公开(公告)号：JP2012077509A

公开(公告)日：2012-04-19

申请号：JP2010223515

申请日：2010-10-01

Applicant: Kajima Corp ,  Kfc Ltd ,  株式会社ケー・エフ・シー ,  鹿島建設株式会社

Inventor： YAMAMOTO TAKUJI ,  DATE KENSUKE ,  YOKOTA YASUHIRO ,  TSUJI TAKASHI ,  OKABE TADASHI

IPC: E21D20/00

Abstract: PROBLEM TO BE SOLVED: To provide an expansion steel pipe lock bolt, which easily produces a sufficient frictional resistance to reliably reinforce natural ground, even such as soft bedrock, fractured bedrock, unconsolidated natural ground which are difficult to produce sufficient frictional resistance by expansion of a steel pipe.SOLUTION: When pressurized fluid is injected to a hollow steel pipe 2 to be inserted to a bored hole 31, the steel pipe 2 is allowed to expand so that an expansion steel pipe lock bolt 1 is anchored to natural ground 30 by peripheral surface friction with a hole wall 32. The expansion steel pipe lock bolt 1 is provided with the hollow steel pipe 2 of which surface has a plurality of regularly-arranged protrusions 5, preferably made from a steel plate material having a tensile strength of 400 to 510 N/mmand an elongation equal to or greater than 20%, having a striped pattern on the surface.

Abstract translation: 要解决的问题：提供一种膨胀钢管锁定螺栓，其容易产生足够的摩擦阻力以可靠地增强自然地面，甚至软基岩，断裂基岩，未固结的自然地面也难以产生足够的摩擦阻力 通过扩大钢管。 解决方案：当将加压流体注入中空钢管2以插入到钻孔31中时，允许钢管2膨胀，使得膨胀钢管锁定螺栓1通过外围设备锚固到自然地面30 与孔壁32的表面摩擦。膨胀钢管锁定螺栓1设置有中空钢管2，该中空钢管2的表面具有多个规则布置的突起5，优选由钢板材料制成，拉伸强度为400〜 510N / mm 2 ，伸长率等于或大于20％，表面具有条纹图案。 版权所有（C）2012，JPO＆INPIT

公开(公告)号：JP2004052393A

公开(公告)日：2004-02-19

申请号：JP2002212129

申请日：2002-07-22

Applicant: Kajima Corp ,  Kfc Ltd ,  株式会社ケー・エフ・シー ,  鹿島建設株式会社

Inventor： YAMAMOTO TAKUJI ,  DATE KENSUKE ,  HANEUMA TORU ,  HAYASHI HIDEAKI

IPC: E21D20/00 ,  E21D9/04

Abstract: PROBLEM TO BE SOLVED: To provide the superior natural ground reinforcing effect by uniformly injecting a consolidation material into the periphery of a reinforcing pipe in a natural ground reinforcing construction method such as preceding tunneling work and work face part reinforcing work, particularly, a natural ground reinforcing construction method for injecting and solidifying the consolidation material in the reinforcing pipe driven in the natural ground and the surrounding natural ground.
SOLUTION: This natural ground reinforcing construction method forms a consolidation area in the natural ground by permeating the consolidation material in the reinforcing pipe and the surrounding natural ground by injecting the consolidation material into the reinforcing pipe by driving the reinforcing pipe having a delivery hole in a peripheral surface and having the prescribed length in the natural ground, and is characterized by injecting the consolidation material into the reinforcing pipe while transmitting vibration to the consolidation material or the reinforcing pipe or both when injecting the consolidation material into the reinforcing pipe.
COPYRIGHT: (C)2004,JPO

公开(公告)号：JP2012047613A

公开(公告)日：2012-03-08

申请号：JP2010190403

申请日：2010-08-27

Applicant: Kajima Corp ,  鹿島建設株式会社

Inventor： YOKOTA YASUHIRO ,  DATE KENSUKE ,  OTSUKA SHUNJI ,  YAMAMOTO TAKUJI ,  HANADA NORIAKI ,  KURIYAMA KAZUYUKI ,  HASHIMOTO HAJIME

