KR100473604B1 - A soil and foul water prirate use plastics a manhol - Google Patents
A soil and foul water prirate use plastics a manhol Download PDFInfo
- Publication number
- KR100473604B1 KR100473604B1 KR10-2002-0035854A KR20020035854A KR100473604B1 KR 100473604 B1 KR100473604 B1 KR 100473604B1 KR 20020035854 A KR20020035854 A KR 20020035854A KR 100473604 B1 KR100473604 B1 KR 100473604B1
- Authority
- KR
- South Korea
- Prior art keywords
- sewage
- discharge space
- pipe
- discharge
- drain hole
- Prior art date
Links
- 229920003023 plastic Polymers 0.000 title 1
- 239000004033 plastic Substances 0.000 title 1
- 239000002689 soil Substances 0.000 title 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title 1
- 239000010865 sewage Substances 0.000 claims abstract description 59
- 229920005989 resin Polymers 0.000 claims abstract description 15
- 239000011347 resin Substances 0.000 claims abstract description 15
- 229920003002 synthetic resin Polymers 0.000 claims abstract description 15
- 239000000057 synthetic resin Substances 0.000 claims abstract description 15
- 238000005192 partition Methods 0.000 claims abstract description 9
- 229910001220 stainless steel Inorganic materials 0.000 claims abstract description 6
- 239000010935 stainless steel Substances 0.000 claims description 3
- 238000007599 discharging Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 10
- 239000002699 waste material Substances 0.000 abstract description 4
- 238000004064 recycling Methods 0.000 abstract description 3
- 238000004140 cleaning Methods 0.000 description 3
- 239000002994 raw material Substances 0.000 description 2
- 238000009415 formwork Methods 0.000 description 1
- 230000008676 import Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
- E02D29/14—Covers for manholes or the like; Frames for covers
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/0401—Gullies for use in roads or pavements
- E03F5/0404—Gullies for use in roads or pavements with a permanent or temporary filtering device; Filtering devices specially adapted therefor
Landscapes
- Sewage (AREA)
Abstract
이 발명은 오수와 하수의 배수를 원활히 하고 맨홀 시공을 간편하게 할 수 있으면서도 하수의 냄새 역류 방지를 도모할 수 있으며 인건비를 포함한 시공비 절약과 폐기물 재활용에 따른 자원절약을 도모할 수 있게 하는 오수 및 하수용 합성수지맨홀에 관한 것으로서, 수지본체(10) 중간에 격벽(11)을 형성하여 제1방류공간부(12)와 제2방류공간부(13)를 가지며, 상기 제1방류공간부(12)는 배수구(14) 방향으로 하향되게 경사진 바닥면(15)이 형성되고 오수(w) 방류를 위한 오수관(16)이 일측면에 배관되게 설치되고, 상기 제2방류공간부(13)에는 하수(w') 방류를 위한 하수관(17)이 배관되게 설치하되 상기 하수관(17)이 배수구(18a)가 아랫 방향을 향하도록 설치된 엘보우관(18)이 연결되게 하고, 상기 엘보우관(18)을 통해 제2방류공간부(13)로 방류된 하수(w')는 격벽(11)에 형성되고 스테인레스철망(21)으로 씌워진 배수공(19)을 통해 제1방류공간부(13)로 배수되게 하되 엘보우관(18)의 배수구(18a) 보다 높은 위치에 형성되게 하고, 상기 제1 및 제2방류공간부(12,13)의 상부는 수지덮개(20,20')에 의해 개폐되도록 이루어져 있다.This invention facilitates the drainage of sewage and sewage, facilitates the manhole construction, and prevents backflow of sewage, and prevents the backflow of sewage, and saves construction costs including labor costs and saves resources due to waste recycling. Regarding the synthetic resin manhole, the partition 11 is formed in the middle of the resin main body 10 to have a first discharge space 12 and a second discharge space 13, the first discharge space 12 is A bottom surface 15 inclined downward in the direction of the drain port 14 is formed, and a sewage pipe 16 for discharge of sewage (w) is installed to be piped on one side, and the sewage ( w ') the sewage pipe 17 for discharge is installed to be piped, but the sewer pipe 17 is connected to the elbow pipe 18 installed so that the drain hole 18a faces downward, and through the elbow pipe 18. Sewage (w ') discharged to the second discharge space portion 13 to the partition wall (11) It is formed to be drained to the first discharge space portion 13 through the drain hole 19 is formed and covered with a stainless steel wire 21 to be formed at a position higher than the drain hole (18a) of the elbow pipe 18, the first and second The upper portion of the two discharge spaces (12, 13) is made to be opened and closed by the resin cover (20, 20 ').
