KR900002319Y1 - Sleeve - Google Patents
Sleeve Download PDFInfo
- Publication number
- KR900002319Y1 KR900002319Y1 KR2019860019406U KR860019406U KR900002319Y1 KR 900002319 Y1 KR900002319 Y1 KR 900002319Y1 KR 2019860019406 U KR2019860019406 U KR 2019860019406U KR 860019406 U KR860019406 U KR 860019406U KR 900002319 Y1 KR900002319 Y1 KR 900002319Y1
- Authority
- KR
- South Korea
- Prior art keywords
- rib
- sleeve
- present
- state
- concrete layer
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
- E04G13/021—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor for circular columns
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03C—DOMESTIC PLUMBING INSTALLATIONS FOR FRESH WATER OR WASTE WATER; SINKS
- E03C1/00—Domestic plumbing installations for fresh water or waste water; Sinks
- E03C1/12—Plumbing installations for waste water; Basins or fountains connected thereto; Sinks
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Water Supply & Treatment (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Health & Medical Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
내용 없음.No content.
Description
제 1 도는 본 고안의 분해 상태 사시도.1 is an exploded perspective view of the present invention.
제 2 도는 본 고안의 결합상태 종단면도.Figure 2 is a longitudinal cross-sectional view of the coupling state of the present invention.
제 3 도는 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 : 스리브 2 : 동체1: sleeve 2: body
2',4' : 나선부 3 : 상관2 ', 4': Helix 3: Correlation
4 : 홈 5 : 괘지턱4: home 5: hanging jaw
6 : 환돌부이다6: it is an annulus
본 고안은 콘크리트 시공에 상하부로 연결되는 배수용 관을 접속하게 된 스리브(Sleeve)를 구성함에 있어서, 타설되는 콘크리트 층의 두께에 따라 동일한 수평상태를 유지하며, 매몰될 수 있도록 높낮이를 조절하게 된 스리브에 관한 것이다.The present invention is to configure the sleeve (Sleeve) connecting the drain pipe connected to the upper and lower parts to the concrete construction, to maintain the same horizontal state according to the thickness of the concrete layer to be poured, and to adjust the height to be buried It is about a sleeve.
다수층으로 구축되는 건축물 등에 배수를 목적으로한 관체를 접속하기 위한 종래의 방법은 타설되는 콘크리트층의 두께를 감안하여 고정체로 성형한 스리브를 매설한 상태에서 관을 접속하였는데, 이는 콘크리트층의 두께가 스리브 보다 높은 경우에는 스리브가 매몰될 뿐만 아니라 콘크리트 층 보다 스리브가 돌출될 경우에는 돌출부위를 파개해야 되는 폐단이 발생하여 원활하고 정교한 관접속이 불가능하게 됨은 물론 콘크리트 층과 스리브의 수평상태를 이루게 하기 위한 과정에서 스리브 동체에 균열을 발생되게 함으로서 사용시 누수가 발생되었다.Conventional methods for connecting pipes for drainage purposes, such as buildings constructed with multiple floors, were connected in the state of embedding a rib formed with a fixed body in consideration of the thickness of the concrete layer to be poured. If the rib is higher than the rib, the rib is not only buried, but if the rib is protruded more than the concrete floor, a closed end that needs to be dug is generated, so that smooth and precise pipe connection is not possible, and the concrete layer and the rib are formed horizontally. During the process, a leak occurred during use by causing cracks in the sleeve body.
이러한 폐단을 감안하여 동체 상부에 나착되는 상관을 출몰되게 하여 스티브의 높낮이를 조절할 수 있게 안출한 본인의 선출원 (85-10027호) 고안이 있는데, 이는 전술한 제반 폐단은 시정하였으나, 콘트리크상에 합성수지로 성형된 스리브를 매립할시에 발생되는 이질적인 소재의 결합으로 인하여 기밀도가 낮게 되므로 상부면을 통하여 누수되는 물이 장시간을 경과하면서 점점 하부면으로 삼투되면서 미장처리된 부위를 오손되게 하는 단점이 있었는 바, 본 고안에서는 이러한 결함을 감안하여 안출한 것으로 첨부 도면에 의거하여 구조 및 상세한 설명을 하면 다음과 같다.In consideration of these closures, there is a design of my own application (85-10027), which was designed to adjust the height of Steve by letting the boss who is attached to the upper part of the fuselage appear. Since the air tightness is low due to the combination of heterogeneous materials generated when the ribs formed of synthetic resin are buried, the water leaking through the upper surface gradually penetrates to the lower surface as the water leaks through the upper surface, and thus damages the plastered part. In the present invention, the present invention has been devised in view of such a deficiency.
