KR900005113Y1 - Water plug - Google Patents
Water plug Download PDFInfo
- Publication number
- KR900005113Y1 KR900005113Y1 KR2019860019407U KR860019407U KR900005113Y1 KR 900005113 Y1 KR900005113 Y1 KR 900005113Y1 KR 2019860019407 U KR2019860019407 U KR 2019860019407U KR 860019407 U KR860019407 U KR 860019407U KR 900005113 Y1 KR900005113 Y1 KR 900005113Y1
- Authority
- KR
- South Korea
- Prior art keywords
- drain
- drainage
- concrete layer
- present
- concrete
- Prior art date
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title description 4
- 238000010276 construction Methods 0.000 description 2
- 238000001914 filtration Methods 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
- E04D13/0404—Drainage on the roof surface
- E04D13/0409—Drainage outlets, e.g. gullies
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
- Separation Using Semi-Permeable Membranes (AREA)
Abstract
내용 없음.No content.
Description
제1도는 본 고안의 분해 사시도.1 is an exploded perspective view of the present invention.
제2도는 본 고안의 결합상태 종단면도.Figure 2 is a longitudinal cross-sectional view of the coupled state of the present invention.
제3도는 본 고안의 사용상태 단면도.3 is a cross-sectional view of the use state of the present invention.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
1 : 배수구 2 : 동체1: drainage 2: fuselage
2',4',6 : 나선부 3 : 상관2 ', 4', 6 Spiral Part 3: Correlation
4 : 홈 5 : 괘지턱4: home 5: hanging jaw
7 : 환돌부7: ring
본 고안은 콘크리트층을 시공할 시에 배수를 목적으로 매설하는 배수구를 타설되는 콘크리트층의 두께에 따라서 자유자재로 높낮이를 조절하게 된 배수구에 관한 것이다.The present invention relates to a drain hole that can be freely adjusted according to the thickness of the concrete layer to be poured in the drain when the concrete layer is laid for the purpose of drainage.
종래에는 시공되는 콘크리트층의 두께에 따라서 배수구의 높낮이를 조절할 수 없는 구조의 단일체로 성형된 것뿐이어서, 시공되는 층의 두께에 따라 이와 비슷한 높이로된 것을 선택하여 매설되게 하였기 때문에 콘크리트층의 두께가 배수구보다 높게 시공될 시에는 배수구가 매몰되어 이의 상부로 배수캡을 나착하기 위해서는 매몰된 부위를 다시 파헤쳐야 되는 번거로움이 있을뿐 아니라, 콘크리트층보다 배수구가 돌출되게 매설될시에는 돌출 부위를 파개해야 되었고, 이로 인하여 배수구에 균열을 가하게 되므로서 사용시 배수구 주연부에 누수가 발생되는 폐단이 있었다.In the related art, the thickness of the concrete layer is only formed by a single body having a structure that cannot control the height of the drain hole according to the thickness of the concrete layer to be constructed. When the construction is higher than the drainage hole, the drainage hole is buried, and in order to attach the drainage cap to the upper part of the drainage hole, it is not only troublesome to dig the buried part again, but when the drainage hole is protruded rather than the concrete layer, There was a need to dig, which caused cracks in the drains, which resulted in leaks at the periphery of the drains.
또 이러한 폐단을 감안하여 배수구의 동체 상부로 상관을 나합하여 이를 출물되게 함에 따라 높낮이를 조절할 수 있게 안출한 본인의 선출원 고안(85-10028호)이 있는데, 이는 전술한 종래의 폐단은 시정하였으나, 콘크리트상에 합성수지로 성형된 배수구를 매설할 시에 발생되는 이질적인 소재의 결합으로 인하여 시공완료후 양생된 콘크리트와 배수구 외주연사이에 기밀도가 낮게 되므로 콘크리트 상부면을 통하여 누수되는 물이 배수구 외주연을 따라 점점 하부로 삼투되면서 배수구 주연부의 콘크리트 하부면을 오손되게 하는 단점이 발생되었는 바, 본 고안에서는 이러한 결함을 시정 보완하여 안출한 것으로 첨부 도면에 의거하여 구조를 상세히 설명하면 다음과 같다.In addition, in consideration of such closures, there is a design of my own application (85-10028), which is designed to adjust the height according to the merging of the upper part of the fuselage of the drainage to be outputted, which corrected the above-described conventional closure. Due to the combination of heterogeneous materials generated when embedding drains formed of synthetic resin on concrete, the airtightness between the cured concrete and the outer circumference of the drain is low due to the completion of construction. As a result of the osmosis of the concrete lower surface of the periphery of the drain hole as the osmosis is gradually lowered according to the present invention, the present invention has been described in detail according to the accompanying drawings to correct these defects.
