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1. 发明专利

JP2008150919A Tip position detecting system of boring hole drilling device and hole drilling pipe 有权
标题翻译：镗孔钻头装置和钻孔钻头的位置检测系统
公开(公告)号：JP2008150919A
公开(公告)日：2008-07-03
申请号：JP2006342263
申请日：2006-12-20
申请人： Capty Co Ltd , Kyokado Eng Co Ltd , Sanshin Corp , Seiwa Renewal Works Co Ltd , Taisei Corp , 三信建設工業株式会社 , 大成建設株式会社 , 強化土エンジニヤリング株式会社 , 成和リニューアルワークス株式会社 , 株式会社キャプティ
发明人： HIGAKI KANJI , KAWAKAMI JUN , ISHII HIROYASU , KURAMOCHI KAZUNORI , SHIMADA SHUNSUKE , MIWA SHINJI , KOIZUMI RYONOSUKE
IPC分类号： E21B7/04 , E21D9/093
摘要： PROBLEM TO BE SOLVED: To provide a tip position detecting system of a boring hole drilling device, and a hole drilling pipe, capable of efficiently drilling a hole without being influenced by an aboveground obstacle with a simple structure. SOLUTION: This tip position detecting system detects a tip position of the hole drilling pipe 10 of the boring hole drilling device 1. A position measuring device 30 is arranged in the hole drilling pipe 10 for detecting the tip position of this hole drilling pipe 10. A radio signal generator 50 is arranged for converting position data measured by this position measuring device 30 into a radio signal. A coil 70 is formed by winding a conductor 72 on a part of a body part 12 of the hole drilling pipe 10, and is constituted so as to transmit the radio signal converted by the radio signal generator 50 by this coil 70, and a receiver 90 for receiving the radio signal is arranged on the ground. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够以简单的结构有效地钻孔而不受地上障碍物影响的钻孔钻孔装置的尖端位置检测系统和钻孔管。
解决方案：该尖端位置检测系统检测钻孔装置1的钻孔管10的尖端位置。位置测量装置30布置在钻孔管10中，用于检测该钻孔的尖端位置无线电信号发生器50用于将由该位置测量装置30测量的位置数据转换成无线电信号。线圈70通过将导体72缠绕在钻孔管10的主体部分12的一部分上而构成，以便通过该线圈70传送由无线电信号发生器50转换的无线电信号和接收器 90用于接收无线电信号被布置在地面上。版权所有（C）2008，JPO＆INPIT

