KR0129203Y1 - Lattic block combined with water channel - Google Patents
Lattic block combined with water channel Download PDFInfo
- Publication number
- KR0129203Y1 KR0129203Y1 KR2019910016289U KR910016289U KR0129203Y1 KR 0129203 Y1 KR0129203 Y1 KR 0129203Y1 KR 2019910016289 U KR2019910016289 U KR 2019910016289U KR 910016289 U KR910016289 U KR 910016289U KR 0129203 Y1 KR0129203 Y1 KR 0129203Y1
- Authority
- KR
- South Korea
- Prior art keywords
- pipe
- shape
- spiral
- tube
- present
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/205—Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B11/00—Drainage of soil, e.g. for agricultural purposes
- E02B11/005—Drainage conduits
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/003—Injection of material
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
본 고안은 수로의 뚝이나 절토된 토사 상태의 자연 비탈면의 유실 또는 붕괴되는 것을 방지하기 위한 보호용 블럭에 관한 것으로서 특히, 연결관을형으로 형성한 파형관이나 나선관과의 연결을 용이하게 관 내부로 흐르는 물의 배수를 용이하게 하여 빗물로 인하여 비탈면이 침식되어 쇄굴되는 것을 방지하기 위한 비탈면 수로 겸용 U형 보호 블럭에 관한 것이다.The present invention relates to a protective block for preventing the loss of or collapse of a natural slope of a channel or a cut soil. The present invention relates to a U-type protection block for a sloped channel, which facilitates drainage of water flowing into the tube to facilitate connection with a corrugated tube or spiral tube formed in a shape to prevent erosion due to rain slope.
본 고안은 본원 출원인의 선출원 실용신안등록출원제 90-15336호, 90-16344호를 개량한 것으로 연결관(1)을형으로 형성하고 파형관(5)이나 나선관(6)이 관삽된 상태에서 쉽게 착탈되지 않도록 연결관(1)의 상부에 걸림턱(8)을 형성하고, 연결구(2)의 끝단부의 볼록 요홈부(3)로 시멘트 몰탈(7)을 투입하여 굳혀지므로 영구히 블럭의 형상을 유지할수 있으며 많은 빗물이 낙차되어도 각 연결관(1)과 관삽된 파형관(5)이나 나선관(6)으로 흐르므로 비탈면이 침식되거나 쇄굴되지 않도록 한 비탈면 수로 겸용 U형 보호 블럭.The present invention is an improvement of the application model registration application Nos. 90-15336 and 90-16344 of the applicant of the present application. It is formed in the shape and the locking jaw (8) is formed on the upper part of the connecting pipe (1) so that the corrugated pipe (5) or the spiral pipe (6) is not easily detached in the inserted state, the convex recess of the end of the connector (2) As the cement mortar (7) is hardened by inserting it into (3), the shape of the block can be maintained permanently, and even though a large amount of rain drops, it flows into the corrugated pipe (5) or the spiral pipe (6) inserted into each of the connecting pipes (1). U-shaped protection block for both slopes to prevent this erosion or crushing.
Description
제1도는 본 고안의 분해 사시도.1 is an exploded perspective view of the present invention.
제2도는 본 고안의 결합된 상태의 요부를 보인 단면도로서, (a)는 파형관이 결합된 상태이며, (b)는 나선관이 결합된 상태이다.Figure 2 is a cross-sectional view showing the main portion of the coupled state of the present invention, (a) is a corrugated tube is coupled, (b) is a spiral tube is coupled state.
제3도는 종단면도로서, (a)는 A - A선의 단면도이며, (b)는 B - B 선의 단면도이다.3 is a longitudinal sectional view, (a) is a cross sectional view taken along the line A-A, and (b) is a cross sectional view taken along the line B-B.