배수구(1)의 동체(2) 내주연 상부로 나선부(2')를 형성하되 하부로 괘지턱(5)을 돌출 성형하고 외주연 다수곳에 환돌부(7)을 돌설한 것에 있어서, 나선부(4')상에 다수의 홈(4)이 천설된 상관(3)을 동체(2) 상부로 나삽하게 된 것으로 도면중 미설명 부호 6은 나선부, 8은 여과캡, 9는 콘크리트층이다.The spiral part 2 'is formed in the upper part of the inner periphery of the fuselage 2 of the drainage port 1, but the spiral part 5 is protruded in the lower part and the protrusion part 7 is protruded in a plurality of outer peripheries. In Fig. 4, a plurality of grooves 4 are laid on the upper portion of the fuselage 2, and the reference numeral 6 denotes a spiral portion, 8 a filtration cap, and 9 a concrete layer. .
상술한 바와같은 본 고안의 사용상태 및 작용효과에 있어서, 본 고안으로 된 배수구(1)은 동체(2) 내주연상으로 나삽된 상관(3)을 나해하거나 나착함에 따라 동체(2) 상에서 상관(3)이 출몰되며, 배수구(1)의 높낮이가 조절되므로 콘크리트층(9)의 두께가 얇게 타설될 시에는 상관(3)을 나착하여 몰입되게 하고, 비교적 두껍게 타설될 시에는 이에 따라 상관(3)을 돌출되게 하여 제3도와 같이 콘크리트층(9)의 두께와 동일한 높이로 조절한 상태에서 시공한다.In the state of use and the effect of the present invention as described above, the drainage port 1 of the present invention correlates on the body 2 as it breaks or deviates from the coring 3 interpolated into the inner periphery of the body 2. (3) is raised, the height of the drain (1) is adjusted so that when the thickness of the concrete layer (9) is thinly cast, the boss (3) is immersed and immersed, and when it is poured relatively thick, accordingly ( 3) to protrude and construct in the state adjusted to the same height as the thickness of the concrete layer (9) as shown in FIG.
이와같은 상태에서 상관(3)의 나선부(6)에 여과캡(8)을 나착하므로서 배수되게 하고, 배수된 오수는 배수구(1)의 내부로 유입되는데, 이때 배수가 되지 않고 배수구(1) 상단 외주연의 콘크리트면을 통하여 누수되는 물은 콘크리트와 배수구(1)이 결합된 기밀도가 낮은 상관(3)의 외주연을 따라 스며들게 되므로, 이와같이 삼투되는 오수는 상관(3)의 나선부(4')를 따라 스며들다가 이에 천설된 다수의 홈(4)를 따라 유도되며 동체(2)내로 유입된다.In such a state, the filtration cap 8 is screwed into the spiral portion 6 of the boss 3 so that the waste water is drained, and the drained sewage flows into the drain 1, and the drain is not drained. Since the water leaked through the concrete surface of the upper outer periphery is permeated along the outer periphery of the low airtightness (3) where the concrete and the drain (1) are combined, the sewage that is thus osmosis is the helix of the correlation (3) ( 4 ') is permeated and guided along the plurality of grooves 4 installed therein and flows into the fuselage 2.
그러므로 배수구(1) 외주연상의 콘크리트층(9) 하부면으로 누수되는 것을 방지하여 누수로 인한 환경 오손 및 이로인한 보수작업을 방지하게 되고, 간편한 조작으로 시공하게 됨은 물론 오랫동안 청결한 상태로 사용할 수 있게 된 유용한 고안이다.Therefore, it prevents water leakage to the lower surface of the concrete layer (9) of the outer periphery of the drain hole (1) to prevent environmental damage and maintenance work due to water leakage, and can be installed by simple operation and can be used for a clean state for a long time. It is a useful design.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019860019407U KR900005113Y1 (en) | 1986-12-05 | 1986-12-05 | Water plug |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019860019407U KR900005113Y1 (en) | 1986-12-05 | 1986-12-05 | Water plug |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR880012353U KR880012353U (en) | 1988-08-27 |
| KR900005113Y1 true KR900005113Y1 (en) | 1990-06-09 |
Family
ID=19257699
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2019860019407U KR900005113Y1 (en) | 1986-12-05 | 1986-12-05 | Water plug |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR900005113Y1 (en) |
-
1986
- 1986-12-05 KR KR2019860019407U patent/KR900005113Y1/en not_active IP Right Cessation
Also Published As
| Publication number | Publication date |
|---|---|
| KR880012353U (en) | 1988-08-27 |
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| A201 | Request for examination | ||
| E701 | Decision to grant or registration of patent right | ||
| REGI | Registration of establishment | ||
| FPAY | Annual fee payment |
Payment date: 19970626 Year of fee payment: 8 |
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| LAPS | Lapse due to unpaid annual fee |