Description
본 발명은 건물에서 나오는 오수 및 하수가 통과하는 맨홀에 관한 것으로서, 더욱 상세하게는 오수와 하수의 배수를 원활히 하고 맨홀 시공을 간편하게 할 수 있으면서도 하수의 냄새 역류 방지를 도모할 수 있도록 개선된 오수 및 하수용 합성수지맨홀에 관한 것이다.The present invention relates to a manhole through which sewage and sewage pass from a building, and more particularly, to improve sewage and sewage drainage and simplify manhole construction, while improving sewage and odor backflow prevention. The present invention relates to sewage synthetic resin manholes.
일반적으로 건물에서 방출되는 오수와 하수는 정화조로 방류되어 정화되도록 하고 있다. 여기서 오수는 변기로부터 방류되는 것이며 하수는 주방 및 화장실 등에서 발생되어 방류되는 것으로서 이들은 각각의 배수관을 통해 정화조로 방류되어 정화 처리되게 하고 있는 것이다.Generally, sewage and sewage discharged from buildings are discharged into septic tanks to be cleaned. Here, sewage is discharged from the toilet and sewage is generated and discharged from the kitchen and the toilet, and these are discharged to the septic tank through each drain pipe to be treated.
그리고 건물 내부로부터 방류되는 오수와 하수는 건물 밖에 설치되는 맨홀을 통과하여 정화조로 방류된다.The sewage and sewage discharged from the inside of the building is discharged to the septic tank through the manhole installed outside the building.
그러나 종래에 있어서의 맨홀은 현장에서 거푸집 등을 이용하여 철근을 역고 콘크리트 시공을 하여 맨홀을 만들었기 때문에 맨홀 시공 기간이 오래 걸리고 인건비가 낭비되는 등의 문제점이 있다.However, manholes in the related art have problems such as long manhole construction period and waste of labor cost because manholes are made by reinforcing concrete using formwork in the field and making manholes.
또한, 이러한 맨홀 시공에 있어서는 소제구트랩을 사용하여야 함으로써 그것이 막히는 현상이 초래되어 배수가 제대로 이루어지 않는 문제점이 야기 되고 있다.In addition, in the construction of the manhole, it is necessary to use a cleaning tool trap, which causes clogging, which causes a problem that drainage is not performed properly.
본 발명은 이미 서론에서 언급한 바와 같이 오수와 하수의 배수를 원활히 하고 맨홀 시공을 간편하게 할 수 있으면서도 하수의 냄새 역류 방지를 도모할 수 있도록 개선된 오수 및 하수용 합성수지맨홀을 제공하려는데 그 목적이 있다.The present invention, as already mentioned in the introduction, to facilitate the drainage of sewage and sewage, while simplifying the manhole construction, while providing an improved synthetic resin manhole for sewage and sewage to prevent the backflow of sewage. .
본 발명의 다른 목적은 재활용 수지를 이용하여 제조되는 합성수지 맨홀을 제공함으로써 자원 절약을 도모할 수 있도록 하려는데 있다. Another object of the present invention is to provide a synthetic resin manhole manufactured by using recycled resin to achieve resource saving.
