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1. 发明专利

JP2012184603A Tunnel excavation device, and tunnel construction method 有权
标题翻译：隧道挖掘装置和隧道施工方法
公开(公告)号：JP2012184603A
公开(公告)日：2012-09-27
申请号：JP2011049031
申请日：2011-03-07
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SATO MASAAKI , FUKUYA YOSHINORI , HIDENO TOSHIHIDE , SHIGENAGA AKIHIRO , ITO YUJI
IPC分类号： E21D9/08 , E21D9/00
摘要： PROBLEM TO BE SOLVED: To reduce an outbreak amount while securing an excavation speed.SOLUTION: A tunnel excavation device 10 for executing finish excavation of a peripheral edge part 1a of a pile 1 formed by blast excavation is capable of traveling on a construction base face 3, and includes a full revolving type base machine 20, a boom arm 30, and a cutter head 43. The cutter head 43 is rotatable with a direction almost the same as the extending direction of the boom arm 30 as a rotary axis P. A contour of a moving area of a bit in the case of projecting the moving area of the bit when the cutter head 43 is rotated on a surface in parallel with the rotary axis P is roughly a chevron shape whose peak is a distal end of the cutter head 43. An angle θ1 formed by a straight line connecting the peak of the contour of the moving area of the bit and a tip end of the bit most separated from the peak and a straight line orthogonal to the rotary axis P is within the range of 40° to 50°. Also, an angle θ2 formed by a ridge line of the contour of the moving area of the bit and a straight line orthogonal to the rotary axis P is equal to or smaller than 60°.
摘要翻译：要解决的问题：在确保挖掘速度的同时减少爆发量。解决方案：用于执行通过爆破开挖形成的桩1的周缘部分1a的完成挖掘的隧道挖掘装置10能够在建筑基面3上行进，并且包括完全旋转型基础机器20，臂臂30和刀头43.刀头43可以以与作为旋转轴P的臂臂30的延伸方向几乎相同的方向旋转。在位置的情况下，钻头的移动区域的轮廓当刀头43在与旋转轴线P平行的表面上旋转时，投影钻头的移动区域大致是峰值是刀头43的远端的人字形。由直线连接形成的角度θ1 钻头的移动区域的轮廓的峰值和与峰值最为分离的钻头的尖端和与旋转轴线P正交的直线的峰值在40°至50°的范围内。此外，由钻头的移动区域的轮廓的脊线和与旋转轴线P正交的直线形成的角度θ2等于或小于60°。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2007070963A Construction accuracy controlling device used for on-site mixing method 审中-公开
标题翻译：用于现场混合方法的结构精度控制装置
公开(公告)号：JP2007070963A
公开(公告)日：2007-03-22
申请号：JP2005261680
申请日：2005-09-09
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MANABE SATOSHI , FUNASAKO TOSHIO , YOSHIDA KIYOSHI , SAITO KAZUYA , ITO YUJI , KOTAKI YUTAKA
IPC分类号： E02F5/02 , G01C9/00
摘要： PROBLEM TO BE SOLVED: To provide a construction accuracy controlling device used for an on-site mixing method which can control the construction accuracy of an earth retaining wall in real time by measuring inclination and displacement of an auger screw even during operation of the auger screw.
SOLUTION: A measuring device 9 measuring inclination α
1 and α
2 and displacement δ of the auger screws 1, 1, and a transmitter 10 transmitting the measurement results measured by the measuring device 9 to the ground are respectively fitted to a binding band connecting lower end parts of three auger screws 1, 1 to one another. A receiver 11 receiving the measurement results transmitted from the transmitter 10 is installed on the ground. A digital wireless communication is used to transmit the measurement results between the transmitter 10 and the receiver 11.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于现场混合方法的施工精度控制装置，其可以通过测量螺旋钻螺杆的倾斜和位移来实时控制挡土墙的施工精度，即使在操作期间螺旋螺丝
解决方案：测量倾斜α 1 和α 2 的测量装置9和螺旋桨螺杆1,1的位移δ和传送测量结果的变送器10 测量装置9分别装配到将三个螺旋钻头1,1的下端部彼此连接的装订带上。接收从发射机10发送的测量结果的接收机11安装在地面上。数字无线通信用于在发射机10和接收机11之间传输测量结果。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2012241333A Construction method of landing bridge for tunnel construction, and landing bridge for tunnel construction 审中-公开
标题翻译：隧道施工用吊车桥施工方法及隧道施工吊装桥
公开(公告)号：JP2012241333A
公开(公告)日：2012-12-10
申请号：JP2011109516
申请日：2011-05-16
申请人： Kajima Corp , 鹿島建設株式会社 , Kajima Mechatro Engineering Co Ltd , カジマメカトロエンジニアリング株式会社
发明人： SHIGENAGA AKIHIRO , FUKUYA YOSHINORI , UEKI MUTSUO , SATO MASAAKI , ITO YUJI , YOSHIKAWA OSAMU , MOTOHASHI TADAHIKO , MORI NAOTO
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a construction method or the like of a landing bridge for tunnel construction, capable of easily constructing a suitable landing bridge for tunnel construction corresponding to the tunnel construction.SOLUTION: By selecting a floor part unit member 11-n, a main girder unit member 13-n, a bracket 25 and a cylinder 27, etc., corresponding to the tunnel construction, transporting them to a tunnel construction site, and assembling the unit members at the tunnel construction site, a floor part 11, a main girder 13 and a flip-up mechanism 35 for flipping up a get-on base 15 of a landing bridge 1 for the tunnel construction are configured, and the landing bridge 1 for the tunnel construction is constructed. By selecting kinds of the floor part unit member 11-n, the main girder unit member 13-n and a flip-up mechanism unit member by the bracket 25 and the cylinder 27, the width, length, loadable weight and flip-up height of the get-on base 15 of the landing bridge 1 for the tunnel construction can be changed according to the tunnel construction.
摘要翻译：要解决的问题：提供一种用于隧道施工的登陆桥的施工方法等，能够容易地构建对应于隧道施工的隧道施工的合适的登陆桥。解决方案：通过选择对应于隧道结构的地板单元构件11-n，主梁单元构件13-n，支架25和气缸27等，将其运送到隧道施工现场，并且在隧道施工现场组装单元构件，构造用于翻转用于隧道结构的着陆桥1的接地基座15的地板部分11，主梁13和翻转机构35，并且隧道施工着陆桥1。通过选择底板部件单元构件11-n，主梁单元构件13-n和通过支架25和气缸27的上升机构单元构件的种类，宽度，长度，可承载重量和翻转高度可以根据隧道施工方式改变隧道施工的着陆桥1的上座15。版权所有（C）2013，JPO＆INPIT

