Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP4895579B2 - Air shielding device in liquid tank - Google Patents
[go: Go Back, main page]

JP4895579B2 - Air shielding device in liquid tank - Google Patents

Air shielding device in liquid tank Download PDF

Info

Publication number
JP4895579B2
JP4895579B2 JP2005332416A JP2005332416A JP4895579B2 JP 4895579 B2 JP4895579 B2 JP 4895579B2 JP 2005332416 A JP2005332416 A JP 2005332416A JP 2005332416 A JP2005332416 A JP 2005332416A JP 4895579 B2 JP4895579 B2 JP 4895579B2
Authority
JP
Japan
Prior art keywords
receiving tank
shielding
groundwater
water
liquid
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP2005332416A
Other languages
Japanese (ja)
Other versions
JP2007136315A (en
Inventor
清 桑原
秀之 小泉
一仁 香月
雅春 齋藤
茂 松岡
博文 柳
三夫 千々岩
弘行 酒谷
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
East Japan Railway Co
Original Assignee
East Japan Railway Co
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by East Japan Railway Co filed Critical East Japan Railway Co
Priority to JP2005332416A priority Critical patent/JP4895579B2/en
Publication of JP2007136315A publication Critical patent/JP2007136315A/en
Application granted granted Critical
Publication of JP4895579B2 publication Critical patent/JP4895579B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Treatment Of Water By Oxidation Or Reduction (AREA)
  • Sewage (AREA)

Description

この発明は、受液槽における大気遮蔽装置に関し、さらに詳細には、例えば、地下水位の高い地盤での掘削に際し、地下水位を低下させるために汲み上げた地下水を地盤中に返送するリチャージ工法に適用され、受水槽内で地下水を大気から遮蔽することにより溶解鉄分等が酸化するのを防止する装置に関する。   The present invention relates to an air shielding device in a liquid receiving tank, and more particularly, for example, applied to a recharge method for returning groundwater pumped up to lower groundwater level when excavating on groundwater having a high groundwater level. Further, the present invention relates to an apparatus for preventing dissolved iron and the like from being oxidized by shielding groundwater from the atmosphere in a water receiving tank.

地下構造物を構築するために地盤を掘削するに際し、地下水位が高い場合には、その対策工法例えば地下水位低下工法や薬液注入工法などが実施される。地下水位低下工法は、地下から揚水して、必要な施工部位の地下水位を低下させることにより、地盤の安定を図る工法である。この地下水位低下工法は、薬液注入工法などの止水工法に対し、確実な地下水対策工法であることから、特に線路下施工では安全性に優れている。   When excavating the ground to construct an underground structure, if the groundwater level is high, countermeasures such as a groundwater level lowering method or a chemical injection method are implemented. The groundwater level lowering method is a method for stabilizing the ground by pumping water from the ground and lowering the groundwater level at the necessary construction site. This groundwater level lowering construction method is a reliable groundwater countermeasure construction method against the waterstop construction method such as the chemical solution injection construction method, and is therefore excellent in safety especially in the construction under the railway.

ところで、地下水位低下工法により汲み上げた地下水を、そのまま下水道や河川に放流すると、周辺地盤の沈下や井戸の水位低下などの被害を招く。このため、揚水された地下水を地中に返送する工法、すなわちリチャージ工法も広く実施されている。   By the way, if the groundwater pumped up by the groundwater level lowering method is discharged into the sewers and rivers as it is, it will cause damage such as subsidence of the surrounding ground and lowering of the water level of the wells. For this reason, a method of returning the pumped groundwater to the ground, that is, a recharge method is widely implemented.

このリチャージ工法では、揚水量と注水量を均一にすることは困難なため、一般には、汲み上げた地下水を受水槽にいったん受水した後、地盤中に返送するという手法が採られる。この場合、受水槽は揚水量と注水量の変動に対応させるために大気開放型のものが用いられる。このため、地下水中に鉄分等、酸化により析出する成分が含まれていると、揚水した地下水が受水槽において空気中の酸素に触れ、その酸化物が析出するという現象が起こる。この地下水中に含まれる鉄分等の酸化析出物は、地中に返送する際に復水井の孔壁やフィルターの目詰まりの原因となり、目詰まりが進行すると返送効率が悪くなり、場合によっては下水道や河川に排水せざるを得ないこともある。   In this recharge method, since it is difficult to make the pumped amount and the injected water uniform, generally, a method is adopted in which the pumped-up groundwater is once received in a receiving tank and then returned to the ground. In this case, a water receiving tank is used that is open to the atmosphere in order to cope with fluctuations in the pumping amount and the water injection amount. For this reason, when the component which precipitates by oxidation, such as iron, is contained in groundwater, the phenomenon that the pumped-up groundwater will contact the oxygen in air in a receiving tank, and the oxide will precipitate. Oxidized precipitates such as iron contained in groundwater cause clogging of the condensate well walls and filters when returned to the ground, and when clogging progresses, return efficiency deteriorates, and in some cases sewerage There are times when it is forced to drain into rivers and rivers.

