面形状相似形状的喷雾臂11的固化剂喷射装置2.固化剂喷射装置 2包括用于根据移动混凝土浇筑装置1的移动速度调节固化剂18的喷雾量的喷雾量调节机构。固化剂18被均匀地喷射到混凝土连续体3的混凝土表面3a上在喷雾臂11上配备有喷雾喷嘴13，在拆除混凝土连续体3之后，移动混凝土浇筑装置1移动之后。（C）2010，JPO＆INPIT

3. 发明专利

JP2014152527A Curing water supply system for concrete curing facility and the like 审中-公开
标题翻译：用于混凝土固化设备的固化水供应系统
公开(公告)号：JP2014152527A
公开(公告)日：2014-08-25
申请号：JP2013023132
申请日：2013-02-08
申请人： Mashino:Kk , 株式会社マシノ
发明人： SAKAMOTO MASANOBU , TSUCHINAGA NAOKI , NISHIHARA NAOYA , GORO HIROSHI , FUJISHIGE KENJI
IPC分类号： E21D11/10 , B01D21/26 , B01D36/00
摘要： PROBLEM TO BE SOLVED: To increase replacement days of a filter cartridge by several times, reduce time and labor for replacing of the filter cartridge, its consumption cost, and the generation quantity of industrial wastes as much as possible, and decrease the water disposal amount, in a filtering filter type curing water supply system.SOLUTION: Water taken in from a water source 10 is first supplied to a centrifugal separation type filtration device 20, and impurities having large grain diameter and mass contained in the water are removed by a centrifugal separation action and a sedimentation action. Then, the treated water is supplied to a filter-type filtering device 12 and filtered, the treated water from which finer impurities are removed is temporarily stored in a large capacity water tank 13, and water of the water tank is supplied to a concrete curing facility 15 by a high pressure pump 14 and used as concrete curing water.
摘要翻译：要解决的问题：为了增加多次过滤器的更换天数，尽可能减少更换滤芯的时间和人力，降低工业废弃物的消耗成本和产生量，并减少水处理量，在过滤式固化供水系统中。首先将从水源10吸入的水供给到离心分离型过滤装置20，并通过离心除去水中含有的大粒径和质量的杂质分离作用和沉淀作用。然后，将经处理的水供给到过滤器型过滤装置12，过滤，将从其中除去更多杂质的处理水暂时储存在大容量水箱13中，并将水箱的水供给到混凝土固化设施15由高压泵14并用作混凝土固化水。

4. 发明专利

JP2009235894A Concrete curing method and system 有权
标题翻译：混凝土固化方法与系统
公开(公告)号：JP2009235894A
公开(公告)日：2009-10-15
申请号：JP2009140723
申请日：2009-06-12
申请人： Mashino:Kk , Masanobu Sakamoto , 全布坂本 , 株式会社マシノ
发明人： SAKAMOTO MASANOBU
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a concrete curing system and method having movable water spray equipment as a measure method for preventing cracking of concrete constructed on a continuum of a tunnel or box culvert.
SOLUTION: A support member is assembled at a position separated from the concrete surface of a body structure by 100-300 mm. Wheels are attached to the leg parts of the support member. Water spray tools 3 are installed, and the support member is covered with a waterproof sheet 2. The concrete curing system is installed immediately after removing concrete placing forms, and water spraying is started and continued for 24-72 hours. After completing the water spraying, the concrete curing system can move in this state by one span of concrete placing. A device warming water to adjust water spray temperature can be mounted.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供具有可移动喷水设备作为防止在隧道或箱涵连续体构造的混凝土开裂的措施的混凝土固化系统和方法。解决方案：支撑构件组装在与身体结构的混凝土表面分离100-300mm的位置。轮子附接到支撑构件的腿部。安装喷水工具3，并且用防水片2覆盖支撑构件。在除去混凝土浇筑形式之后立即安装混凝土固化系统，开始喷水并持续24-72小时。完成喷水后，混凝土固化系统可以在这种状态下移动一跨混凝土浇筑。可以安装一个装置加温水来调节喷水温度。版权所有（C）2010，JPO＆INPIT