IPC: G01N15/02

Abstract: PROBLEM TO BE SOLVED: To provide a method and system which is capable of measuring particle sizes of muck piles immediately after blast, at the face immediately after blast.SOLUTION: A plurality of scales 10 which emit infrared light with a prescribed intensity and have a prescribed size are placed on deposits of blast muck piles 3 at a face 1 which have occurred by rock blasting drilling, and a temperature distribution image Q of the deposits of muck piles 3 including the scales 10 is picked up by an infrared camera 20, and profiles of respective muck piles 3 and scales 10 are extracted from the temperature distribution image Q, and particle sizes of respective muck piles 3 are measured by the profiles and the prescribed size of the scales 10. Preferably, a plurality of temperature distribution images Q1 to Q4 are picked up in time series from one viewpoint P by the infrared camera 20, and profiles of respective muck piles 3 and scales 10 are extracted from the plurality of images Q1 to Q4 by an image processor 25. For example, the temperature distribution images Q1 to Q4 are picked up while continuously blowing the deposits of muck piles. Preferably, one end of a string 15 having a required length is attached to each scale 10, and the scale can be placed on the deposits by throwing.

Abstract translation: 要解决的问题：提供一种方法和系统，该方法和系统能够在爆炸后立即测量爆炸后的面积上测量粪堆的粒径。 解决方案：将通过规定强度发射红外光并具有规定尺寸的多个鳞片10放置在通过岩石钻孔发生的表面1处的鼓粉堆3的沉积物上，并且将温度分布图像Q 由红外摄像机20拾取包括鳞片10的堆积桩3的沉积物，并且从温度分布图像Q中提取相应的堆积桩3和鳞片10的轮廓，并且通过以下方式测量各个堆积桩3的粒径 轮廓和规定的尺寸。优选地，通过红外摄像机20从一个视点P以时间序列拾取多个温度分布图像Q1至Q4，并且提取相应的堆积桩3和鳞片10的轮廓 通过图像处理器25从多个图像Q1至Q4。例如，在连续吹送堆积的堆积物的同时拾取温度分布图像Q1至Q4。 优选地，具有所需长度的弦15的一端附接到每个刻度10，并且刻度可以通过投掷放置在沉积物上。 版权所有（C）2012，JPO＆INPIT

公开(公告)号：JP2007205163A

公开(公告)日：2007-08-16

申请号：JP2007132371

申请日：2007-05-18

Applicant: Kajima Corp ,  鹿島建設株式会社

Inventor： MORI TAKAYUKI ,  DATE KENSUKE ,  SAKATA NOBORU ,  HIRAISHI YOSHIKI ,  KANDA TETSUSHI ,  AOYANAGI TAKAHIRO ,  YOKOO ATSUSHI

IPC: E21D11/10 ,  E21D9/01 ,  E21D11/00

Abstract: PROBLEM TO BE SOLVED: To provide a tunnel structure which is not fatally damaged when natural ground causes great deformation, and also to provide a construction method of a tunnel. SOLUTION: The cross section of the tunnel 3 is widened in a widening range 17 and FRC spraying concrete 11 with high toughness is provided on a wall surface. A material with rigidity lower than that of the natural ground 1 is filled into the inner side of the FRC spraying concrete 11 with high toughness to form a shear deformation reducing layer 13, and FRC lining concrete 15 with high toughness is provided inside the shear deformation reducing layer 13. COPYRIGHT: (C)2007,JPO&INPIT

Abstract translation: 要解决的问题：提供一种隧道结构，其在自然地面变形很大时不会造成人身伤害，并提供隧道施工方法。 解决方案：隧道3的横截面在加宽范围17中变宽，并且在壁表面上设置具有高韧性的FRC喷涂混凝土11。 刚性低于天然地面1的材料以高韧性填充到FRC喷涂混凝土11的内侧以形成剪切变形减少层13，并且在剪切变形内部提供具有高韧性的FRC衬里混凝土15 版权所有（C）2007，JPO＆INPIT