このようなことから、従来、鉄分等の酸化物による目詰まりを防止するために、地上に水処理設備を設置し、返送地下水の水処理を行うという対策が採用されている(例えば、特許文献1参照)。しかしながら、この水処理による方法は、設備に多大な費用がかかり、また、処理によって発生した生成物の処理が必要になるなど、問題点が多く、より簡易な方法の開発が望まれていた。
特開平8−71594号公報
For this reason, conventionally, in order to prevent clogging due to oxides such as iron, a measure has been adopted in which water treatment equipment is installed on the ground and water treatment of the returned groundwater is performed (for example, Patent Documents). 1). However, this water treatment method has many problems such as high costs for equipment and the need to treat the product generated by the treatment, and the development of a simpler method has been desired.
JP-A-8-71594

この発明は上記のような技術的背景に基づいてなされたものであって、次の目的を達成するものである。
この発明の目的は、例えば、リチャージ工法において地下水中に含まれる鉄分等の酸化を防止し、水処理設備を不要とすることができる受液槽の大気遮蔽装置を提供することにある。
The present invention has been made based on the technical background as described above, and achieves the following object.
An object of the present invention is, for example, to provide an air shielding device for a liquid receiving tank that can prevent oxidation of iron or the like contained in groundwater in a recharge method and eliminate the need for water treatment equipment.

この発明は上記課題を達成するために、次のような手段を採用している。
すなわち、この発明は、大気開放型受液槽において該受液槽内の液体を大気から遮蔽するための装置であって、
前記受液槽中の液面上に浮いて設置され、液面と大気との接触を遮るための遮蔽部材と、
この遮蔽部材と前記受液槽内壁との間を閉塞するように設置され、前記遮蔽部材が受液槽の液位変動に伴って上下動するのを許容するシール部材とを備え、
前記遮蔽部材は、遮蔽シートと、その下面に取り付けられた多数の球状浮体とからなり、また前記シール部材は、前記遮蔽部材と前記受液槽内壁との間に充填された多数の小球状浮体からなることを特徴とする受液槽における大気遮蔽装置にある。
The present invention employs the following means in order to achieve the above object.
That is, the present invention is an apparatus for shielding the liquid in the liquid receiving tank from the atmosphere in the open-type liquid receiving tank,
A floating member installed above the liquid level in the liquid receiving tank, and a shielding member for blocking contact between the liquid level and the atmosphere;
A sealing member that is installed so as to block between the shielding member and the inner wall of the liquid receiving tank, and that allows the shielding member to move up and down with the liquid level fluctuation of the liquid receiving tank;
The shielding member includes a shielding sheet and a large number of spherical floating bodies attached to a lower surface thereof, and the sealing member includes a large number of small spherical floating bodies filled between the shielding member and the inner wall of the liquid receiving tank. It exists in the air shielding apparatus in the liquid receiving tank characterized by comprising.

より具体的には、前記遮蔽シートの外周縁に枠体が取り付けられている。   More specifically, a frame is attached to the outer peripheral edge of the shielding sheet.

この発明によれば、例えばリチャージ工法の受水槽に適用すると、受水槽に汲み上げられた地下水は、常時、遮蔽部材及びシール部材によって、その水面が覆われ大気から遮蔽されるので、地下水中に空気中の酸素が溶解することがない。このため、地下水中の溶存酸素量の増大を抑えることができ、地下水中に含まれる鉄分等が酸化し、その酸化物が析出するのを防止することができる。したがって、酸化物除去のための水処理設備が不要となる。   According to the present invention, for example, when applied to a water receiving tank of the recharge method, the groundwater pumped into the water receiving tank is always covered with the shielding member and the sealing member so that the water surface is shielded from the atmosphere. The oxygen inside does not dissolve. For this reason, an increase in the amount of dissolved oxygen in the groundwater can be suppressed, and iron contained in the groundwater can be prevented from oxidizing and the oxides from being precipitated. Therefore, a water treatment facility for removing oxides is not necessary.