5. 发明专利

JP2015004194A 山岳トンネル切羽前方地山の地質探査方法审中-公开
标题翻译：山地隧道工程地质前沿自然地质地质调查方法
公开(公告)号：JP2015004194A
公开(公告)日：2015-01-08
申请号：JP2013129484
申请日：2013-06-20
申请人：株式会社マシノ , Mashino:Kk
发明人： SAKAMOTO MASANOBU
IPC分类号： E21D9/06 , G01N15/02 , G01N21/27 , G01N27/416 , G01N33/24
摘要：【課題】トンネル掘削工事に実施される爆薬装填用孔の掘削、或いは先受け工法として実施される穿孔の工程を利用して実施でき、切羽前方地山の地質情報を、掘削又は排水から得た試料に基づいて得ることができ、直ちにトンネル掘削工事の実施に速やかに適切に反映できる。【解決手段】トンネル切羽1の掘削作業時に発生する掘削排水4のpH値を計測してpHデータを得る。掘削排水4を遠心分離型濾過器7により固形物13の分離回収を行う。分離回収した固形物13を、カメラ等の画像取得手段で撮影して色彩データを求め、更に同固形物13を篩い分けして粒度分布データを得る。得られたpHデータと色彩データ及び粒度分布データのいずれか一種、又は複数種をそれぞれ、既知の岩種区分データ、色彩データ及びpHデータと照合する判定を行う。【選択図】図1
摘要翻译：要解决的问题：立即，快速适当地反映执行隧道开挖工作时工作面前方自然的地质信息，根据挖掘或排水取得的样本，可获取的地质信息，通过使用和执行开挖隧道挖掘工程所执行的爆炸装载孔或作为前提法执行的钻孔。测量隧道工作面1的挖掘工作产生的挖掘排水4的pH值，以获取pH数据。固体物质13通过离心分离型过滤器7从挖掘排水口4分离回收。通过诸如照相机的图像获取装置拍摄分离回收的固体物质13来确定颜色数据，并且还获取晶粒度分布数据通过筛出固体物质13.确定用已知的岩石分类数据，颜色数据和pH数据分别对照所获取的pH数据，颜色数据和粒度分布数据中的一种或多种。

6. 发明专利

JP2011208407A Method for curing tunnel lining concrete 有权
标题翻译：固化隧道混凝土的方法
公开(公告)号：JP2011208407A
公开(公告)日：2011-10-20
申请号：JP2010076492
申请日：2010-03-30
申请人： Kajima Corp , Mashino:Kk , 株式会社マシノ , 鹿島建設株式会社
发明人： KONDO KEIJI , SAKAMOTO MASANOBU
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a method for curing tunnel lining concrete that can improve the quality of concrete to prevent crack initiation.SOLUTION: Lining concrete 5 of a tunnel 3 is placed, and a plurality of piping units 13 are installed inside the lining concrete 5 in a curing section 11 and connected in the axial direction of the tunnel. The piping unit 13 is composed of two straight pipes 13a, and the two pipes 13a are arranged in the axial direction of the tunnel on both sides of the tunnel 3. Water is then spread at a predetermined spray angle from a nozzle 35 installed in a hole 17 provided in the pipe 13a until the lining concrete 5 removed from a form reaches a predetermined material age. The piping unit 13 at the last part in the excavating direction is then removed from the inside of the lining concrete 5 and installed ahead in the tunnel excavating direction.
摘要翻译：要解决的问题：提供一种固化隧道衬砌混凝土的方法，可以提高混凝土的质量，防止裂缝发生。解决方案：将隧道3的衬里混凝土5放置在衬里内部，多个管道单元13 混凝土5在固化部分11中并沿隧道的轴向连接。管道单元13由两根直管13a构成，两根管13a沿隧道两侧的隧道轴向布置，然后以预定的喷射角度从安装在隧道内的喷嘴35扩展。设置在管道13a中的孔17直到从形式移除的衬里混凝土5达到预定的材料年龄。然后从挖掘方向的最后部分的管道单元13从衬里混凝土5的内部移除并且在隧道挖掘方向上安装。