2. 发明专利

JP2008202369A Ground improvement method and ground improvement device 有权
标题翻译：接地改进方法和接地改进设备
公开(公告)号：JP2008202369A
公开(公告)日：2008-09-04
申请号：JP2007042489
申请日：2007-02-22
申请人： Capty Co Ltd , Sanshin Corp , Seiwa Renewal Works Co Ltd , Taisei Corp , 三信建設工業株式会社 , 大成建設株式会社 , 成和リニューアルワークス株式会社 , 株式会社キャプティ
发明人： ISHII HIROYASU , HIGAKI KANJI , IMAMURA SATOSHI , MIWA SHINJI , TOKOROSAKI SHIGERU , KOIZUMI RYONOSUKE , KURAMOCHI KAZUNORI
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a ground improvement method and a ground improvement device which can effectively discharge excess muddy water easily and at low cost.
SOLUTION: The ground improvement method comprises the first process of arranging a mud-discharge pipe 10 in the ground G to penetrate an improvement area A of which the ground is to be improved, the second process of connecting a supply pipe 30 used for supplying a conditioning material C to the improvement area A to one end of the mud-discharge pipe 10 and the third process of spraying the conditioning material C at high pressure onto the improvement area A through the medium of the supply pipe 30 while drawing the supply pipe 30 into the ground G by drawing the mud-discharge pipe 10 from the other end. The excess muddy water generated with the high-pressure spraying of the conditioning material C is taken into the mud-discharge pipe 10, and is discharged from the other end of the mud-discharge pipe 10. The ground improvement device using the above method is also disclosed.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够以低成本有效地排出多余的泥水的地面改进方法和地面改进装置。解决方案：地面改进方法包括在地面G中布置排泥管10的第一过程，以穿透地面要改善的改进区域A，连接供给管30的第二过程被使用用于将调节材料C提供给改进区域A到排泥管10的一端，以及通过供给管30的介质在高压下将调理材料C喷射到改进区域A上的第三过程，通过从另一端抽出排泥管10将管30供给到地面G中。通过调节材料C的高压喷射产生的多余的泥浆水被送入排泥管10，从排泥管10的另一端排出。使用上述方法的地面改良装置也披露。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2007051480A Grouting method 有权
标题翻译：组合方法
公开(公告)号：JP2007051480A
公开(公告)日：2007-03-01
申请号：JP2005237939
申请日：2005-08-18
申请人： Capty Co Ltd , Kyokado Eng Co Ltd , Sanshin Corp , Taisei Corp , 三信建設工業株式会社 , 大成建設株式会社 , 強化土エンジニヤリング株式会社 , 株式会社キャプティ
发明人： SHIMADA SHUNSUKE , SHIBA YUKIO , HIGAKI KANJI , KAWAI SHUNSUKE , KATSUTA TSUTOMU , SUZUKI TAKEHIKO , KOIZUMI RYONOSUKE , TOKOROSAKI SHIGERU
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To precisely grasp the pressure of injection into the ground when a consolidation material is injected into the ground from an ejection port of an inner pipe through an ejection port of an outer pipe.
SOLUTION: In this grouting method, grouting equipment A is installed in a bent state, a horizontal state, or a state that the bent state and the horizontal state are arbitrarily combined to each other, and the consolidation material is injected into the ground 3. In the insertion of the inner pipe 2 into the outer pipe 1, the inner pipe 2 is inserted into the outer pipe 1 in such a manner that the ejection port 4 of the outer pipe is positioned between adjacent inner-pipe packers 5 and 5, and that a space 7 is formed between the packers 5 and 5 in the outer pipe 1. A pressure transmission member 8 for detecting and transmitting pressure in the space 7 is installed in the grouting equipment A, and the pressure detected in the space through the pressure transmission member is transmitted to a pressure meter and measured, so that the precise pressure of grouting into the grouting ground from the ejection port 6 can be grasped.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：当通过外管的喷射口从内管的喷射口将固结材料注入地面时，精确地掌握注入地面的压力。解决方案：在这种灌浆方法中，灌浆设备A以弯曲状态，水平状态或弯曲状态和水平状态彼此任意组合的状态安装，并且将固结材料注入到在将内管2插入外管1中时，将内管2插入外管1中，使外管的排出口4位于相邻的内管封隔器5之间并且在外管1中的封隔器5和5之间形成有空间7.用于检测和传递空间7中的压力的压力传递构件8安装在灌浆设备A中，并且在通过压力传递部件的空间被传送到压力计并进行测量，从而可以掌握从喷射口6注入灌浆地面的精确压力。版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2005155208A Excavation rod and chemical injecting construction method 有权
标题翻译：挖掘和化学注入施工方法
公开(公告)号：JP2005155208A
公开(公告)日：2005-06-16
申请号：JP2003396402
申请日：2003-11-26
申请人： Kanpai Co Ltd , Sanshin Corp , Taisei Corp , 三信建設工業株式会社 , 大成建設株式会社 , 株式会社関配
发明人： SHIBA YUKIO , HIGAKI KANJI , KAWAI SHUNSUKE , KATSUTA TSUTOMU , SUZUKI TAKEHIKO , HAYASHI KEIJIRO , KIKUCHI MASAO
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To enhance injection efficiency of chemicals, by improving the ground improvement effect by two chemicals.
SOLUTION: A mixing chamber 3e in which the chemicals W2 and W3 flow, is arranged in an excavating rod. Thus, a mixed chemical W4 directly permeates into the ground, to exhibit the high ground improvement effect. The mixed chemical W4 is injected from a large number of injection ports 3c arranged in the pipe axis direction of the excavating rod. Thus, even when there is a lateral directional (horizontal directional) extent in a ground improvement area, the mixed chemical W4 can efficiently be injected by injection just as a curtain shape having the length and an extent.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：通过提高两种化学品的地面改良效果，提高化学品的注射效率。解决方案：化学品W2和W3流动的混合室3e布置在挖掘杆中。因此，混合化学品W4直接渗入地面，具有较高的地面改良效果。混合化学品W4从排列在挖掘杆的管轴方向上的大量注入口3c注入。因此，即使在地面改善区域中存在横向（水平方向）的程度，混合化学物质W4也可以通过注射而被有效地注射成具有长度和程度的帘状。版权所有（C）2005，JPO＆NCIPI