스리브(1)와 동체(2) 내주면 상부로 나선부(2')를 형성하되 하부로 괘지턱(5)을 돌출 성형하여 나선부(4')상에 다수개의 홈(4)이 형성된 상관(3)을 나착하고, 동체(2) 외주면에는 상부로부터 다수개의 환돌부(6)을 돌설하여서된 것으로 도면중 미설명 부호, 7은 관, 8은 콘크리트층이다.Correlation in which a plurality of grooves 4 are formed on the spiral portion 4 'by forming the spiral portion 2' on the inner circumferential surface of the rib 1 and the fuselage 2, but protruding the hanging jaw 5 downward. 3) is attached to the outer peripheral surface of the fuselage (2) is formed by protruding a plurality of annular part (6) from the top, not shown in the figure, 7 is a pipe, 8 is a concrete layer.
상술한 바와 같이 구성으로된 본 고안의 사용상태 및 작용효과에 있어서, 본 고안으로된 스리브(1)은 동체(2)상으로 나삽된 상관(3)을 나해 및 나착함에 따라 스리브(1)의 높낮이가 조절되므로 제 3 도와 같이 타설되는 콘크리트층(8)의 두께와 동일한 높이로 조절한 상태에서 매립한다.In the state of use and effect of the present invention having the configuration as described above, the rib 1 according to the present invention is a rib (1) as it breaks down and attaches the correlation (3) inserted into the body (2) Since the height of the is adjusted to be buried in the state adjusted to the same height as the thickness of the concrete layer (8) to be poured as the third degree.
이와 같은 상태에서 상하로 관(7)을 삽입하게 되면 이제 접속되는 관(7)은 괘지턱(5)에 유도되어 완전한 배관이 이루어지는데 이때 콘크리트층(8)의 상부면에 물이 닿게 되어 콘크리트층(8)을 통하여 스며들게 될시에 이는 주로 기밀도가 낮은 콘크리트와 스리브(1)의 결합된 부위를 통하여 삼투되므로 이와같이 삼투되는 물기는 상관(3)의 나선부(4')를 따라 스며들다 이에 천설된 다수의 홈(4)을 따라 유도되며 통체(2)내로 삼출된다.When the pipe (7) is inserted up and down in this state, the pipe (7) to be connected is guided to the hanging jaw (5) and complete piping is made. At this time, water comes into contact with the upper surface of the concrete layer (8). As it penetrates through the layer 8, it is mainly osmotic through the joint of the low-tightness concrete and the rib 1 so that the osmotic water soaks along the helix 4 ′ of the tube 3. It is guided along a plurality of grooves 4 laid in this way and is extruded into the cylinder 2.
그러므로 스리브(1)를 따라 콘크리트 층(8)의 하부면부로 누수되는 것을 방지하여 누수로 인한 환경 오손 및 이로인한 보수작업을 방지하게 되고, 간편한 조작으로 시공하게 됨은 물론 오랜동안 청결한 상태로 사용할 수 있게 된 유용한 고안이다.Therefore, it prevents water leakage to the lower surface part of the concrete layer 8 along the rib 1 to prevent environmental damage and maintenance work due to water leakage, and can be installed by simple operation and can be used in a clean state for a long time. It is a useful design.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR2019860019406U KR900002319Y1 (en) | 1986-12-05 | 1986-12-05 | Sleeve |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR2019860019406U KR900002319Y1 (en) | 1986-12-05 | 1986-12-05 | Sleeve |
Publications (2)
Publication Number | Publication Date |
---|---|
KR880012358U KR880012358U (en) | 1988-08-27 |
KR900002319Y1 true KR900002319Y1 (en) | 1990-03-22 |
Family
ID=19257698
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR2019860019406U KR900002319Y1 (en) | 1986-12-05 | 1986-12-05 | Sleeve |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR900002319Y1 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20030045727A (en) * | 2003-05-06 | 2003-06-11 | 김하용 | The pipe sleeve had the heigh-control function |
-
1986
- 1986-12-05 KR KR2019860019406U patent/KR900002319Y1/en not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
KR880012358U (en) | 1988-08-27 |
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