KR200377410Y1 - A channel block - Google Patents
A channel block Download PDFInfo
- Publication number
- KR200377410Y1 KR200377410Y1 KR20-2004-0030813U KR20040030813U KR200377410Y1 KR 200377410 Y1 KR200377410 Y1 KR 200377410Y1 KR 20040030813 U KR20040030813 U KR 20040030813U KR 200377410 Y1 KR200377410 Y1 KR 200377410Y1
- Authority
- KR
- South Korea
- Prior art keywords
- channel
- water
- channel block
- soil
- agricultural
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B13/00—Irrigation ditches, i.e. gravity flow, open channel water distribution systems
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G25/00—Watering gardens, fields, sports grounds or the like
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2303/00—Specific treatment goals
- C02F2303/24—Separation of coarse particles, e.g. by using sieves or screens
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B5/00—Artificial water canals, e.g. irrigation canals
- E02B5/02—Making or lining canals
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B5/00—Artificial water canals, e.g. irrigation canals
- E02B5/08—Details, e.g. gates, screens
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
Abstract
토압(土壓) 또는 수압(水壓)에 의해 전단(剪斷) 또는 크랙등의 파손을 방지할 수 있도록 개량된 농수로용 채널블럭에 대해 개시한다. 이는 바닥(53)과 양 측벽(51)(52)으로 형성되고 상부가 개방되어 농업용수를 안내하는 농수로(59)를 형성한다. 양 측벽(51)(52)은 상단에서 하단으로 점차 두께가 증가되는 경사면(51a)(52a)이 형성되고, 측벽(51)(52)에는 토양에 침수된 유수를 농수로측으로 통과시키는 유입공(56)이 형성되며, 유입공(56)에는 토사의 유입을 방지하는 그물망(60)이 설치된다. 또한 측벽(51)(52)에는 견인을 위한 견인공(57)이 형성되고, 측벽 및 바닥의 양단부에는 암/수플랜지(54)(55)가 형성되어서 인접하는 채널블럭의 암/수플랜지가 상호 결합되도록 한다. 이와 같은 채널블럭은 측벽(51)(52)을 상단으로부터 하단으로 점차 두껍게 형성함으로써 토압 또는 수압에 의한 전단하중에 안정할 수 있게 하므로 전단 또는 크랙의 발생을 방지한다. 또한, 채널블럭을 매설하는 경우, 측벽에 유입공(56)을 형성함으로써 토양으로부터의 유수를 농수로(59)측으로 배출시켜 수압의 영향을 경감시킨다. 또한, 측벽에 견인공을 형성함으로써 크레인등에 의한 견인작업을 편리하게 한다.Disclosed is a channel block for an agricultural waterway that is improved to prevent damage such as shearing or cracking due to earth pressure or water pressure. It is formed with a bottom 53 and both side walls 51 and 52, and the top is open to form a waterway 59 for guiding agricultural water. Both sidewalls 51 and 52 are formed with inclined surfaces 51a and 52a, the thickness of which gradually increases from the top to the bottom thereof, and the sidewalls 51 and 52 have an inflow hole through which flowed water flooded in the soil is passed to the farm channel. 56 is formed, the inlet hole 56 is provided with a net 60 to prevent the inflow of soil. A traction hole 57 for traction is formed in the side walls 51 and 52, and female and male flanges 54 and 55 are formed at both ends of the side wall and the bottom so that the female and male flanges of adjacent channel blocks are formed. To be combined with each other. Such a channel block is formed to gradually thicken the side walls (51, 52) from the top to the bottom to be stable to shear loads by earth pressure or hydraulic pressure, thereby preventing the occurrence of shear or cracks. In the case of embedding the channel block, the inflow hole 56 is formed in the side wall to discharge the running water from the soil to the side of the water channel 59 to reduce the influence of water pressure. Further, by forming the traction hole in the side wall, the traction work by the crane or the like is convenient.
Description
본 고안은 농수로용 채널블럭에 관한 것으로써, 특히 토압(土壓) 또는 수압(水壓)에 의해 전단(剪斷) 또는 크랙등의 파손을 방지할 수 있도록 개량된 농수로용 채널블럭에 관한 것이다.The present invention relates to a channel block for agricultural water channel, and more particularly to a channel block for agricultural channel improved to prevent damage such as shear or cracking due to earth pressure or water pressure. .