5. 发明专利

JP2006152594A Ground filling construction method 有权
标题翻译：接地填充施工方法
公开(公告)号：JP2006152594A
公开(公告)日：2006-06-15
申请号：JP2004341933
申请日：2004-11-26
申请人： Kanpai Co Ltd , Kyokado Eng Co Ltd , Sanshin Corp , Taisei Corp , 三信建設工業株式会社 , 大成建設株式会社 , 強化土エンジニヤリング株式会社 , 株式会社関配
发明人： SHIMADA SHUNSUKE , SHIBA YUKIO , HIGAKI KANJI , KAWAI SHUNSUKE , KATSUTA TSUTOMU , SUZUKI TAKEHIKO , KOIZUMI RYONOSUKE , HAYASHI KEIJIRO
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To fill the large depth and a long section, with improved work efficiency and reduced drilled hole diameter, in a ground filling construction method of the ground having a risk of liquefaction, particularly, an existing structure lower part hard to fill the ground.
SOLUTION: This ground filling construction method comprises an outer pipe 20 having an outer pipe delivery port 22, and an inner pipe 21 loosely inserted into the outer pipe 20, having a plurality of expansive-contractive inner pipe packers 27 at an interval so as to sandwich the outer pipe delivery port 22, also having a packer inner delivery port 29 and having an inner pipe delivery port 30 between the inner pipe packers 27 provided at an interval. An outer pipe inner space 32 is arranged in a drilled hole 23 drilled by a boring rod for incorporating a position information transmitter on the tip, and is formed between the plurality of inner pipe packers 27 by sending a filling liquid to an inner pipe flow passage 31. The filling liquid is delivered in the the outer pipe inner space 32 from the inner pipe delivery port 30, and is filled in the ground via the outer pipe delivery port 22.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题为了填补大深度和长截面，提高工作效率和减小钻孔直径，在具有液化风险的地面的地面填充施工方法中，特别是现有的结构下部很难填补地面。解决方案：这种地面填充施工方法包括具有外管输送口22的外管20和松散地插入外管20的内管21，其间隔地具有多个膨胀收缩内管封隔器27 以便夹持具有封隔器内部输送口29的外管输送口22，并且在间隔设置的内管封隔器27之间具有内管输送口30。外管内部空间32布置在钻凿孔23中钻孔，钻孔用于在尖端上并入位置信息发送器，并且通过向多个内管封隔器27发送填充液体而形成在内管流动通道填充液从内管输送口30被输送到外管内空间32内，经由外管输送口22被填充在地面上。（C）2006年，JPO＆NCIPI

6. 发明专利

JP2005155209A Universal excavator and ground improvement method 有权
标题翻译：通用挖掘机和地基改良方法
公开(公告)号：JP2005155209A
公开(公告)日：2005-06-16
申请号：JP2003396403
申请日：2003-11-26
申请人： Kanpai Co Ltd , Sanshin Corp , Taisei Corp , 三信建設工業株式会社 , 大成建設株式会社 , 株式会社関配
发明人： SHIBA YUKIO , HIGAKI KANJI , KAWAI SHUNSUKE , KATSUTA TSUTOMU , SUZUKI TAKEHIKO , HAYASHI KEIJIRO , KIKUCHI MASAO
IPC分类号： E21B7/18 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To improve working efficiency of a ground improvement and injection efficiency of chemicals by a further simple device and a construction method, while setting a universal excavating construction method as the basis.
SOLUTION: The inside of a front end rod 3 for performing universal excavation, has a position information transmitter 6 internally inserted so as to be movable in the longitudinal direction. Its rear end part is connected with a wire 11 reaching the ground surface via the inside of an excavating rod 2, and the position information transmitter 6 can be recovered via the inside of a pipe of the excavation rod 2 by pull-back from the ground surface. Thus, after recovery, the inside of the pipe of the excavation rod 2 is turned into a cavity, and the chemicals are efficiently injected by a chemical injection pipe left in the ground by recovering only the excavation rod 2, for example, by inserting the chemical injection pipe there. The working efficiency of the ground improvement is also improved by simultaneously parallelly performing the injection work and work for performing the other universal excavation different in the depth and the direction by using the recovered excavation rod and the position information transmitter.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：通过进一步简单的装置和施工方法，提高化学品的地面改善和注射效率的工作效率，同时设定通用挖掘施工方法为依据。解决方案：用于进行通用挖掘的前端杆3的内部具有内部插入以便能够沿纵向移动的位置信息发送器6。其后端部通过挖掘杆2的内部到达地面的导线11连接，并且位置信息发送器6能够通过从地面拉回而经由挖掘杆2的管道的内部回收表面。因此，在回收后，挖掘杆2的管道内部变成空腔，并且仅通过仅回收挖掘杆2而将残留在地面中的化学注入管注入化学物质，例如通过插入化学注入管那里。通过使用回收的挖掘杆和位置信息发送器同时并行执行注入工作和进行深度和方向不同的其他通用挖掘的工作，也提高了地面改善的工作效率。版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JP2005155207A Excavation rod and chemical injecting construction method 有权
标题翻译：挖掘和化学注入施工方法
公开(公告)号：JP2005155207A
公开(公告)日：2005-06-16
申请号：JP2003396401
申请日：2003-11-26
申请人： Kanpai Co Ltd , Sanshin Corp , Taisei Corp , 三信建設工業株式会社 , 大成建設株式会社 , 株式会社関配
发明人： SHIBA YUKIO , HIGAKI KANJI , KAWAI SHUNSUKE , KATSUTA TSUTOMU , SUZUKI TAKEHIKO , HAYASHI KEIJIRO , KIKUCHI MASAO
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To enhance the ground improvement effect by two chemicals, by surely injecting the chemicals into a ground improvement area.
SOLUTION: A mixing chamber 3b in which the respective chemicals w2 and w3 flow, is arranged in excavating rods 2 and 3. A mixed chemical w4 is injected into the ground by premixing chemicals W2 and W3 in the mixing chamber 3b. Thus, the mixed chemical w4 directly permeates into the ground, to exhibit the high ground improvement effect. The mixed chemical w4 is injected from an injection port 2a. Thus, when an injected area exists in an upper position and a lower position of the ground improvement area, and even when the boundary vicinity between a side surface and the ground of an existing structure buried in the ground becomes the ground improvement area, the mixed chemical w4 can easily be injected by side injection.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提高两种化学品的地面改善效果，必须将化学品注入地面改良区域。解决方案：将各化学品w2和w3流动的混合室3b布置在挖掘杆2和3中。混合化学品w4通过将化学品W2和W3预混合在混合室3b中而注入到地下。因此，混合化学物质w4直接渗入地下，具有较高的地面改良效果。混合化学物质w4从注入口2a注入。因此，当在地面改善区域的上部位置和下部位置存在注入区域时，即使当埋设在地面中的现有结构体的侧面与地面之间的边界附近成为地面改善区域时，混合化学w4可以通过侧面注射容易地注射。版权所有（C）2005，JPO＆NCIPI