4. 发明专利

JP2012197559A Tunnel support guiding and building method 有权
标题翻译：隧道支持指导和建筑方法
公开(公告)号：JP2012197559A
公开(公告)日：2012-10-18
申请号：JP2011060729
申请日：2011-03-18
申请人： Kajima Corp , Sooki:Kk , Fuji Bussan Kk , 富士物産株式会社 , 株式会社ソーキ , 鹿島建設株式会社
发明人： SATO MASAAKI , SHIGENAGA AKIHIRO , ITO YUJI , FUKUYA YOSHINORI , HAGIWARA TOMOHISA , TANAKA MASAYOSHI , IMAOKA SHINJI , NOBUHARA KOJI , TOMITA SHOJI , KASHIWA TADANOBU
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide a method for smoothly guiding a support to a prescribed position and improving position accuracy of support building-up while improving work efficiency of the support building-up.SOLUTION: A tunnel support guiding and building method is for holding supports 4L and 4R by a holding part of an erector device 1, guiding them to the vicinity of a face 5 of a tunnel and building them. Erector targets E1 and E2 are attached to the holding part of the erector device 1, support targets S1-S4 are attached to upper ends and lower ends of the supports 4L and 4R, positions of the erector targets E1 and E2 are measured, the erector device 1 is controlled on the basis of the positions of the erector targets E1 and E2, and the supports 4L and 4R are guided to the vicinity of the face 5. Then, positions of the support targets S1-S4 are measured, the erector device 1 is controlled on the basis of the positions of the support targets S1-S4 at the upper ends or lower ends of the supports 4L and 4R, and the supports 4L and 4R are guided to design positions and built up.
摘要翻译：要解决的问题：提供一种能够将支撑件平滑地引导到规定位置并提高支撑构造的位置精度的方法，同时提高支撑构件的工作效率。解决方案：隧道支撑引导和建造方法是用一个竖立装置1的固定部分来保持支承件4L和4R，将它们引导到隧道的表面5附近并进行建造。升降器目标E1和E2连接到竖立装置1的保持部分，支撑目标S1-S4连接到支撑件4L和4R的上端和下端，测量对象E1和E2的位置，竖立器装置1根据竖立装置对象E1和E2的位置进行控制，并且将支撑件4L和4R引导到面部5附近。然后，测量支撑对象S1-S4的位置，竖立装置基于支撑件4L和4R的上端或下端的支撑对象S1-S4的位置来控制图1，并且支撑件4L和4R被引导到设计位置并构建。版权所有（C）2013，JPO＆INPIT

