| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 21 | 토양시료 채취기구 | KR1020140012851 | 2014-02-05 | KR101463185B1 | 2014-11-21 | 오수정 |
| 본 발명은 토양시료 채취기구에 관한 것으로, 더욱 바람직하게는 모래, 점토, 자갈 등의 퇴적물의 단면을 조사하기 위한 시료를 시추작업으로 채취할 때, 시추공 측벽의 퇴적물 붕괴를 막아 깊은 곳까지 연속적으로 시료를 채취할 수 있고, 토양시료를 채취하기 위한 샘플관을 상부 일측면은 절단하고, 상기 일측면과 대향하는 하부 타측면은 샘플관 두께의 1/2만 절결되게 하여 토양시료 채취 후 샘플관을 간단하게 분할되게 함으로서, 인양된 시료의 절개 단면을 정확하게 관찰할 수 있으며, 토양시료 채취시 샘플관이 상부로 이동되지 않도록 함과 고정링으로 고정함과 동시에 토양시료를 지상으로 인양할 때 코어캐처에 의해 하부로 흘러내리지 않도록 차단할 수 있도록 하기 위한 것이다.
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| 22 | Crustal core sampling method, and antibacterial polymeric gel and gel material for use therein | JP2002034032 | 2002-02-12 | JP2003239673A | 2003-08-27 | MASUI NOBUAKI; DEGUCHI SHIGERU; TSUJII KAORU; HORIKOSHI KOKI |
| PROBLEM TO BE SOLVED: To provide a crustal core sampling method which is suitable for study of microorganisms in the earth crust without a fear of contamination of samples by external microorganisms, and to provide an antibacterial polymeric gel and a gel material for use in the method. SOLUTION: According to the crustal core sampling method, earth crustal core samples are taken in a state in which the samples are covered with the antibacterial polymeric gel prepared by dispersing an inorganic antibacterial agent in a polymer. The inorganic antibacterial agent is comprised of at least one of silver, zinc, copper, and a compound containing their ions, and preferably the inorganic antibacterial agent is carried by a substrate. It is also preferable that the antibacterial polymeric gel contains the inorganic antibacterial agent in a range of 0.0001 to 10.0 mass %. There are provided antibacterial polymeric gel for use in crustal core sampling, which is formed of the polymer and the inorganic antibacterial agent, and gel material for use in the same. COPYRIGHT: (C)2003,JPO | ||||||
| 23 | How to collect crust core samples, as well as antibacterial polymer gel and gel material to be used in this | JP2001024145 | 2001-01-31 | JP3434800B2 | 2003-08-11 | 茂 出口; 弘毅 掘越; 宣明 益井; 薫 辻井 |
| 24 | Collection method of crustal core sample and antibacterial polymer gel used therefor and gel material | JP2001024145 | 2001-01-31 | JP2002228558A | 2002-08-14 | MASUI NOBUAKI; DEGUCHI SHIGERU; TSUJII KAORU; HORIKOSHI KOKI |
| PROBLEM TO BE SOLVED: To provide a method capable of collecting a crustal core sample having no possibility of microbial contamination from the outside and suitable for the research of microbes in the crust, and antibacterial polymer gel used for the collection method of the crustal core sample and gel material. SOLUTION: In this collection method of the crustal core sample, the crustal core sample is collected in the coated state by this antibacterial polymer gel acquired by polymerizing an antibacterial monomer. Preferably, the antibacterial monomer is a quarternary ammonium salt compound, and the polymer includes a component by the antibacterial monomer at the ratio of 1-10 mol%. The antibacterial polymer gel for crustal core sample collection characterized by comprising the polymer acquired by polymerizing the antibacterial monomer, and being used for coating the crustal core sample in collection of the crustal core sample by excavating the crust, and this powder gel material are also provided. COPYRIGHT: (C)2002,JPO | ||||||
| 25 | How to measure the amount of oil in the sponge core | JP30562786 | 1986-12-23 | JPH0652262B2 | 1994-07-06 | ウイリアム・ユージン・エリントン; カイラツシユ・チヤンドラ・バンウアリラル・ダンガヤチ; ロツコ・デイフオツジオ |
| 26 | JPH0547720B2 - | JP5589284 | 1984-03-23 | JPH0547720B2 | 1993-07-19 | SAKAI KAZUO |
| 27 | JPH0317036B2 - | JP20869983 | 1983-11-07 | JPH0317036B2 | 1991-03-07 | MAKIHARA YORIO |