公开(公告)号：JP2003041567A

公开(公告)日：2003-02-13

申请号：JP2001229387

申请日：2001-07-30

Applicant: Kajima Corp ,  鹿島建設株式会社

Inventor： KITAMOTO YUKIYOSHI ,  KANBE TAKAYUKI ,  FUJISAKI KATSUTOSHI ,  DATE KENSUKE

IPC: E02D3/12 ,  E02D3/08

Abstract: PROBLEM TO BE SOLVED: To provide a ground stabilizing work method capable of reasonably, economically, surely, and firmly stabilizing the ground.
SOLUTION: In this ground stabilizing method, ground improvement bodies 3 installed in large quantities from a ground surface 1 into the ground 2 are formed so as to become an integral arch in the ground 2 so that the ground improvement bodies 3 can develop an arch action against an external force. In place of such a conventional measure for stabilization that the entire area of an object ground 4 is uniformly stabilized, the ground improvement bodies 3 are formed so that the arch action can be developed against the external force to take a stabilization measure by adopting a reasonable structure type arch structure. Thus the formed portions of the round improvement bodies 3 can be reduced to reasonably and economically perform the stabilization o the ground and surely and firmly perform the stabilization of the ground 4 by the arch effect of the ground improvement bodies 3.
COPYRIGHT: (C)2003,JPO

Abstract translation: 要解决的问题：提供一种能够合理，经济，可靠，稳定地面的地面稳定工作方法。 解决方案：在这种地面稳定方法中，形成从地面1大量安装到地面2中的地面改进体3成为地面2中的整体拱形，使得地面改进体3能够形成拱形动作 反对外力。 为了使物体地面4的整个区域均匀地稳定化这样一个常规的稳定措施，地面改进体3被形成为能够通过采用合理的方式对抗外力发展拱形作用以采取稳定措施 结构型拱结构。 因此，可以减少圆形改进体3的形成部分，以合理和经济地执行地面的稳定性，并且通过地面改进体3的拱形效果可靠且牢固地执行地面4的稳定。

公开(公告)号：JP2010070919A

公开(公告)日：2010-04-02

申请号：JP2008236665

申请日：2008-09-16

Applicant: Ashimori Ind Co Ltd ,  Kajima Corp ,  芦森工業株式会社 ,  鹿島建設株式会社

Inventor： IWANO KEITA ,  YAMAMOTO TAKUJI ,  DATE KENSUKE ,  YOKOTA YASUHIRO ,  SATO TOSHIAKI ,  KARASAKI KAZUTAKA ,  MIYAZAKI KYOTARO ,  OKAMURA AKIHIKO

IPC: E02D17/20

Abstract: PROBLEM TO BE SOLVED: To provide a method for burying a drain pipe which exhibits high water permeability while having a simple structure and which can be inserted into ground from a surface of natural ground, and to provide the drain pipe.
SOLUTION: This method for burying the drain pipe 1 made of a flexible tubular fabric with predetermined axial rigidity includes: a drain pipe insertion hole forming step of forming a drain pipe insertion hole, whose diameter is larger than that of the drain pipe, in the ground; and a burying step of burying the drain pipe by inserting the drain pipe into the drain pipe insertion hole.
COPYRIGHT: (C)2010,JPO&INPIT

Abstract translation: 要解决的问题：提供一种埋设排水管的方法，该排水管具有高的透水性，同时具有简单的结构，并且可以从自然地面的表面插入地面，并提供排水管。 解决方案：用于埋设由具有预定的轴向刚度的柔性管状织物制成的排水管1的方法包括：排水管插入孔形成步骤，形成排水管插入孔，其直径大于排水管的直径 在地面上 以及通过将排水管插入排水管插入孔来埋设排水管的埋设步骤。 版权所有（C）2010，JPO＆INPIT

公开(公告)号：JP2010001675A

公开(公告)日：2010-01-07

申请号：JP2008162268

申请日：2008-06-20

Applicant: Ashimori Ind Co Ltd ,  Kajima Corp ,  Mitsubishi Materials Corp ,  三菱マテリアル株式会社 ,  芦森工業株式会社 ,  鹿島建設株式会社