상기한 목적을 달성하기 위하여 본 발명은, 수지본체 중간에 격벽을 형성하여 제1방류공간부와 제2방류공간부를 가지며, 상기 제1방류공간부는 배수구 방향으로 하향되게 경사진 바닥면이 형성되고 오수 방류를 위한 오수관이 일측면에 배관되게 설치되고, 상기 제2방류공간부에는 하수 방류를 위한 하수관이 배관되게 설치하되 상기 하수관이 배수구가 아랫 방향을 향하도록 설치된 엘보우관에 연결되게 하고, 상기 엘보우관을 통해 제2방류공간부로 방류된 하수는 격벽에 형성되고 스테인레스철망으로 씌워진 배수공을 통해 제1방류공간부로 배수되게 하되 엘보우관의 배수구 보다 높은 위치에 형성되게 하고, 상기 제1 및 제2방류공간부는 수지덮개에 의해 개폐되도록 구성함을 그 특징으로 한다.In order to achieve the above object, the present invention, by forming a partition in the middle of the resin body having a first discharge space portion and a second discharge space portion, the first discharge space portion is formed with a bottom surface inclined downward in the direction of the drain hole A sewage pipe for sewage discharge is installed to be piped on one side, and a sewage pipe for sewage discharge is installed in the second discharge space so that the sewage pipe is connected to an elbow pipe installed so that the drain hole faces downward. The sewage discharged through the elbow pipe to the second discharge space portion is formed in the partition wall and drained to the first discharge space portion through the drain hole covered with stainless steel mesh, but is formed at a position higher than the drain hole of the elbow pipe, and the first and second The discharge space portion is characterized in that it is configured to be opened and closed by a resin cover.
본 발명을 첨부된 바람직한 실시 도면에 의거하여 보다 상세히 설명하면 다음과 같다.Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.
도 1은 본 발명에 의한 합성수지맨홀의 사시도이고, 도 2는 종단면도를 나타낸 것으로서, 이 도면을 참조하면 본 발명은 합성수지로 된 수지본체(10)를 구비한다.1 is a perspective view of a synthetic resin manhole according to the present invention, Figure 2 is a longitudinal cross-sectional view, referring to this drawing, the present invention includes a resin body 10 made of synthetic resin.
수지본체(10)는 지면에 묻히는 것이므로 재활용 합성수지제에 의해서 만들어지게 하는 것으로서 폐자재 재활용 및 원자재 수입대체 효과를 가지므로서 경제성을 얻을 수 있다.Since the resin body 10 is buried in the ground, the resin body 10 is made of recycled synthetic resin, and thus economical efficiency can be obtained by recycling waste materials and replacing raw materials.
따라서, 수지본체(10) 중간에는 격벽(11)을 가짐으로써 제1방류공간부(12)와 제2방류공간부(13)를 형성하도록 되어 있다.Therefore, by having the partition 11 in the middle of the resin body 10, the 1st discharge space part 12 and the 2nd discharge space part 13 are formed.
제1방류공간부(12)는 배수구(14) 방향으로 하향되게 경사진 바닥면(15)이 형성되게 하여 정화조(미도시 됨)와 연결되는 배수구(14)로 원활한 배수가 이루어지도록 구성된다.The first discharge space portion 12 is configured such that the bottom surface 15 inclined downward in the direction of the drain port 14 is formed to smoothly drain to the drain port 14 connected to the septic tank (not shown).
상기 제1방류공간부(12)에는 오수(w) 방류를 위해 그 일측면에 오수관(16)이 배관되게 설치된다.The first discharge space portion 12 is installed so that the sewage pipe 16 is piped on one side thereof for discharge of sewage (w).
그러므로 변기로부터 배수되는 오수(w)는 제1방류공간부(12)로 방류되어 배수구(14)를 통해서 정화조로 배수되며, 이때 경사진 바닥면(15)으로 형성되어 있기 때문에 제1방류공간부(12)에는 오수(w)가 체류하지 않고 곧바로 배수되게 된다.Therefore, the sewage w drained from the toilet is discharged to the first discharge space 12 and is drained to the septic tank through the drain 14, in this case, because the first discharge space is formed by the inclined bottom surface 15 Sewage (w) does not stay in (12) and is immediately drained.