5. 发明专利

JP2012087500A Tail piece truck and excavation muck transfer method 有权
标题翻译：尾部卡车和挖掘马库斯转移方法
公开(公告)号：JP2012087500A
公开(公告)日：2012-05-10
申请号：JP2010233854
申请日：2010-10-18
申请人： Kajima Corp , Ramusa Abe:Kk , 有限会社ラムサ・Abe , 鹿島建設株式会社
发明人： SATO MASAAKI , SHIGENAGA AKIHIRO , ITO YUJI , ABE ARAKI
IPC分类号： E21F13/02 , E21D9/12
摘要： PROBLEM TO BE SOLVED: To provide a tail piece truck that can also be used, for example, in a small-section tunnel by miniaturizing the whole equipment.SOLUTION: A tail piece truck includes a truck body 30 equipped with a hopper 53 into which excavation muck is to be thrown from a crusher 2, and a tail pulley 10 of a continuous belt conveyor. The truck body 30 is provided with a meandering suppressing mechanism 4 for suppressing meandering of a conveyor belt 11 by moving the tail pulley 10. Conveyor equipment disposition space for disposing a crusher belt conveyor 22 of the crusher 2 is formed above the meandering suppressing mechanism 4.
摘要翻译：要解决的问题：提供一种尾卡车，其也可以例如通过使整个设备小型化而在小型隧道中使用。解决方案：尾料卡车包括装有料斗53的卡车车身30，挖掘渣从破碎机2投掷到该料斗53中，以及连续带式输送机的尾轮10。卡车主体30设置有用于通过移动尾轮10来抑制输送带11的曲折的蜿蜒抑制机构4。在蜿蜒抑制机构4的上方形成用于设置破碎机2的破碎机输送机22的输送设备配置空间（C）2012年，JPO＆INPIT

6. 发明专利

JP2012036609A Debris conveying device and debris conveying method 有权
标题翻译： DEBRIS输送装置和DEBRIS输送方法
公开(公告)号：JP2012036609A
公开(公告)日：2012-02-23
申请号：JP2010176271
申请日：2010-08-05
申请人： Kajima Corp , Kajima Mechatro Engineering Co Ltd , カジマメカトロエンジニアリング株式会社 , 鹿島建設株式会社
发明人： SHIGENAGA AKIHIRO , SATO MASAAKI , TSUBOKURA SEIICHI , KAMASHIRO TAKASHI , SHIBAZAKI SHIGERU , ITO YUJI , UEKI MUTSUO , SHIMODERA SHINICHI , TAKASE TAKESHI , KATAKAMI YUKI
IPC分类号： E21D9/12
摘要： PROBLEM TO BE SOLVED: To provide a debris conveying device capable of contributing to the shortening of a construction period by lowering the moving frequency of a main body belt conveyor support device when face advances.SOLUTION: In the debris conveying device related to this invention, an intermediate belt conveyor device 1 includes a head part 10 for transferring drilling debris at an optional position at a main body belt conveyor device 2. Thus, even when face advances, the rear end part of the intermediate belt conveyor device is moved to the vicinity of the advanced face without changing the position of the main body belt conveyor support device.
摘要翻译：要解决的问题：提供一种能够通过在面部前进时降低主体带式输送机支撑装置的移动频率而有助于缩短施工周期的碎屑输送装置。解决方案：在与本发明有关的碎屑输送装置中，中间带式输送装置1包括头部10，用于在主体带式输送装置2的可选位置处传送钻屑。因此，即使当面向前进时，中间带式输送装置的后端部移动到前进面附近，而不改变主体带式输送机支撑装置的位置。版权所有（C）2012，JPO＆INPIT