8. 发明专利

JP2005325605A Chemical injector and chemical injecting construction method 有权
标题翻译：化学注射器和化学注入施工方法
公开(公告)号：JP2005325605A
公开(公告)日：2005-11-24
申请号：JP2004145092
申请日：2004-05-14
申请人： Kanpai Co Ltd , Sanshin Corp , Taisei Corp , 三信建設工業株式会社 , 大成建設株式会社 , 株式会社関配
发明人： SHIBA YUKIO , HIGAKI KANJI , KAWAI SHUNSUKE , KATSUTA TSUTOMU , SUZUKI TAKEHIKO , HAYASHI KEIJIRO , KOIZUMI RYONOSUKE
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a chemical injector and its construction method for simultaneously or individually injecting chemicals from a large number of chemical delivery holes only by using one injection pipe, when injecting the chemicals into the object ground.
SOLUTION: This device linearly gathers a packer system PS having packers 6 arranged in a plurality of places on an injection inner pipe 2, a chemical system MS composed of a separating passage 9 for separating the chemicals and solenoid valves SV for opening and closing the separating passage 9, and a cable system CS of bundling cables 10 of the respective solenoid valves SV, and has a chemical valve operation unit MC for controlling for simultaneously or individually optionally opening and closing the respective solenoid valves in the cable system CS by forming the chemical delivery holes 3a between the respective packers 6 and 6 in an injection outer pipe 3 for inserting the injection inner pipe 2.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种化学注射器及其施工方法，用于当将化学品注入物体地面时，仅通过使用一个注射管同时或单独地从大量化学品输送孔注入化学品。解决方案：该装置线性收集一个封隔器系统PS，它具有排列在注射内管2上的多个位置的封隔器6，由用于分离化学品的分离通道9和用于打开的电磁阀SV组成的化学系统MS，关闭分离通道9和各个电磁阀SV的捆扎电缆10的电缆系统CS，并具有用于同时或单独地选择性地打开和关闭电缆系统CS中的各个电磁阀的化学气门操作单元MC，在用于插入注射内管2的注射外管3中，在相应的包装机6和6之间形成化学品输送孔3a。（C）2006，JPO＆NCIPI