また、シール部材は多数の小球状浮体からなるので、受水槽の水位が変動しても、遮蔽部材は水位変動に伴って上下動することができ、遮蔽性を保ったまま水位変動に対応させることができる。   In addition, since the seal member is composed of a large number of small spherical floating bodies, even if the water level of the water receiving tank fluctuates, the shielding member can move up and down with the fluctuation of the water level, and can respond to fluctuations in the water level while maintaining the shielding property. be able to.

この発明の実施形態を図面を参照しながら以下に説明する。図1に示す実施形態は、この発明による装置をリチャージ工法で使用される受水槽に適用した例である。リチャージ工法は、揚水井1から揚水ポンプ2によって揚水管3を通して地下水を汲み上げ、掘削施工等の施工部位の地下水位を低下させ、汲み上げた地下水は河川等に放流することなく、注水ポンプ4によって注水管5を通して復水井6から地盤中に返送する工法である。このようなリチャージ工法において、揚水量と注水量の変動に対応させるために、汲み上げられた地下水は、前記したように、大気開放型の受水槽10にいったん受水される。   Embodiments of the present invention will be described below with reference to the drawings. The embodiment shown in FIG. 1 is an example in which the apparatus according to the present invention is applied to a water receiving tank used in a recharge method. In the recharge method, groundwater is pumped from the pumping well 1 through the pumping pipe 3 by the pumping pump 2, and the groundwater level of the construction site such as excavation work is lowered. This is a method of returning from the condensate well 6 through the water pipe 5 into the ground. In such a recharge method, the groundwater pumped up is temporarily received by the open-air receiving tank 10 as described above in order to cope with fluctuations in the pumped amount and the injected water amount.

図2は、受水槽10の内部を示す断面図、図3は平面図である。この発明による大気遮蔽装置は、遮蔽部材11とシール部材12とからなっている。遮蔽部材11は、この実施形態では遮蔽シート13と多数の球状浮体14とからなっている。遮蔽シート13は、受水槽10の内法よりも小さな外形寸法を有し、防水性を有する水に溶けない材料、例えば合成樹脂で作られている。遮水シート13はシート厚が薄くて可撓性のあるもの、シート厚が比較的厚くて撓みにくいものいずれでもよい。   2 is a cross-sectional view showing the inside of the water receiving tank 10, and FIG. 3 is a plan view. The atmospheric shielding device according to the present invention includes a shielding member 11 and a seal member 12. In this embodiment, the shielding member 11 includes a shielding sheet 13 and a large number of spherical floating bodies 14. The shielding sheet 13 has a smaller outer dimension than the inner method of the water receiving tank 10 and is made of a waterproof material that is not soluble in water, for example, a synthetic resin. The water-impervious sheet 13 may be either a sheet having a thin sheet thickness and being flexible, or a sheet having a relatively thick sheet thickness and being difficult to bend.

多数の球状浮体14は遮蔽シート13の下面に、隣接するものどうしが密接して取り付けられている。この球状浮体14も、防水性を有する水に溶けない材料、例えば合成樹脂で作られている。遮蔽シート13への取付け方法は、接着材による固定、固着具による固定等を適宜選択することができる。この球状浮体14を遮蔽シート13に取り付けることにより、遮蔽シート13は受水槽10において水面から離間して浮くことになる。なお、球状浮体14は、水に浮けばよく、中実あるいは中空いずれでもよい。   Many spherical floating bodies 14 are attached to the lower surface of the shielding sheet 13 in close contact with each other. The spherical floating body 14 is also made of a water-insoluble material such as synthetic resin. The attachment method to the shielding sheet 13 can be appropriately selected from fixing with an adhesive, fixing with a fixing tool, and the like. By attaching the spherical floating body 14 to the shielding sheet 13, the shielding sheet 13 floats away from the water surface in the water receiving tank 10. The spherical floating body 14 may float on water and may be solid or hollow.

遮蔽シート13の外周縁には枠体15が取り付けられている。この枠体15は、シール部材12の充填空間を確保するとともに、受水槽10内の地下水が波打った際に遮蔽シート13上に溢れないようにするためのものである。この枠体15の内方にはリブ16が設けられている。   A frame 15 is attached to the outer peripheral edge of the shielding sheet 13. This frame 15 is for ensuring the filling space of the sealing member 12 and preventing the groundwater in the water receiving tank 10 from overflowing on the shielding sheet 13 when the groundwater undulates. A rib 16 is provided inside the frame body 15.