한편, 제2방류공간부(13)에는 하수(w') 방류를 위해 하수관(17)이 배관되게 설치되도록 하되 오수관(16) 보다 설치 높이를 낮게 설치하고 끝단부에는 엘보우관(18)이 연결되도록 구성된다.Meanwhile, the sewage pipe 17 is installed in the second discharge space part 13 so that the sewage pipe 17 may be piped for discharge of the sewage (w '), but the installation height is lower than that of the sewage pipe 16, and the elbow pipe 18 is connected to the end. It is configured to be.
또한, 제2방류공간부(13)로 방류된 하수(w')는 격벽(11)에 형성되고 스테인레스철망(21)으로 씌워진 배수공(19)을 통해 제1방류공간부(13)로 배수되도록 하되 엘보우관(18)의 배수구(18a) 보다 높은 위치에 형성되게 한다.In addition, the sewage (w ') discharged to the second discharge space portion 13 is formed in the partition 11 and is drained to the first discharge space portion 13 through the drain hole 19 is covered with a stainless steel mesh (21). It is to be formed at a position higher than the drain hole (18a) of the elbow pipe (18).
따라서, 도 3을 참조하면 엘보우관(18)의 배수구(18a) 보다 배수공(19)높은가 높은 위치에 있기 때문에 항상 하수(w')에 엘보우관(18)의 배수구(18a)가 잠겨 있는 상태가 되어 냄새(악취)가 하수관(17)를 통해서 건물 내부로 역류되는 것이 차단되며, 배수공(19)으로 배수된 하수(w')는 제1방류공간부(12)와 배수구(14)를 통해서 정화조로 배수된다.Therefore, referring to FIG. 3, since the drain hole 19 is higher than the drain hole 18a of the elbow pipe 18, the drain hole 18a of the elbow pipe 18 is always locked to the sewage w '. The odor (odor) is blocked from flowing back into the building through the sewage pipe 17, the sewage (w ') drained to the drain hole 19 through the first discharge space portion 12 and the drain 14 To be drained.
이때, 스테인레스철망(21)은 오물이 배수되는 걸러 주는 역할을 하며 걸러진 오물은 정기적으로 소제작업을 하여 제거하게 된다.At this time, the stainless steel wire mesh 21 serves to filter the waste water is drained and the filtered dirt is periodically removed by cleaning.
한편, 수지본체(10)의 제1 및 제2방류공간부(12,13)는 수지덮개(20,20')에 의해 밀폐되므로 안전하고 냄새 유출이 차단되며 소제시에는 개방이 가능하다.On the other hand, since the first and second discharge spaces 12 and 13 of the resin body 10 are sealed by the resin covers 20 and 20 ', the odor leakage is blocked and can be opened upon cleaning.
따라서, 본 발명은 일체형이면서 오수관(16) 하수관(17)이 연결되는 합성수지맨홀이 제1,2방류공간부(12,13)가 분리되어 있어서 정화조와 연결시에 사용하게 되면 냄새가 주방이나 화장실로 유입되는 것을 차단할 수 있게 되는 것이다.Therefore, in the present invention, when the synthetic resin manhole to which the sewage pipe 16 and the sewer pipe 17 are connected is integrated, the first and second discharge spaces 12 and 13 are separated and used when connected to a septic tank. It will be able to block the flow into.
또한, 정화조가 필요 없는 지역에서는 하수와 오수 맨홀을 콘크리트로 시공할 필요가 없이 본 발명의 합성수지맨홀을 사용하면 되므로 시공 인건비와 시공시간의 단축을 도모할 수 있게 되며, 콘크리트 시공 방식에서는 소제구 트랩을 사용하게 됨으로써 막히고 배수가 제대로 되지 못하였던 문제가 전혀 발생되지 않게 된다.In addition, in the area where the septic tank is not required, the synthetic resin manhole of the present invention can be used without the need for constructing sewage and sewage manholes in concrete, so that construction labor costs and construction time can be shortened. By using it, there is no problem of clogging and drainage.
그리고 폐기되어야 하는 합성수지를 재활용할 수 있게 되기 때문에 자원절약 및 수입되는 합성수지 원료의 수입대체도 도모될 수 있는 것이다.In addition, since the synthetic resin to be disposed of can be recycled, resource saving and import substitution of imported synthetic resin raw materials can also be promoted.
