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1. 发明专利

JP2014202040A 移動式型枠装置有权
标题翻译：可移动类型形式的设备
公开(公告)号：JP2014202040A
公开(公告)日：2014-10-27
申请号：JP2013081439
申请日：2013-04-09
申请人：鹿島建設株式会社 , Kajima Corp , 岐阜工業株式会社 , Gifu Kogyo Co Ltd
发明人： NISHIOKA KAZUNORI , KONDO KEIJI , SAKAI GORO , SHIGENAGA AKIHIRO , GODA TAIZO , OKUBO TSUNEHIDE
IPC分类号： E21D11/10
摘要：【課題】覆工コンクリートの高品質化と施工効率化とを実現する。【解決手段】移動式型枠装置1は、トンネルの底面3上をトンネル軸方向に走行可能な門型の移動台車4と、台車4をその上方より覆うように配置されて展開・縮径可能なアーチ状の型枠5とを備える。型枠5は、ジャッキ55〜57を介して台車4に連結されるウォール52と、これよりトンネル径方向外側に配置されるフォーム53とからなる2層構造を有する。移動式型枠装置1は、位置合わせ装置と、フォーム引き寄せジャッキ70とを更に備える。フォーム53をウォール52に装着するときに、位置合わせ装置は、ウォール52に対するフォーム53の位置合わせを行う。フォーム53がウォール52に装着された状態で、フォーム引き寄せジャッキ70は、フォーム53をウォール52側に引き寄せることにより、フォーム53をウォール52に固定する。【選択図】図1
摘要翻译：要解决的问题：实现衬里混凝土的高质量和高施工效率。解决方案：可移动式成形装置1包括：能够沿隧道轴线方向在隧道底面3上行进的入口可移动滑架4 ; 以及布置成从其上部覆盖托架4的可扩张/直径收缩的拱形形式5。形式5包括两层结构，其由通过插座55-57连接到托架4的壁52和布置在隧道径向外侧的形式53组成。可移动式成形装置1还包括定位装置和形状附近的插孔70.当将壁板52安装在壁52上时，定位装置将模板53定位在壁52上。在壁52上安装形式53的状态下靠近壁52侧的形式53，从而将形式53固定在壁52上。

2. 发明专利

JP2013087514A Movable type form device, and construction method of lining concrete 有权
标题翻译：可移动型式装置，以及混凝土结构施工方法
公开(公告)号：JP2013087514A
公开(公告)日：2013-05-13
申请号：JP2011229837
申请日：2011-10-19
申请人： Kajima Corp , 鹿島建設株式会社 , Gifu Kogyo Co Ltd , 岐阜工業株式会社
发明人： NISHIOKA KAZUNORI , FUKUYA YOSHINORI , KONDO KEIJI , SHIGENAGA AKIHIRO , SAKAI GORO , OKUBO TSUNEHIDE
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To improve quality of lining concrete and to improve efficiency of construction.SOLUTION: A movable type form device 1 includes a portal movable carriage 4 capable of traveling on a bottom surface 3 of a tunnel in a tunnel axial direction, and an arch-shaped form 5 arranged so as to cover the carriage 4 from the upper part and capable of being expanded/reduced in diameter. The form 5 has a two-layer structure comprising a wall 52 connected to the carriage 4 through jacks 55-57, and a panel form 53 detachably attached thereto. The panel form 53 forms a space S for placing concrete with a tunnel inner peripheral surface when expanded. The panel form 53 is supported by the carriage 4 through the wall 52 and supports the concrete inside the space S when mounted on the wall 52. Also, the panel form 53 is placed at a position where the concrete is placed and protects the concrete at the position when detached from the wall 52.
摘要翻译：要解决的问题：提高衬砌混凝土的质量，提高施工效率。解决方案：可移动式成形装置1包括能够沿隧道轴向方向在隧道的底面3上行进的入口移动托架4和拱形形式5，其布置成从托架4覆盖托架4 上部并且能够扩大/缩小直径。形式5具有两层结构，其包括通过插座55-57连接到托架4的壁52和可拆卸地附接到其上的板形式53。面板形式53在膨胀时形成用于放置具有隧道内周面的混凝土的空间S. 面板53通过壁52由滑架4支撑，并且当安装在壁52上时将混凝土支撑在空间S内。另外，面板形式53被放置在混凝土放置的位置，并保护混凝土离开墙壁的位置52.版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2014190147A Mobile form device and lining concrete construction method 有权
标题翻译：移动式装置和内装混凝土结构方法
公开(公告)号：JP2014190147A
公开(公告)日：2014-10-06
申请号：JP2013069531
申请日：2013-03-28
申请人： Kajima Corp , 鹿島建設株式会社 , Gifu Kogyo Co Ltd , 岐阜工業株式会社
发明人： NISHIOKA KAZUNORI , KONDO KEIJI , SAKAI GORO , SHIGENAGA AKIHIRO , GODA TAIZO , OKUBO TSUNEHIDE
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To attain high quality and of construction efficiency of lining concrete.SOLUTION: A mobile form device 1 includes: a movable carriage 4 travelable on a bottom surface 3 of a tunnel; and an arched concrete form 5 of which diameter is expansible and contractible. The concrete form 5 has a two-layer structure consisting of a wall 52 and a form 53. The form 53 forms a space S (a first space S1 and a second space S2) between a tunnel inner peripheral surface and a tunnel bottom surface during extension of the form 53. Concrete is placed in the space S in a state that the form 53 is attached to the wall 52 during the extension of the form 53. The form 53 is supported by the carriage 4 via the wall 52 during extension thereof and supports concrete in the first space S1, when the form is attached to the wall 52. The form 53 is supported by an invert support part including concrete cured in the second space S2 and protects the concrete in the first space S1, when the form is separated from the wall 52.
摘要翻译：要解决的问题：为了获得衬里混凝土的高质量和施工效率。解决方案：移动式装置1包括：可在隧道的底面3上行进的可移动托架4; 并且其直径可膨胀和收缩的拱形混凝土形式5。具体形式5具有由壁52和形式53组成的两层结构。形式53在隧道内周面与隧道底面之间形成空间S（第一空间S1和第二空间S2）在形式53的延伸期间，将混凝土放置在空间S中。在延伸形式53的过程中，形状53被附接到壁52上。在其延伸期间，形式53经由壁52由托架4支撑并且当形式附接到壁52时，在第一空间S1中支撑混凝土。形式53由包括在第二空间S2中固化的混凝土的反转支撑部支撑，并且当形式与壁52分离。