Inventor： DATE KENSUKE ,  YAMAMOTO TAKUJI ,  IWANO KEITA ,  YOKOTA YASUHIRO ,  KITAMOTO YUKIYOSHI ,  SATO TOSHIAKI ,  KAJISA FUKASHI ,  KOIKE TATSUO ,  OKAMURA AKIHIKO ,  MIYAZAKI KYOTARO ,  NAKAMURA KEIICHI ,  NAKAMURA KAZUYOSHI

IPC: E21D9/04 ,  E21B3/00

Abstract: PROBLEM TO BE SOLVED: To provide a drain pipe which can hardly cause expansion/contraction and torsion thereof even when buried in the ground using a rock drill, facilitate burying and connection work, and prevent breakage and degraded draining function, and to provide a drain pipe burying method.
SOLUTION: A jacket pipe 1 is connected to a lost bit 3 arranged at a front end of a rod 2, and buried in the ground according to advancing of the lost bit 3 that advances upon transmission of the rotational excavation force of a rock drill 8, that is transmitted via the rod 2. The jacket pipe 1 is provided with a pipe jacket 11, and a front end cap 12 and a rear end cap 13 are provided to the front end and the rear end of the pipe jacket. Further the jacket pipe has steel wires 16 extending between the front end cap 12 and the rear end cap 13.
COPYRIGHT: (C)2010,JPO&INPIT

Abstract translation: 要解决的问题：为了提供即使在使用凿岩机埋入地面时也难以引起膨胀/收缩和扭转的排水管，便于掩埋和连接工作，并且防止破裂和排水功能劣化，并且 提供排水管埋埋方法。 解决方案：夹套管1连接到布置在杆2的前端处的丢失的钻头3，并且根据丢失的钻头3的前进而被埋在地面中，该丢失的钻头3在传递一个 凿岩机8通过杆2传递。护套管1设置有管套11，并且前端盖12和后端盖13设置在管套的前端和后端 。 此外，护套管具有在前端盖12和后端盖13之间延伸的钢丝16.版权所有（C）2010，JPO＆INPIT

公开(公告)号：JP2008255685A

公开(公告)日：2008-10-23

申请号：JP2007099626

申请日：2007-04-05

Applicant: Ashimori Ind Co Ltd ,  Kajima Corp ,  Mitsubishi Materials Corp ,  三菱マテリアル株式会社 ,  芦森工業株式会社 ,  鹿島建設株式会社

Inventor： SATO TOSHIAKI ,  YAMAMOTO TAKUJI ,  DATE KENSUKE ,  KITAMOTO YUKIYOSHI ,  YOKOTA YASUHIRO ,  NARITA NOZOMI ,  KARASAKI KAZUTAKA ,  OKAMURA AKIHIKO ,  MIYAZAKI KYOTARO ,  MIYAZAKI DAISHIRO

IPC: E21D9/04 ,  E21B6/04

Abstract: PROBLEM TO BE SOLVED: To provide a draining method which is applicable to the case where a drain pipe is embedded in the natural ground, and can prevent cavitation in the natural ground due to flow of fine grains and sand in the natural ground, and degradation of draining effect due to clogging of the drain pipe.
SOLUTION: According to the draining method, when the drain pipe is embedded, a rotary excavation force is applied to a lost bit 3 arranged at the tip of a rod 2 via the rod 2 by a rock drill 8, and the natural ground in a tunnel construction area is excavated. Then a jacket pipe 1 in which the rod 2 is housed is connected to the lost bit 3, and therefore the jacket pipe 1 is embedded in the natural ground according to the excavation of the lost bit 3. Herein a flexible cylindrical texture is employed as the jacket pipe 1. Further a guide tube 6 is arranged between the jacket pipe 1 and the rod 2.
COPYRIGHT: (C)2009,JPO&INPIT

Abstract translation: 要解决的问题：提供适用于排水管嵌入天然地面的情况下的排水方法，并且可以防止天然地面中由于细小颗粒和沙子的流动引起的空化 ，以及由排水管堵塞引起的排水效果的降低。 解决方案：根据排水方式，当排水管嵌入时，旋转挖掘力通过凿岩机8经由杆2施加到布置在杆2的尖端处的失速钻头3，并且自然 挖掘隧道施工区的地面。 然后将容纳有杆2的护套管1连接到丢失的位3，因此根据丢失位3的挖掘将护套管1嵌入自然地面。这里使用柔性圆柱形纹理 护套管1.此外，引导管6设置在护套管1和杆2之间。版权所有（C）2009，JPO＆INPIT