이상의 설명에서와 같이 본 발명은 오수와 하수의 배수를 원활히 하고 맨홀 시공을 간편하게 할 수 있으면서도 하수의 냄새 역류 방지를 도모할 수 있으며 인건비를 포함한 시공비 절약과 폐기물 재활용에 따른 자원절약을 도모할 수 있게 되는 효과가 있다. As described above, the present invention can facilitate the drainage of sewage and sewage, simplify the manhole construction, and can prevent the backflow of sewage, and reduce the construction cost including labor costs and save resources due to waste recycling. It is effective.
도 1은 본 발명에 따른 합성수지맨홀의 사시도,1 is a perspective view of a synthetic resin manhole according to the present invention;
도 2는 본 발명에 의한 합성수지맨홀의 종단면도,2 is a longitudinal sectional view of a synthetic resin manhole according to the present invention;
도 3은 본 발명의 합성수지맨홀의 작용을 설명하는 요부 확대 단면도이다.3 is an enlarged cross-sectional view of the main portion illustrating the action of the synthetic resin manhole of the present invention.
*도면의 주요 부분에 대한 부호의 설명** Description of the symbols for the main parts of the drawings *
10 : 수지본체 11 : 격벽10: resin body 11: partition wall
12 : 제1방류공간부 13 : 제2방류공간부12: first discharge space portion 13: second discharge space portion
14 : 배수구 15 : 바닥면14: drain 15: bottom
16 : 오수관 17 : 하수관16: sewage pipe 17: sewer pipe
18 : 엘보우관 19 : 배수공18: elbow pipe 19: drain hole
20,20' : 수지덮개 21 : 스테인레스철망20,20 ': Resin cover 21: Stainless steel wire
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR10-2002-0035854A KR100473604B1 (en) | 2002-06-26 | 2002-06-26 | A soil and foul water prirate use plastics a manhol |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR10-2002-0035854A KR100473604B1 (en) | 2002-06-26 | 2002-06-26 | A soil and foul water prirate use plastics a manhol |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR20040000861A KR20040000861A (en) | 2004-01-07 |
| KR100473604B1 true KR100473604B1 (en) | 2005-03-10 |
Family
ID=37312668
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR10-2002-0035854A KR100473604B1 (en) | 2002-06-26 | 2002-06-26 | A soil and foul water prirate use plastics a manhol |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR100473604B1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100684923B1 (en) * | 2006-09-18 | 2007-02-22 | 주식회사 가림환경기술 | Sewage |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101498579B1 (en) * | 2012-10-25 | 2015-03-04 | (주)덕원이앤씨 | The soil pipe connecting partition and installing method for partition |
| CN103469881A (en) * | 2013-08-23 | 2013-12-25 | 天津二十冶建设有限公司 | Comprehensive intelligent municipal pipe trench system |
| KR200483909Y1 (en) | 2015-08-20 | 2017-07-10 | 주식회사 스카이프린팅 | Label sheet |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60162155U (en) * | 1984-04-03 | 1985-10-28 | 杉山 重昭 | Column wiring piping facility culvert |
| KR860009799U (en) * | 1985-01-19 | 1986-08-13 | 이근희 | Housing Excellence · Osu Manhole |
| JPS6433326A (en) * | 1987-07-30 | 1989-02-03 | Shinwa Concrete Kogyo Kk | Drain apparatus for ground water irrigation |
| KR970026950A (en) * | 1997-03-11 | 1997-06-24 | 이상을 | Multipurpose merger septic tank of high temperature aerobic decomposition and nitrogen and phosphorus removal |
| KR970059115A (en) * | 1997-05-01 | 1997-08-12 | 이상을 | Multipurpose merger septic tank |
| KR100301310B1 (en) * | 1998-07-23 | 2001-10-27 | 권영기 | Septic tank combined with sewage tank |
-
2002
- 2002-06-26 KR KR10-2002-0035854A patent/KR100473604B1/en not_active IP Right Cessation
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60162155U (en) * | 1984-04-03 | 1985-10-28 | 杉山 重昭 | Column wiring piping facility culvert |
| KR860009799U (en) * | 1985-01-19 | 1986-08-13 | 이근희 | Housing Excellence · Osu Manhole |