4. 发明专利

JP2014080810A Concrete placement system and its method for performance space at tunnel crest 有权
标题翻译：混凝土配置系统及其在隧道掘进中的性能空间方法
公开(公告)号：JP2014080810A
公开(公告)日：2014-05-08
申请号：JP2012229991
申请日：2012-10-17
申请人： Kajima Corp , 鹿島建設株式会社 , Gifu Kogyo Co Ltd , 岐阜工業株式会社
发明人： TAKEICHI ATSUSHI , HANADA NORIAKI , UEDA KAZUHARU , KONDO KEIJI , SAKAI GORO , OKUBO TSUNEHIDE
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a concrete placement system which is most suitable for the performance space 3C at a tunnel crest part.SOLUTION: A concrete placement system in this invention comprises: a concrete placement pipe 10, which extends along the axial direction of a tunnel, having a discharge port at its tip; and a placement-pipe feeding device 20, which supports the base end side of the concrete placement pipe 10, and pushes the tip of the concrete placement pipe 10 along the axial direction of the tunnel from the outside of a performance space 3C at the crest part of the tunnel into the inside, or pulls the same out from the performance space. A pressure sensor 32 is installed either on the concrete placement pipe 10 or the placement-pipe feeding device 20, and detects the concrete-filling pressure which is caused on the concrete placement pipe 10 in the direction of pushing it back. The placement-pipe feeding device 20 is controlled to move the concrete placement pipe 10 backward according to the filling pressure detected by the pressure sensor 32.
摘要翻译：要解决的问题：提供一种最适合于隧道顶部的性能空间3C的混凝土浇筑系统。解决方案：本发明的混凝土浇筑系统包括：混凝土浇筑管10，其沿轴向方向延伸隧道，其顶端具有排放口; 以及配置管供给装置20，其支撑混凝土浇筑管10的基端侧，并且沿着隧道的轴向从顶部的工作空间3C的外侧推动混凝土浇筑管10的前端隧道的一部分进入内部，或从表演空间拉出相同的通道。将压力传感器32安装在混凝土浇筑管10或放置管供给装置20上，并且检测混凝土浇筑管10在推回方向上产生的混凝土填充压力。控制放置管供给装置20，根据由压力传感器32检测到的填充压力，向后方移动混凝土浇筑管10。