제4도는 본 고안의 연결관을 - 자형으로 개량한 실예의 분해 사시도.Figure 4 is an exploded perspective view of an embodiment in which the connector of the present invention is improved to the shape of-.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
1,9 : 삼지관 2,10 : 연결구1,9: Samjikwan 2,10: Connector
3,11 : 볼록 요홈부 4 : 보강리브3,11 convex groove 4 reinforcing rib
5 : 파형관 5' : 내주면5: corrugation tube 5 ': inner circumference
5,6 : 보강대 5',6' : 외주면5,6: Reinforcement stand 5 ', 6': Outer circumference
6 : 나선관 7 : 시멘트 몰탈6: spiral tube 7: cement mortar
8,12 : 걸림턱8,12: Hanging jaw
본 고안은 수로의 뚝이나 절토된 토사 상태의 자연 비탈면의 유실 또는 붕괴되는 것을 방지하기 위한 보호용 블럭에 관한 것으로 특히, 연결관을형으로 형성하여 반원형으로 형성한 파형관이나 나선관과의 연결을 용이하게 하고, 관 내부로 흐르는 물의 배수를 용이하게 하여 빗물로 인하여 비탈면이 침식되어 균열 붕괴되는 것을 방지하기 위한 비탈면 수로 겸용 U 형 보호 블럭에 관한 것이다.The present invention relates to a protective block for preventing the loss of or collapse of a natural slope of a channel or cut soil. Double-shaped U-type protection for slope to prevent erosion and crack collapse due to rainwater by facilitating connection with corrugated or spiral tube formed in semi-circular shape and facilitating drainage of water flowing into the tube. It's about blocks.
본 고안은 본원 출원인의 선출원 실용신안등록출원제 90-15336호, 90-16344호를 개량한 것으로 종래에는 + 자형의 4구형으로 하고, 볼록 요홈부를 형성하여 나선관을 관삽후 시멘트 몰탈을 투입하여 견고히 조립하는 구성으로 지표에 매설하여 사용하였으나, 본원은형의 심지관의 상부에 걸림턱을 형성하고 볼록 요홈부를 형성하여 반원형으로 형성한 파형관이나 나선관을 관삽후 시멘트 몰탈을 투입하여 견고하게 조립하는 것으로서 이를 첨부된 도면에 의하여 상세히 설명하면 다음과 같다.The present invention is an improvement of the first application utility model registration application Nos. 90-15336 and 90-16344 of the applicant of the present application, and in the prior art, it has a + -shaped four-spherical shape, and a convex groove is formed to insert a spiral tube, and then cement mortar is introduced. It was used to bury it in the surface as a solid assembly. Forming the hooking jaw on the upper part of the wick of the type and forming a convex groove to form a semi-circular corrugated pipe or spiral tube by inserting the cement mortar after pipe insertion, as described in detail by the accompanying drawings as follows. .
반원형으로 형성한 U자형 파형관(5)의 내주면(5')에 보강대(5)를 형성한 파형관(5)과 반원형으로 형성한 공지의 U 자형 나선관(6)의 외주면(6')에 보강대(6)를 형성한 나선관(6)을 연결 결합시키는 삼지관(1)을형으로 형성하며 상부에 걸림턱(8)을 형성하고 단면 반원형의 각 연결구(2)를 중공의 보강리브(4)로 연결하고, 각 연결구(2)의 끝단부내에는 호형의 볼록 요홈부(3)를 형성하고, 연결구(2)에 파형관(5)이나 나선관(6)을 관삽시킨후 볼록 요홈부(3)에 시멘트몰탈(7)을 충전 결합토록한 것이다.Reinforcing bar on corrugated pipe 5 having a reinforcing bar 5 formed on the inner circumferential surface 5 'of the U-shaped corrugated pipe 5 formed in a semicircular shape and on the outer circumferential surface 6' of a known U-shaped spiral pipe 6 formed in a semicircular shape. Triangular tube (1) connecting and connecting the spiral tube (6) forming (6) It forms in the shape and forms a locking jaw (8) at the top and connects each connector 2 of the semi-circular cross section with a hollow reinforcing rib (4), and in the end of each connector (2) arc-shaped convex groove (3) ), The corrugated pipe 5 or the spiral pipe 6 is inserted into the connector 2, and the cement mortar 7 is filled and coupled to the convex recess 3.
도면중 미설명 부호 5'는 외주면이다.In the figure, reference numeral 5 'is an outer circumferential surface.