公开(公告)号：JP2012159468A

公开(公告)日：2012-08-23

申请号：JP2011021005

申请日：2011-02-02

Applicant: Kajima Corp ,  鹿島建設株式会社

Inventor： YOKOTA YASUHIRO ,  DATE KENSUKE ,  YAMAMOTO TAKUJI

IPC: G01N15/02

Abstract: PROBLEM TO BE SOLVED: To provide a method and a system capable of measuring particle sizes of blast debris in a face immediately after blasting.SOLUTION: The method for measuring blast debris particle sizes includes: placing a plurality of near-infrared reflecting scales 10 of predetermined dimension on a sediment of the blast debris 3 generated in a blasting excavation of a rock-bed face 1 (a step S002); applying near-infrared light to the sediment of the debris 3 including the scales 10 to capture a near-infrared reflection image R (a step S003); and extracting profiles of the respective debris 3 and the scales 10 from the image R and measuring the particle sizes of the respective debris 3 from the profiles and the predetermined dimension of the scales 10 (steps S008-009). Preferably, the method includes: capturing, with time, a plurality of near-infrared reflection images R1-R4 from a same view point P with a camera 20 (steps S003-S005), and causing an image processor 25 to extract the profiles of the respective debris 3 and scales 10 from the plurality of images R1-R4.

Abstract translation: 要解决的问题：提供一种能够在爆破后立即测量面中爆破碎片的粒径的方法和系统。 解决方案：用于测量粉碎碎片粒径的方法包括：将多个预定尺寸的近红外反射鳞片10放置在岩床1（a）的爆破开挖中产生的鼓风碎屑3的沉积物上 步骤S002）; 对包括标尺10的碎屑3的沉积物施加近红外光以捕获近红外反射图像R（步骤S003）; 并从图像R中提取各个碎片3和标尺10的轮廓，并从轮廓和标尺10的预定尺寸测量各个碎片3的粒度（步骤S008-009）。 优选地，该方法包括：随着时间从相机20从相同的视点P捕获多个近红外反射图像R1-R4（步骤S003-S005），并使图像处理器25提取 来自多个图像R1-R4的各个碎片3和标尺10。 版权所有（C）2012，JPO＆INPIT

公开(公告)号：JP2012127913A

公开(公告)日：2012-07-05

申请号：JP2010281815

申请日：2010-12-17

Applicant: Kajima Corp ,  鹿島建設株式会社

Inventor： DATE KENSUKE ,  SHIRASAGI TAKU ,  YOKOTA YASUHIRO ,  ITO KEIJIRO

IPC: G01V3/08 ,  C09K17/02 ,  C09K17/10 ,  C09K103/00 ,  E02D1/00 ,  E02D3/12

Abstract: PROBLEM TO BE SOLVED: To non-destructively evaluate a distribution of improved bodies formed on the ground.SOLUTION: The survey method includes: first, before performing soil improvement, surveying an object area of the soil improvement by a frequency-domain electromagnetic method (a step S1); injecting a cement-based material formed by mixing a magnetic substance therein, into the soi to improve the soil (steps S3 and S4); surveying the object area by the frequency-domain electromagnetic method (a step S4); and evaluating the distribution of the improved bodies based on a difference between the electromagnetic survey result before the soil improvement and the electromagnetic survey result after the soil improvement (a step S5).

Abstract translation: 要解决的问题：非破坏性地评估在地面上形成的改进体的分布。 调查方法包括：首先，在进行土壤改良之前，通过频域电磁法测量土壤改良对象区域（步骤S1）; 将通过混合其中的磁性物质形成的水泥基材料注入所述土壤中以改善土壤（步骤S3和S4）; 通过频域电磁法测量对象区域（步骤S4）; 并根据土壤改良前的电磁勘测结果与土壤改良后的电磁勘测结果（步骤S5）之间的差异来评估改良体的分布情况。 版权所有（C）2012，JPO＆INPIT