5. 发明专利

JP2014098704A Inner space displacement measuring method and inner space displacement measuring system 审中-公开
标题翻译：内部空间位移测量方法和内部空间位移测量系统
公开(公告)号：JP2014098704A
公开(公告)日：2014-05-29
申请号：JP2013259264
申请日：2013-12-16
申请人： Kajima Corp , 鹿島建設株式会社 , Sooki Co Ltd , 株式会社ソーキ
发明人： KONDO KEIJI , KAMASHIRO TAKASHI , UESUGI YOSIFUMI , YOKOO ATSUSHI , TANAKA MASAYOSHI , NOBUHARA KOJI , YAMAMOTO TOMOHIDE
IPC分类号： G01C7/06 , E21D9/14 , G01C15/00
摘要： PROBLEM TO BE SOLVED: To provide an inner space displacement measuring method capable of obtaining an inner space displacement in countless points and improved in measuring accuracy.SOLUTION: An inner space displacement measuring method comprises the steps of: mounting a laser scanner target on three known points of a tunnel inner space; obtaining scanner data of the tunnel inner space including the laser scanner target by a three dimensional laser scanner; calculating coordinates of the three dimensional laser scanner from the three known points by the scanner data; obtaining an inner space shape line of a tunnel cross section surface from the scan data; superposing a spring line and a center line on the inner space shape line based on tunnel design data 25; and inner space displacement calculation for calculating the tunnel inner space displacement by a difference between the scan data obtained by a first timing and the scan data obtained by a second timing different from the first timing.
摘要翻译：要解决的问题：提供一种能够获得无数点内部空间位移并提高测量精度的内部空间位移测量方法。解决方案：内部空间位移测量方法包括以下步骤：将激光扫描仪目标安装在三个已知的隧道内部空间点; 通过三维激光扫描仪获取包括激光扫描仪靶的隧道内空间的扫描器数据; 通过扫描器数据从三个已知点计算三维激光扫描仪的坐标; 从扫描数据获得隧道横截面的内部空间形状线; 基于隧道设计数据25在内部空间形状线上叠加弹簧线和中心线; 以及内部空间位移计算，用于通过由第一定时获得的扫描数据与通过与第一定时不同的第二定时获得的扫描数据之间的差来计算隧道内部空间位移。

6. 发明专利

JP2013174619A Method and device for estimating property of concrete 有权
标题翻译：用于估算混凝土性能的方法和装置
公开(公告)号：JP2013174619A
公开(公告)日：2013-09-05
申请号：JP2013112028
申请日：2013-05-28
申请人： Kajima Corp , 鹿島建設株式会社
发明人： NAGOYA KAORU , SAKATA NOBORU , ASHIZAWA RYOICHI , SAKAI GORO , YOKOZEKI KOSUKE , OTSUKA SHUNJI , SHIGENAGA AKIHIRO , KONDO KEIJI
IPC分类号： G01N33/38
摘要： PROBLEM TO BE SOLVED: To provide an estimation method for continuously estimating fresh property with sufficient accuracy in normal concrete.SOLUTION: The estimation method of concrete property includes a property estimation step of inputting fresh concrete C to a hopper 13 of a concrete pump 1, and estimating the fresh property of the fresh concrete C on the basis of an agitation load relating to the rotation of an agitation wing 15 which agitates the fresh concrete C. The property estimation step includes estimating fresh property by comparing the agitation load with the preliminarily specified proper range of the agitation load. In the property estimation step, only the data acquired when the agitation wing 15 is completely buried under the liquid level of the fresh concrete C are adopted as the agitation load to be compared with the proper range.
摘要翻译：要解决的问题：提供一种用于在正常混凝土中以足够的精度连续估计新鲜性质的估计方法。解决方案：混凝土性能的估计方法包括将新鲜混凝土C输入到混凝土泵1的料斗13的性能估计步骤，并根据与搅拌翼15的旋转相关的搅拌载荷来估算新拌混凝土C.该特性估计步骤包括通过将搅拌载荷与预先规定的搅拌载荷进行比较来估算新鲜性适当的搅拌载荷范围。在属性估计步骤中，仅将搅拌翼15完全埋在新鲜混凝土C的液面下时获取的数据作为搅拌载荷，与适当的范围进行比较。