シール部材12は多数の小球状浮体17からなり、遮蔽シート13と受水槽10の内壁との間の空間に、これを閉塞するように充填されている。小球状浮体17は、密に充填されるべく、小径あるいは粒状のものであり、球径がφ5mm〜200mmの範囲のものが選択される。この小球状浮体17も防水性を有する水に溶けない材料、例えば合成樹脂で作られ、また、中実あるいは中空のいずれであってもよい。   The sealing member 12 is composed of a large number of small spherical floating bodies 17 and is filled in a space between the shielding sheet 13 and the inner wall of the water receiving tank 10 so as to close it. The small spherical floating body 17 has a small diameter or a granular shape so as to be densely packed, and a spherical diameter in the range of φ5 mm to 200 mm is selected. The small spherical floating body 17 is also made of a waterproof material that is not soluble in water, for example, a synthetic resin, and may be solid or hollow.

上記のような遮蔽装置によれば、受水槽10に汲み上げられた地下水は、常時、遮蔽部材11及びシール部材12によって、その水面が覆われ大気から遮蔽されるので、地下水中に空気中の酸素が溶解することがない。このため、地下水中の溶存酸素量の増大を抑えることができ、地下水中に含まれる鉄分等が酸化し、その酸化物が析出するのを防止することができる。したがって、酸化物除去のための水処理設備が不要となる。   According to the shielding device as described above, the groundwater pumped into the water receiving tank 10 is always covered with the shielding member 11 and the sealing member 12 so that the water surface is shielded from the atmosphere. Does not dissolve. For this reason, an increase in the amount of dissolved oxygen in the groundwater can be suppressed, and iron contained in the groundwater can be prevented from oxidizing and the oxides from being precipitated. Therefore, a water treatment facility for removing oxides is not necessary.

また、シール部材12は多数の小球状浮体からなるので、受水槽10の水位が変動しても、遮蔽部材11は水位変動に伴って上下動することができ、遮蔽性を保ったまま水位変動に対応させることができる。さらに、この発明による遮蔽装置は、複数回の使用が可能である。   Further, since the sealing member 12 is composed of a large number of small spherical floating bodies, even if the water level of the water receiving tank 10 fluctuates, the shielding member 11 can move up and down with the fluctuation of the water level, and the water level fluctuates while keeping the shielding property. It can be made to correspond. Furthermore, the shielding device according to the present invention can be used a plurality of times.

なお、この発明による遮蔽装置は、地下水中の鉄分等の酸化防止のみならず、受水槽内の地下水の蒸発防止、地下水の保温、地下水中のバクテリアの繁殖防止にも効果を発揮する。   The shielding device according to the present invention is effective not only for preventing oxidation of iron and the like in groundwater, but also for preventing evaporation of groundwater in the water receiving tank, keeping the groundwater warm, and preventing bacteria from breeding in the groundwater.

上記実施形態は例示にすぎず、この発明は種々の態様を採ることができる。例えば、上記実施形態では遮蔽部材を遮蔽シートと球状浮体で構成したが、遮蔽部材は水に浮く箱状(中実又は中空)のもので構成することもできる。また、上記実施形態ではリチャージ工法で使用する受水槽にこの発明による遮蔽装置を適用したが、これに限らず、受水槽一般、さらには油など他の液体を受け入れる受液槽一般に適用可能である。   The above embodiment is merely an example, and the present invention can take various aspects. For example, in the above embodiment, the shielding member is composed of a shielding sheet and a spherical floating body, but the shielding member can be composed of a box-like (solid or hollow) floating in water. Moreover, in the said embodiment, although the shielding apparatus by this invention was applied to the water receiving tank used with a recharge construction method, it is not restricted to this, It is applicable to the general water receiving tank and also the liquid receiving tank generally receiving other liquids, such as oil. .

リチャージ工法の概要を説明するための図である。It is a figure for demonstrating the outline | summary of a recharge construction method. この発明が適用される受水槽の断面図である。It is sectional drawing of the water receiving tank to which this invention is applied. 受水槽の平面図である。It is a top view of a water receiving tank.

符号の説明Explanation of symbols

1 揚水井
2 揚水ポンプ
3 揚水管
4 注水ポンプ
5 注水管
6 復水井
10 受水槽
11 遮蔽部材
12 シール部材
13 遮蔽シート
14 球状浮体
15 枠体
16 リブ
17 小球状浮体
DESCRIPTION OF SYMBOLS 1 Pumping well 2 Pumping pump 3 Pumping pipe 4 Injection pump 5 Injection pipe 6 Condensate well 10 Receiving tank 11 Shielding member 12 Sealing member 13 Shielding sheet 14 Spherical floating body 15 Frame 16 Rib 17 Small spherical floating body

Claims (2)