| 28 | JPH028646B2 - | JP4922784 | 1984-03-16 | JPH028646B2 | 1990-02-26 | KASHIMURA HIROSHI |
| 29 | Device and method of sampling soil and holding volatile substance to said soil | JP22060188 | 1988-09-05 | JPS6471992A | 1989-03-16 | FURANKU MANCHIYATSUKU JIYUNIA |
| PURPOSE: To accurately collect contaminants by installing a tubular casing, a tubular sampling part, a device to insert the easing and sampling part beneath the ground surface, and a device to remove the soil needlessly cut. CONSTITUTION: This device is provided with a casing part 16, an adaptor connector 14, and a sampler part 10, wherein they are rotated integrally with a casing driving motor 24 and at the same time, a cutter blade 32 in the center of the casing is driven with a motor 36. A material cut off by the blade 32 is discharged to a ring-shaped part 46 through a discharge port 44, and then is flushed upward by a fluid from a high-pressure fluid source 56 through a discharge jet 62 disposed on a circular cutter blade 50. A hood 64 is installed on the ground surface to seal a between the ground surface and the device, and at the same time, a cooling fluid source 82 such as liquid nitrogen is supplied to a thermal insulating jacket 80 to prevent the emanation of volatile components. | ||||||
| 30 | JPS5933750B2 - | JP13038581 | 1981-08-21 | JPS5933750B2 | 1984-08-17 | KURAIGU RICHAADO HAIRANDO |
| 31 | Continuous collecting method of solidified soil sample | JP17983381 | 1981-11-11 | JPS5882142A | 1983-05-17 | NISHIBAYASHI KIYOSHIGE; MATSUO TATSUYUKI; HOSOYA YOSHIMI |
| PURPOSE:To make it possible to take samples of solidified soil including the soil which has not enough mixing and agitation by giving vibration to a soil to be improved and charging it with pressure into a sampling pipe before solidification of the soil mixed and agitated with a solidifying material. CONSTITUTION:A soil B to be improved in a soft, weak and viscous ground A is mixed and agitated with a hardening agent that is supplied by a deep layer mixing machine and so on, and while the soil B has not yet solidified, a long, bottom-opened sampling pipe 4 is pressed into the soil B with vibration given to the pipe 4 by a vibrator 2 that is hung from a hoist 1 of leader type. When the pipe 4 is sunk to a specified depth, it is left there for a while, and the soil sample in the pipe with the soil that is not imcomplete with agitation and mixing is cured to solidify. When a soil sample has solidified the sampling pipe 4 is pulled up to the ground floor with air being sent through an air pipe 5, and a solidified soil sample is subjected to strength test for each depth. In this way the true strength of the whole of a solidified pile can be known. | ||||||
| 32 | JPS506501A - | JP10584973 | 1973-09-19 | JPS506501A | 1975-01-23 | |
| 33 | コア採取装置及び容器移送装置 | JP2013053301 | 2013-03-15 | JP6095217B2 | 2017-03-15 | 水口 保彦 |
| 34 | The use of a valve device having the instruments and methods as well as soluble membrane to remove the supernatant liquid sample | JP2014500410 | 2012-03-23 | JP2014508949A | 2014-04-10 | クリスティアン シェーン; ターニャ ティーレ |
| 本発明は、液体サンプルの上澄みを除去する器具及び方法に関し、ドレンが水溶性メンブレンによって閉鎖され、水溶性メンブレンは、或る特定の時間後に溶け、従ってサンプルの上澄みは、遠心分離後に自動的に導き出される。 水溶性メンブレンは、一般に、液体を収容空間内に一時的に保持することによって他の目的にも使用できる。 | ||||||
| 35 | How to collect crust core samples, as well as antibacterial polymer gel and gel material to be used in this | JP2002034032 | 2002-02-12 | JP4037658B2 | 2008-01-23 | 茂 出口; 弘毅 掘越; 宣明 益井; 薫 辻井 |
| 36 | Method of extracting crustal core sample, and flowable covering material for crustal core sample extraction | JP2004048144 | 2004-02-24 | JP2005240308A | 2005-09-08 | MASUI NOBUAKI; DEGUCHI SHIGERU; TSUJII KAORU |