7. 发明专利

JP2010242310A Device and method for curing concrete continuum 有权
标题翻译：用于固化混凝土连续的装置和方法
公开(公告)号：JP2010242310A
公开(公告)日：2010-10-28
申请号：JP2009089090
申请日：2009-04-01
申请人： Mashino:Kk , 株式会社マシノ
发明人： SAKAMOTO MASANOBU
IPC分类号： E21D11/10 , C04B40/02 , E04G21/02
摘要： PROBLEM TO BE SOLVED: To provide a device and a method for curing a concrete continuum, which achieve optimum insulated curing, wet curing and continuous curing. SOLUTION: This curing device 10, which is connected to the rear of a movable concrete placing form apparatus 10, includes a waterproof sheet 4 which is provided in a tensioned state on the outer peripheral part of a skeleton composed of vertical and horizontal materials 2 and 3, a nozzle pipe 5, an airbag 6, etc. The airbag 6 is swollen and brought into close contact with the concrete continuum 1 with no space between; and a space, which is formed of the concrete continuum 1 and the waterproof sheet 4, is formed as an enclosed space 12. The curing device 10 enables the insulated curing which keeps the temperature of the inside of the enclosed space 12 at a value equivalent to a maximum value of hydration of water and cement. Additionally, the curing device 10 enables the wet curing which keeps the humidity of the inside of the enclosed space 12 at 99-100%. Furthermore, the airbag 6, which enables the continuous curing, is made of a material which is not damaged through contact with the concrete continuum 1 and abrasion. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种固化混凝土连续体的装置和方法，其实现最佳的绝缘固化，湿固化和连续固化。解决方案：该固化装置10连接到可移动混凝土浇筑成形装置10的后部，包括防水片4，该防水片4以垂直和水平方式构成的骨架的外围部分处于张紧状态材料2和3，喷嘴管5，气囊6等。气囊6膨胀并与混凝土连续体1紧密接触，其间没有空间; 并且由混凝土连续体1和防水片4形成的空间形成为封闭空间12.固化装置10使得能够将封闭空间12的内部的温度保持在等价值的绝缘固化达到水和水泥水化的最大值。此外，固化装置10能够使湿固化，其将封闭空间12的内部的湿度保持在99-100％。此外，能够连续固化的安全气囊6由不与混凝土连续体1接触而损坏的材料和磨损构成。版权所有（C）2011，JPO＆INPIT

8. 发明专利

JP2013091981A Backfill injection method of tunnel and injection apparatus used in the same 有权
标题翻译：隧道注入方法及其注入装置
公开(公告)号：JP2013091981A
公开(公告)日：2013-05-16
申请号：JP2011234834
申请日：2011-10-26
申请人： Mashino:Kk , 株式会社マシノ
发明人： SAKAMOTO MASANOBU
IPC分类号： E21D11/00
摘要： PROBLEM TO BE SOLVED: To provide a backfill injection method of a tunnel, capable of remarkably reducing an injection amount of a filler while maintaining soundness or the like thereby rationally and economically stabilizing a tunnel structure by contriving filler injection means, and to provide an injection apparatus used in the method.SOLUTION: A plurality of injection holes 4 penetrating through lining concrete 1 toward a cavity part 3 are aligned at an interval respectively in a tunnel axial direction X at positions at a top end of the lining concrete 1 and on both sides in the circumferential direction Y. When injecting a filler 5 from injection holes 4a and 4b of a low column among the plurality of injection holes 4... to an injection hole 4c of a high column, by quantitatively injecting the filler 5 to the injection holes 4a and 4b of the low column other than the injection hole 4c provided on the top end and pressure-injecting the filler 5 only to the injection hole 4c provided on the top end, the filler 5 is injected to the almost entire cavity part 3.
摘要翻译：要解决的问题：提供隧道的回填注射方法，其能够通过设计填料注入装置来合理地且经济地稳定隧道结构，同时保持良好性等而显着降低填料的注入量，并且提供在该方法中使用的注射装置。解决方案：穿过衬里混凝土1朝向空腔部分3的多个喷射孔4分别以隧道轴向方向X在衬里混凝土1的顶端位置和当从多个喷射孔4 ...中的低塔的喷射孔4a和4b向高塔的喷射孔4c注入填料5时，通过将填料5定量地注入喷射孔4a 和4b，而不是设置在顶端上的喷射孔4c，并且仅将填料5加压到设置在顶端上的喷射孔4c中，将填料5喷射到几乎整个空腔部分3中。 P>版权所有（C）2013，JPO＆INPIT