7. 发明专利

JP2014224430A コンクリート高さ測定装置、及び、覆工コンクリートの構築方法有权
标题翻译：混凝土高度测量装置和构造内衬混凝土的方法
公开(公告)号：JP2014224430A
公开(公告)日：2014-12-04
申请号：JP2013105066
申请日：2013-05-17
申请人：鹿島建設株式会社 , Kajima Corp
发明人： GODA TAIZO , SAKAI GORO , ITO YUJI , SOGAWA MAKOTO
IPC分类号： E21D11/10
摘要：【課題】簡易な構成でコンクリートの打ち上がり高さを測定可能なコンクリート高さ測定装置及びこれを利用した覆工コンクリートの構築方法を提供する。【解決手段】コンクリート打設高さ測定装置100は、トンネル内周面1とこれに相対させた型枠4との間の覆工空間Sに打設されるコンクリートの打ち上がり高さを測定するものであって、覆工空間Sのトンネル軸方向の端部を閉塞する妻型枠9の内面に沿って上下方向に延在し、トンネル内周面1に支持されて、互いに電気的に絶縁された一対の電導線101a,101bと、一対の電導線101a,101b間の静電容量に基づいてコンクリートの打ち上がり高さを測定する本体部102と、を備える。また、覆工コンクリート構築方法は、上記コンクリート高さ測定装置100の測定結果を利用して、覆工空間Sにコンクリートを打設して覆工コンクリートを構築する。【選択図】図1
摘要翻译：要解决的问题：提供一种具有简单结构并能够测量混凝土浇筑精加工高度的混凝土高度测量装置，以及通过利用混凝土高度测量装置构建衬砌混凝土的方法。解决方案：一种混凝土放置高度测量装置 100用于测量位于隧道内周面1和面向隧道内周面1的混凝土形式4之间的衬里空间S中的混凝土浇筑高度。混凝土浇筑高度测量装置100包括：一对导体101a 101b沿着上下方向沿着端部混凝土模9的内表面延伸，阻挡由隧道内周面1支撑的衬里空间S的隧道轴向方向的端部，并彼此电绝缘 ; 以及用于基于一对导体101a，101b之间的静电电容来测量混凝土配置精加工高度的主体部分102。用于构造衬砌混凝土的方法利用混凝土浇筑高度测量装置100的测量结果将混凝土置于衬砌空间S中并构造衬砌混凝土。

8. 发明专利

JPH11200403A METHOD FOR CONTROLLING INCLINATION OF BORING SHAFT OF BORING MACHINE FOR CONSTRUCTING SOIL CEMENT WALL AND METHOD FOR CORRECTING POSITION OF BORING SHAFT 失效
公开(公告)号：JPH11200403A
公开(公告)日：1999-07-27
申请号：JP307798
申请日：1998-01-09
申请人： KAJIMA CORP , MUTO KOMUTEN KK , SANKO CO INC , HITACHI CONSTRUCTION MACHINERY
发明人： KARIYA TAKEHIKO , SATO TATSUO , FUJIMOTO KAZUHIKO , YOSHIDA KIYOSHI , SENBA HISAFUMI , ITO YUJI , KUSHIDA SHINJI , MUTOU YOSHINORI , NISHIDA OSAMU , AJIRO SHUICHI
IPC分类号： E02F9/20 , E02F3/06 , E02F5/02 , E02F9/26
摘要： PROBLEM TO BE SOLVED: To provide a boring shaft inclination control method whereby the shift of the position of a borehole can be monitored at each moment without stopping the rotation of a boring shaft and a boring shaft position correcting method whereby the position of the borehole is corrected. SOLUTION: A plurality of boring shafts 1 are connected together by a connector 3 at their respective parts slightly above a bit part, and a horizontal boring shaft 4 projecting from the connector is provided on an orthogonal line passing the center point of a straight line connecting the axes of the boring shafts 1 together. A clinometer 7 for measuring the inclination of the connector 3 caused by the inclination of each boring shaft 1 is fixed in position either inside the connector 3 or on the upper surface of the connector 3 between the axes of the boring shafts 1, so that the inclination of the end of each boring shaft 1 can be controlled at each moment on the ground according to information about the X-Y direction position of the connector 3, which is provided from the clinometer 7, and information about boring depth near a bored part. A method for correcting the position of each boring shaft includes pressing the earth wall of the borehole by moving the horizontal boring shaft 4 back and forth, thereby changing the inclination angle of each boring shaft 1.

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