7. 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。

8. 发明专利

JP2014095286A Apparatus and method for spraying construction in tunnel 审中-公开
标题翻译：隧道内喷涂施工的装置及方法
公开(公告)号：JP2014095286A
公开(公告)日：2014-05-22
申请号：JP2013270012
申请日：2013-12-26
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SATO MASAAKI , SHIGENAGA AKIHIRO , KONDO KEIJI , KAMASHIRO TAKASHI , SHIBAZAKI SHIGERU
IPC分类号： E21D11/10 , E04G21/02
摘要： PROBLEM TO BE SOLVED: To provide an apparatus and method for a spraying construction in a tunnel, which can shorten the entire construction period by shortening the time required for erection work of supports and spraying work of a spraying material.SOLUTION: A spraying construction apparatus M1 includes a carriage 1, while the carriage 1 is provided with a set of spraying booms 2A, 2B and a set of erector booms 3A, 3B. When executing the spraying construction to the tunnel, a spraying material is sprayed on the right-side surface of the tunnel through the right spraying boom 2A, and the spraying material is sprayed on the left-side surface of the tunnel through the left spraying boom 2B. At this time, a spraying ruler is kept holding by the erector booms 3A, 3B.
摘要翻译：要解决的问题：提供一种隧道中的喷涂结构的装置和方法，其可以缩短整个施工周期，缩短支撑架的安装工作所需的时间和喷涂材料的喷涂工作。解决方案：一种喷涂施工装置 M1包括滑架1，而滑架1设置有一组喷射臂2A，2B和一组升降臂3A，3B。当对隧道进行喷涂施工时，通过右喷洒臂2A将喷涂材料喷洒在隧道的右侧表面上，喷涂材料通过左喷喷臂喷洒在隧道的左侧表面 2B。此时，喷头被保持在升降臂3A，3B上。

9. 发明专利

JP2013091948A Tunnel construction method 有权
标题翻译：隧道施工方法
公开(公告)号：JP2013091948A
公开(公告)日：2013-05-16
申请号：JP2011233761
申请日：2011-10-25
申请人： Kajima Corp , 鹿島建設株式会社 , Sooki:Kk , 株式会社ソーキ
发明人： HANADA NORIAKI , SUZUKI TOMOYUKI , HASHIMOTO HAJIME , FUKUYA YOSHINORI , KONDO KEIJI , UNEDA ATSUSHI , TANAKA MASAYOSHI , YAMAMOTO TOMOHIDE , TOMITA SHOJI
IPC分类号： E21D9/00
摘要： PROBLEM TO BE SOLVED: To provide a tunnel construction method which can suppress tunnel construction cost.SOLUTION: A tunnel construction method comprises the steps of: irradiating a first irradiation point (P) on a face plane by laser irradiation of a total station (20); bringing the tip of a rod (13) of an attitude adjustable guide shell (11) into contact with the first irradiation point (P); irradiating a second irradiation point (Q) different from the first irradiation point (P) by the laser irradiation of the total station (20); adjusting the attitude of the guide shell (11) so that an irradiation point is formed on a target (15) provided on the rear end of the guide shell (11); and drilling a hole by the rod (13) of the attitude adjusted guide shell (11).
摘要翻译：要解决的问题：提供可以抑制隧道施工成本的隧道施工方法。解决方案：隧道施工方法包括以下步骤：通过全站仪（20）的激光照射在面平面照射第一照射点（P n ）; 使姿态可调引导壳（11）的杆（13）的前端与第一照射点（P n ）接触; 照射不同于第一照射点（P n ）的第二照射点（Q n ）车站（20）; 调整所述引导壳（11）的姿态，使得在设置在所述引导壳（11）的后端上的目标（15）上形成照射点。并且通过姿态调节引导壳（11）的杆（13）钻孔。版权所有（C）2013，JPO＆INPIT

10. 发明专利

JP2014185506A Method for manufacturing concrete structure, and concrete curing sheet 有权
标题翻译：制造混凝土结构的方法和混凝土固化片
公开(公告)号：JP2014185506A
公开(公告)日：2014-10-02
申请号：JP2013092281
申请日：2013-04-25
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SAKATA NOBORU , WATANABE KENZO , NUKUSHINA TATSUYA , YANAI SHUJI , SAKAI GORO , YOKOZEKI KOSUKE , KONDO KEIJI
IPC分类号： E04G21/02 , E04G9/10
摘要： PROBLEM TO BE SOLVED: To provide a method for manufacturing a concrete structure, capable of manufacturing a concrete structure of prescribed quality by effectively utilizing water.SOLUTION: A method for manufacturing a concrete structure includes: an installation step for installing a concrete form 30 for concrete placing; a placing step for placing concrete in a state that a curing sheet 10 is stuck on an inner face of the concrete form 30; and a concrete form removal step for removing the concrete form 30 after the concrete C is placed. A contact angle between a contact surface on the concrete side of the curing sheet 10 used for the placing step and water is equal to or more than 50 degrees, thereby suppressing the generation of bleeding water.
摘要翻译：要解决的问题：提供一种混凝土结构的制造方法，其能够通过有效利用水来制造具有规定质量的混凝土结构。解决方案：一种制造混凝土结构的方法，包括：安装步骤，用于安装混凝土模板30，用于混凝土配置将固化片10固定在混凝土模30的内面的状态下配置混凝土的放置工序; 以及在混凝土C放置之后去除混凝土模板30的混凝土表面去除步骤。用于放置步骤的固化片10的混凝土侧的接触表面与水之间的接触角等于或大于50度，从而抑制出水的产生。

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