9. 发明专利

JP2011106219A Curing device for tunnel lining concrete of widened section 有权
标题翻译：隧道内衬混凝土固化装置固化装置
公开(公告)号：JP2011106219A
公开(公告)日：2011-06-02
申请号：JP2009264727
申请日：2009-11-20
申请人： Mashino:Kk , Takenaka Doboku Co Ltd , 株式会社マシノ , 株式会社竹中土木
发明人： ICHIYAMA TETSUHISA , YOSHIMURA KIICHIRO , TANIYAMA NOBURO , SAKAMOTO MASANOBU
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a curing device for the widened section lining concrete of a tunnel capable of developing a high curing effect of the same degree as the curing of the general section lining concrete by remodeling a curing device for general section lining concrete.
SOLUTION: In a curing device 20 for general section lining concrete, members 1 for airbag support are radially installed on the widened section sides of arch frames 11 positioned at the axial front and rear ends of a tunnel, members 2 for airbag installation are installed on the outer peripheral surface of the arch frames and the upper ends of the members for airbag support in arcuate shapes similar to the shape of the inner surface of the widened section lining concrete 9 while securing a proper interval for fitting the inflated airbag 3 to the inner surface of the widened section lining concrete, the airbag is installed on the upper surface of the member for airbag installation, and end shielding sheets 4 for closing the gaps between the members for airbag installation and the arch frame are stretched tightly in the vertical direction.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种隧道加宽段衬砌混凝土的固化装置，能够通过重塑一般部分的固化装置来形成与通常的衬砌混凝土的固化相同程度的高固化效果衬里混凝土解决方案：在用于一般剖面衬里混凝土的固化装置20中，用于安全气囊支撑件的构件1径向地安装在位于隧道的轴向前端和后端的拱形框架11的加宽部分侧上，用于安全气囊安装的构件2 安装在拱形框架的外周面和用于安全气囊支撑的构件的上端，其形状类似于加热部分衬里混凝土9的内表面的形状，同时确保用于装配充气的气囊3的适当间隔在安装了用于安全气囊的构件的上表面上安装有用于安全气囊装置的构件和拱形框架之间的间隙的末端屏蔽片4，垂直方向版权所有（C）2011，JPO＆INPIT

10. 发明专利

JP2008223372A Concrete curing method 审中-公开
标题翻译：混凝土固化方法
公开(公告)号：JP2008223372A
公开(公告)日：2008-09-25
申请号：JP2007064574
申请日：2007-03-14
申请人： Konoike Constr Ltd , Mashino:Kk , 株式会社マシノ , 株式会社鴻池組
发明人： YAMADA HIROYUKI , GOTO YUICHI , MIZUMACHI MINORU , SAKAMOTO MASANOBU
IPC分类号： E21D11/10 , B28B11/24
摘要： PROBLEM TO BE SOLVED: To provide a concrete curing method for performing optimum curing management for concrete after form removal, depending on the age of each concrete section. SOLUTION: According to the concrete curing method, a waterproof sheet 2 is stretched so as to cover a surface of the concrete 1 from which a concrete placing form is removed, in a manner spacing a necessary interval away from the concrete 1, and a spatial portion 3 is secured between the waterproof sheet 2 and the concrete 1. Then water which has its temperature adjusted to a value almost equal to a surface temperature of the concrete 1, changing with the lapse of time due to hydration, is sprayed to the spatial portion 3 in an almost hermetically sealed state, and filled in the spatial portion 3. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：根据每个混凝土段的年龄，提供一种具体的固化方法，用于在除去后进行混凝土的最佳固化处理。解决方案：根据具体的固化方法，将防水片材2以与混凝土1隔开必要的间隔的方式被拉伸以覆盖除去混凝土浇筑件的混凝土1的表面，并且在防水片2和混凝土1之间固定有空间部分3.然后将其温度调节到几乎等于混凝土1的表面温度的值，随着水合时间的流逝而变化的水被喷射到空间部分3，并且填充在空间部分3中。（C）2008，JPO和INPIT

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