| JPS6433326A (en) * | 1987-07-30 | 1989-02-03 | Shinwa Concrete Kogyo Kk | Drain apparatus for ground water irrigation |
| KR970026950A (en) * | 1997-03-11 | 1997-06-24 | 이상을 | Multipurpose merger septic tank of high temperature aerobic decomposition and nitrogen and phosphorus removal |
| KR970059115A (en) * | 1997-05-01 | 1997-08-12 | 이상을 | Multipurpose merger septic tank |
| KR100301310B1 (en) * | 1998-07-23 | 2001-10-27 | 권영기 | Septic tank combined with sewage tank |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100684923B1 (en) * | 2006-09-18 | 2007-02-22 | 주식회사 가림환경기술 | Sewage |
Also Published As
| Publication number | Publication date |
|---|---|
| KR20040000861A (en) | 2004-01-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR100925487B1 (en) | Toilet washers for toilet bowls | |
| KR100473604B1 (en) | A soil and foul water prirate use plastics a manhol | |
| KR100538651B1 (en) | Apparatus for drain sewage | |
| KR200437874Y1 (en) | Drainage check | |
| KR101050778B1 (en) | Dewatering sump with streamlined trap | |
| KR100680125B1 (en) | Prefabricated Manholes for Sewage and Sewage | |
| KR100836849B1 (en) | Sewage Backflow Prevention Device with Removable Switch | |
| JP2005009279A (en) | Holed drain side ditch and catch basin | |
| KR100740525B1 (en) | Sewage collection device | |
| JP2779113B2 (en) | Rainwater basin | |
| KR200191219Y1 (en) | Device for draining waste water in indoor ground | |
| JP4099574B2 (en) | Drainage equipment | |
| KR20110005094U (en) | Collection | |
| KR200324403Y1 (en) | sewage sump | |
| KR200200789Y1 (en) | Device for draining waste water in indoor ground | |
| KR101487394B1 (en) | Integrated drain-trap device for bathroom | |
| KR200378469Y1 (en) | Draining tank with separation-discharging structure of filthy and waste and rain water | |
| KR100356543B1 (en) | Drain trap unit | |
| KR200204121Y1 (en) | Manhole for ship | |
| KR20010100080A (en) | A sleeve with a trap in construction | |
| KR100356544B1 (en) | Drain Traps | |
| KR200252812Y1 (en) | sewage drain device for housing | |
| KR100667583B1 (en) | Classification sewage pipe installation structure | |
| JP2023078609A (en) | Confluent inlet | |
| KR940006943Y1 (en) | Cover for collecting-tanks |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A201 | Request for examination | ||
| PA0109 | Patent application |
Patent event code: PA01091R01D Comment text: Patent Application Patent event date: 20020626 |
|
| PA0201 | Request for examination | ||
| PG1501 | Laying open of application | ||
| E701 | Decision to grant or registration of patent right | ||
| PE0701 | Decision of registration |
Patent event code: PE07011S01D Comment text: Decision to Grant Registration Patent event date: 20050121 |
|
| E701 | Decision to grant or registration of patent right | ||
| PE0701 | Decision of registration |
Patent event code: PE07011S01D Comment text: Decision to Grant Registration Patent event date: 20050202 |
|
| N231 | Notification of change of applicant | ||
| PN2301 | Change of applicant |
Patent event date: 20050216 Comment text: Notification of Change of Applicant Patent event code: PN23011R01D |
|
| GRNT | Written decision to grant | ||
| PR0701 | Registration of establishment |
Comment text: Registration of Establishment Patent event date: 20050217 Patent event code: PR07011E01D |
|
| PR1002 | Payment of registration fee |
Payment date: 20050218 End annual number: 3 Start annual number: 1 |
|
| PG1601 | Publication of registration | ||
| LAPS | Lapse due to unpaid annual fee | ||
| PC1903 | Unpaid annual fee |
Termination category: Default of registration fee Termination date: 20090110 |