| PROBLEM TO BE SOLVED: To provide a method of extracting a crustal core sample, and a flowable covering material for crustal core sample extraction for positively extracting the crustal core sample in an uncontaminated state. SOLUTION: In this method of extracting the crustal core sample, a crustal core sampling device equipped with a flowable covering material discharge mechanism for discharging the flowable covering material is used, and the flowable covering material formed of a polymeric material or water absorptive polymeric material with colloidal particle capture ability by cohesion action is discharged from the flowable covering material discharge mechanism of the crustal core sampling device to extract the crustal core sample in a state of being covered with the flowable covering material. COPYRIGHT: (C)2005,JPO&NCIPI | ||||||
| 37 | Koketsudoshiryonorenzokusaishuhoho | JP17983381 | 1981-11-11 | JPH0245142B2 | 1990-10-08 | NISHIBAYASHI KYOSHIGE; MATSUO TATSUYUKI; HOSOYA YOSHIMI |
| 38 | Well core boring method and device | JP23005785 | 1985-10-17 | JPS61172990A | 1986-08-04 | AASUA PAAKU; BABI TARUMA UIRUSUN |
| 39 | Ground pressure balance type ground specimen sampling method | JP5589284 | 1984-03-23 | JPS60200144A | 1985-10-09 | SAKAI KAZUO |
| PURPOSE:To make it possible to collect a specimen while the natural state of the ground is held, by reducing the friction resistance between the specimen and a sampler inner wall by the fluid injected in the specimen and solidifying the specimen to eliminate the disturbance of stress release of the specimen. CONSTITUTION:The vertical and horizontal ground pressures of the ground are calculated and a spacer 11 for generating side pressure corresponding to horizontal ground pressure is set to an inner pipe 15 after the length thereof was determined. A fluid 20 is injected from an injection pipe 36 to compress a spring 16 through a ring shaped piston and pressure corresponding to vertical ground pressure is held in a sampler. When a shoe 31 is inserted into the ground under pressure, pressure corresponding to vertical ground pressure is acted on the upper surface of the specimen cut off in the inner pipe 15 and peripheral pressure corresponding to horizontal ground pressure is acted thereon by the fluid 20. After the fluid 20 around the specimen is solidified, the sampler is drawn up above the ground to take out the specimen. Therefore, the specimen without distrubance can be collected and stored in such a state that stress in the natural ground is held. | ||||||
| 40 | Ground pressure balance type ground sampler | JP5589184 | 1984-03-23 | JPS60200143A | 1985-10-09 | SAKAI KAZUO |
| PURPOSE:To make it possible to collect a specimen in such a state that the natural state of the ground is held, by reducing the friction resistance between the specimen and a sampler inner wall by the fluid injected in the specimen when a sampler is inserted into the ground under pressure and solidifying said specimen. CONSTITUTION:Pressure corresponding to vertical underground stress is preliminarily applied to the ground by the piston 7 in the shoe 6 provided to the leading end of a sampler while pressure corresponding to horizontal underground pressure is preliminarily applied thereto by a fluid 4 and the sampler is further inserted into the ground under pressure to cut the ground. Whereupon, the specimen 8 in a receiving pipe 5 is automatically pressurized from the side surface thereof by the fluid 4 and held to the same state as the stress in the natural ground. When the sampler is drawn up above the ground after the fluid 4 being a grout material is solidified, the greater part of the specimen 8 is covered with the solidifying agent and, therefore, the natural state of the ground can be held. | ||||||
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