9. 发明专利

JP2011106178A Method of filling void under water surface 有权
标题翻译：在水面下填充无效的方法
公开(公告)号：JP2011106178A
公开(公告)日：2011-06-02
申请号：JP2009262955
申请日：2009-11-18
申请人： Tachibana Material Co Ltd , Taisei Corp , 大成建設株式会社 , 株式会社立花マテリアル
发明人： HIGAKI KANJI , HADATE YUKITOSHI , SUGIYAMA KAZUYA , ISHII HIROYASU , ISHII HIROAKI
IPC分类号： E02D3/12 , C04B14/10 , C04B22/08 , C04B28/02 , C04B111/70 , C09K17/02 , C09K17/08 , C09K17/10 , C09K17/12
CPC分类号： C04B28/26 , C04B28/02 , Y02W30/91 , C04B7/02 , C04B14/104 , C04B40/0057 , C04B18/0418 , C04B12/04
摘要： PROBLEM TO BE SOLVED: To provide a void filling method which can surely fill the voids formed in a wide range of water bottom of several ten meters in water depth, prevents a filler from dissolving in water, prevents water area from being contaminated, and can exhibit sufficient strength.
SOLUTION: A plastic material includes cement milk, bentonite slurry, and water glass. First, the cement milk and the bentonite slurry are mixed to manufacture a two-liquid mixture. Then, the water glass is added to the two-liquid mixture to manufacture a water glass-added body. The water glass-added body is agitated while being passed through a dynamic mixer to mix the water glass-added body so as to manufacture a plastic material. The plastic material is press-fitted into the voids of an object.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种空隙填充方法，其可以确定地填充在水深几十米的宽范围的水底中形成的空隙，防止填料溶解在水中，防止水区被污染，并且可以表现出足够的强度。解决方案：塑料材料包括水泥乳，膨润土浆和水玻璃。首先，将水泥乳和膨润土浆料混合以制造双液体混合物。然后，将水玻璃加入到双液混合物中以制造水玻璃添加体。水玻璃添加物体在通过动态混合器的同时搅拌，以混合加入水玻璃的物质以制造塑料材料。将塑料材料压配到物体的空隙中。版权所有（C）2011，JPO＆INPIT

10. 发明专利

JP2008216032A Underground position detection method 有权
标题翻译：地下位置检测方法
公开(公告)号：JP2008216032A
公开(公告)日：2008-09-18
申请号：JP2007053691
申请日：2007-03-05
申请人： National Institute Of Advanced Industrial & Technology , Taisei Corp , 大成建設株式会社 , 独立行政法人産業技術総合研究所
发明人： KAWAKAMI JUN , HIGAKI KANJI , ISHII HIROYASU , NAKATSUKA TADASHI
IPC分类号： G01C15/00 , E21D9/06 , G01B7/00 , G01V3/08
摘要： PROBLEM TO BE SOLVED: To provide an underground position detection method, by which the underground position of a drilling unit can be detected easily, using a simple structure, without being affected by obstructions on the ground. SOLUTION: The underground position detection method is employed for detecting the underground position of the drilling unit 1. A magnet 2 is provided in the drilling unit 1; a rotating magnetic field is generated by rotating this magnet 2 on a plane containing an x-axis and a z-axis, orthogonal to a y-axis stretching in the axial direction of the drilling unit 1; the x-axis component and the z-axis component of the magnetic flux density of the rotating magnetic field generated by the magnet 2 are measured at, at least three measuring points P 1 , P 2 , P 3 , respectively as a time calendar; from the x-axis and z-axis components, phase differences among the individual measuring points P 1 , P 2 , P 3 are calculated respectively; each of the acquired phase differences is considered as a viewing angle, by which the position of the magnet 2 is viewed from each projection point which is a respectively projected point of each measuring point to an xz-plane containing an origin; and from this viewing angle the x coordinate and z-coordinate of the position of the magnet 2 are calculated, whereas, the y-coordinate of the position of the magnet 2 is calculated from the drilled distance of the drilling unit 1. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种地下位置检测方法，通过该地下位置检测方法，可以容易地使用简单的结构来检测钻井单元的地下位置，而不受地面上的障碍物的影响。解决方案：采用地下位置检测方法检测钻井单元1的地下位置。在钻井单元1中设置有磁铁2; 通过使该磁体2在与钻孔单元1的轴向方向上延伸的y轴正交的x轴和z轴的平面上旋转来产生旋转磁场; 由磁铁2产生的旋转磁场的磁通密度的x轴分量和z轴分量在至少三个测量点P 1 ，P 2 ，P 3 分别作为时间日历; 从x轴和z轴分量，分别计算各个测量点P 1 ，P 2 ，P 3 之间的相位差 ; 每个获取的相位差被认为是视角，通过该视角，从作为每个测量点的分别投影点的每个投影点到包含原点的xz平面观察磁体2的位置; 并且从该视角计算磁体2的位置的x坐标和z坐标，而从钻孔单元1的钻孔距离计算磁体2的位置的y坐标。版权所有（C）2008，JPO＆INPIT

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