大気開放型受液槽において該受液槽内の液体を大気から遮蔽するための装置であって、
前記受液槽中の液面上に浮いて設置され、液面と大気との接触を遮るための遮蔽部材と、
この遮蔽部材と前記受液槽内壁との間を閉塞するように設置され、前記遮蔽部材が受液槽の液位変動に伴って上下動するのを許容するシール部材とを備え、
前記遮蔽部材は、遮蔽シートと、その下面に取り付けられた多数の球状浮体とからなり、また前記シール部材は、前記遮蔽部材と前記受液槽内壁との間に充填された多数の小球状浮体からなることを特徴とする受液槽における大気遮蔽装置。
A device for shielding the liquid in the liquid receiving tank from the atmosphere in an open air receiving tank,
A floating member installed above the liquid level in the liquid receiving tank, and a shielding member for blocking contact between the liquid level and the atmosphere;
A sealing member that is installed so as to block between the shielding member and the inner wall of the liquid receiving tank, and that allows the shielding member to move up and down with the liquid level fluctuation of the liquid receiving tank;
The shielding member includes a shielding sheet and a large number of spherical floating bodies attached to a lower surface thereof, and the sealing member includes a large number of small spherical floating bodies filled between the shielding member and the inner wall of the liquid receiving tank. An air shielding device in a liquid receiving tank, comprising:
前記遮蔽シートの外周縁に枠体が取り付けられていることを特徴とする請求項1記載の受液槽における大気遮蔽装置。   The atmosphere shielding device in the liquid receiving tank according to claim 1, wherein a frame is attached to an outer peripheral edge of the shielding sheet.
JP2005332416A 2005-11-17 2005-11-17 Air shielding device in liquid tank Expired - Lifetime JP4895579B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2005332416A JP4895579B2 (en) 2005-11-17 2005-11-17 Air shielding device in liquid tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2005332416A JP4895579B2 (en) 2005-11-17 2005-11-17 Air shielding device in liquid tank

Publications (2)

Publication Number Publication Date
JP2007136315A JP2007136315A (en) 2007-06-07
JP4895579B2 true JP4895579B2 (en) 2012-03-14

Family

ID=38199809

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2005332416A Expired - Lifetime JP4895579B2 (en) 2005-11-17 2005-11-17 Air shielding device in liquid tank

Country Status (1)

Country Link
JP (1) JP4895579B2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5752500A (en) * 1980-09-12 1982-03-27 Hitachi Ltd Drier for clothing
JPS6423498A (en) * 1987-07-20 1989-01-26 Oki Electric Ind Co Ltd Eeprom

Also Published As

Publication number Publication date
JP2007136315A (en) 2007-06-07

Similar Documents

Publication Publication Date Title
JP5291927B2 (en) Fresh water storage and intake system
JP5724222B2 (en) Pumping unit, soft soil improvement method, ground excavation method, contaminated soil purification method, and condensate method
JP4895579B2 (en) Air shielding device in liquid tank
JPS63128298A (en) Method of storing and processing industrial waste such as radioactive substance
JP6730047B2 (en) Vacuum anchor and wave power generation equipment
JP5039906B2 (en) Structure to prevent floating of underground structures
KR101674417B1 (en) Drainage system using siphon phenomenon
JP2006046027A (en) Water barrier type movable breakwater
US20210372065A1 (en) Tidal Flood Mitigation Assembly
JPH11256609A (en) Method for preventing floating of structure and structure for preventing floating
CN220266610U (en) Local precipitation structure in foundation ditch
JPH11247174A (en) Groundwater collecting method in underground water isolation method
JP5306885B2 (en) Construction method for underwater structures
JPH1147711A (en) Method of preventing contaminated water leakage at waste disposal facility and waste disposal facility
JP2991742B2 (en) Containment treatment method for waste, etc.
JP2007120012A (en) Artificial ground for preventing flooding
KR200329661Y1 (en) Floatage protection structure for basement
JPH11193089A (en) Method for sealing liquid face for preventing oxidation
JP7709166B2 (en) Consolidation and settlement method for bottom ground
JP2021011776A (en) Underground water pumping device, and underground water pumping method
KR101738642B1 (en) Block type storage tank
JP4067683B2 (en) How to prevent tank lift during installation
JP4614166B2 (en) Deep water intake facility
CN213806871U (en) Seepage-proofing pool drainage system
JP4322629B2 (en) Waste disposal site

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20080912

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20110707

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20110826

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20111024

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20111213

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20111220

R150 Certificate of patent or registration of utility model

Ref document number: 4895579

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150106

Year of fee payment: 3

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313532

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313117

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term