이와같이된 본 고안은 제2도와 제3도와 같이 관삽된 파형관(5)과 나선관(6)이 연결관(1)상부의 걸림턱(8)에 의해 조립 고정되므로 쉽게 착탈되지 않으며 파형관(5)과 나선관(6)의 외주면(5')(6')으로 시멘트 몰탈(7)이 충전 양생으로 결합되어 영구적으로 블럭의 형상을 유지할수 있으며, 비탈면에 굳혀지는 블럭은 연결관(1)의 보강리브(4)와 파형관(5)의 외주면(5')과 나선관(6)의 보강대(6)에 의해 토사층과 흡착되므로 별도의 고정못을 박지 않아도 블럭이 슬라이딩되는 현상이 없으며, 또한 많은 빗물이 낙하되어도 각 연결관(1)과 관삽된 파형관(5)이나 나선관(6)으로 흐르므로 비탈면이 침식되어 균열이나 붕괴되지 않는 것이다. 또한 비탈면의 토사층에는 잔디같은 초목을 심게 되므로 초목의 뿌리들이 연결관(1)의 보강리브(4)나 나선관(6)의 보강대(6)사이로 얽힘으로써 블럭의 안정을 더욱 견고히 할수 있는 것이다.The present invention, as described above, is not easily detached since the corrugated pipe 5 and the spiral pipe 6 inserted into and fixed by the locking step 8 of the upper part of the connecting pipe 1 as shown in FIGS. Cement mortar (7) is bonded to the outer peripheral surface (5 ') (6') of the spiral tube (6) by filling curing to maintain the shape of the block permanently, the block hardened on the slope of the connecting pipe (1) Since it is adsorbed by the soil layer by the outer circumferential surface 5 'of the reinforcing rib 4 and the corrugated pipe 5 and the reinforcing bar 6 of the spiral pipe 6, there is no phenomenon that the block is slid even without a separate fixing nail. Even if the rain water falls, it flows into the corrugated pipe 5 or the spiral pipe 6 inserted into each of the connecting pipes 1 and the slopes are not corroded and do not crack or collapse. In addition, because the grass-like vegetation is planted in the soil layer of the slope, the roots of the vegetation are entangled between the reinforcing ribs 4 of the connecting pipe 1 or the reinforcing bar 6 of the spiral pipe 6 to further stabilize the block.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019910016289U KR0129203Y1 (en) | 1991-10-04 | 1991-10-04 | Lattic block combined with water channel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019910016289U KR0129203Y1 (en) | 1991-10-04 | 1991-10-04 | Lattic block combined with water channel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR930008912U KR930008912U (en) | 1993-05-25 |
| KR0129203Y1 true KR0129203Y1 (en) | 1998-12-15 |
Family
ID=19320099
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2019910016289U KR0129203Y1 (en) | 1991-10-04 | 1991-10-04 | Lattic block combined with water channel |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR0129203Y1 (en) |
-
1991
- 1991-10-04 KR KR2019910016289U patent/KR0129203Y1/en not_active IP Right Cessation
Also Published As
| Publication number | Publication date |
|---|---|
| KR930008912U (en) | 1993-05-25 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CA1140346A (en) | Landscaping bed divider | |
| KR0129203Y1 (en) | Lattic block combined with water channel | |
| US3122888A (en) | Cover for drain tile joints | |
| KR960010650Y1 (en) | A drain pipe combined with a lattice block for a slope | |
| US535809A (en) | Blanchard | |
| KR100522572B1 (en) | Formwork for flexible reinforcement sewer pipes in construction and road construction | |
| KR20030001653A (en) | Drainage pipes for slope protection blocks | |
| KR930005649Y1 (en) | Connecting pipe for lattice block in cutting slope | |
| KR200259044Y1 (en) | Fixture for water pipes | |
| JPS6128948Y2 (en) | ||
| KR200216052Y1 (en) | Formwork for flexible reinforced drainage pipe | |
| KR100445588B1 (en) | Connection fixing device for water pipe safety in civil engineering and road construction | |
| KR930008540Y1 (en) | Plastic open channel | |
| KR100518461B1 (en) | Form for connecting curved reinforcing drainpipes | |
| KR20090003423U (en) | Connecting member of bundle distribution tube for closed conduit | |
| KR200253067Y1 (en) | Supply and drain pipe of slope protection block | |
| KR950001658Y1 (en) | Drainage pipe | |
| KR200249174Y1 (en) | Drainage pipes for slope protection blocks | |
| KR100465921B1 (en) | Reinforcement device for sewage pipe safety in civil engineering and road construction | |
| KR200261327Y1 (en) | Slope protection block for drainage | |
| KR930004414Y1 (en) | Fabricated lattice block for slope | |
| KR100540455B1 (en) | Buried soil reinforcement device for sewer pipes buried under road and construction works | |
| KR100609339B1 (en) | Remforced constructure of Sprial pipe | |
| JPH0291316A (en) | Construction of earth anchor for steep inclined land | |
| KR100465104B1 (en) | Reinforcement device for buried soil in water and sewage pipe in civil engineering and road construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A201 | Request for examination | ||
| E701 | Decision to grant or registration of patent right | ||
| REGI | Registration of establishment | ||
| FPAY | Annual fee payment |
Payment date: 20040720 Year of fee payment: 9 |
|
| EXPY | Expiration of term |