일반적으로 농업용수를 필요한 지역에 공급하기 위하여 도 1에 도시된 바와 같은 상부가 개방된 채널(channel)블럭(10)이 연속적으로 연결설치되어서 수로(水路)를 형성하고 있다.In general, in order to supply agricultural water to the required area, an upper channel block 10 as shown in FIG. 1 is continuously connected to form a waterway.
이러한 채널블럭(10)은 통상적으로 양측벽(11)(12)과 바닥(13)으로 이루어져 상부가 개방되고, 양측벽(11)(12)이 외부에 노출되는 형태로 설치되거나 도 2에 도시된 바와 같이 토양(20)에 매설되는 형태로 설치되기도 한다.The channel block 10 is generally composed of both side walls 11 and 12 and the bottom 13, and the top of the channel block 10 is opened, and both side walls 11 and 12 are installed to be exposed to the outside, or illustrated in FIG. It may be installed in a form buried in the soil (20).
그러나 통상의 채널블럭(10)은 양측벽(11)(12)이 동일한 두께로 형성됨으로써 토압이나 수압에 의해서 전단(剪斷)되거나 크랙(crack)이 발생되어 수명이 단축되는 문제점이 있다.However, the conventional channel block 10 has a problem in that both side walls 11 and 12 are formed to have the same thickness, so that shear or cracking occurs due to earth pressure or water pressure, which shortens the service life.
또한, 우천시에는 토양으로 침수되는 우수(雨水)에 의해서 측벽(11)(12)에 전단하중이 더욱 강하게 작용하므로 강도보강이 요구된다.In addition, during rainy weather, the shear load acts more strongly on the sidewalls 11 and 12 by rainwater submerged into the soil, and thus, strength reinforcement is required.
본 고안은 상기와 같은 문제점을 해결하기 위하여 창출된 것으로써, 다음과 같은 목적을 가진다.The present invention was created to solve the above problems, and has the following objectives.
첫째, 토압이나 수압에 의한 전단강도를 증대시켜 수명연장이 가능하도록 한 농수로용 채널블럭을 제공하는 데 있다.First, it is to provide a channel block for agricultural waterways to increase the shear strength by earth pressure or water pressure to enable life extension.
둘째, 우수(雨水)시에 수압에 의한 측벽에 작용하는 전단하중을 경감할 수 있도록 그 구조가 개량된 농수로용 채널블럭을 제공하는 데 있다. Second, it is to provide a channel block for agricultural waterways whose structure is improved so as to reduce the shear load acting on the side wall due to the hydraulic pressure during rain.
세째, 견인이 편리하도록 그 구조가 개량된 농수로용 채널블럭을 제공하는 데 있다.Third, it is to provide a channel block for agricultural water channel whose structure is improved to facilitate the towing.
상기 목적을 달성하는 본 고안은 바닥과 양 측벽으로 형성되고 상부가 개방되어 농업용수를 안내하는 농수로용 채널블럭에 있어서, The present invention to achieve the above object is formed in the bottom and both side walls, the top is open in the agricultural channel channel block for guiding agricultural water,
상기 양 측벽은 상단에서 하단으로 점차 두께가 증가되는 경사면이 형성된 것을 특징으로 한다.Both sidewalls are characterized in that the inclined surface is formed to gradually increase in thickness from the top to the bottom.
또한, 본 고안 농수로용 채널블럭은 상기 측벽 및 바닥은 토양에 매설되고, 상기 측벽에 토양에 침수된 유수를 농수로측으로 통과시키는 유입공이 형성되며, 상기 유입공에 토사의 유입을 방지하는 그물망이 마련된다.In addition, the channel block for the agricultural channel of the present invention is the side wall and the bottom is buried in the soil, the inflow hole for passing the flow of water immersed in the soil to the side of the agricultural water channel is formed on the side wall, there is provided a net to prevent the inflow of the soil in the inlet hole do.
또한, 상기 측벽에는 견인을 위한 견인공이 형성된다.In addition, a traction hole for traction is formed in the side wall.
또한, 상기 측벽 및 바닥의 양단부에 암/수플랜지가 형성되어서, 인접하는 채널블럭의 암/수플랜지가 상호 결합되도록 된 것을 특징으로 한다.In addition, the female / male flanges are formed at both ends of the side wall and the bottom, it characterized in that the female / male flanges of the adjacent channel block is coupled to each other.
상기 본 고안의 특징에 의하면, 본 고안 농수로용 채널블럭은 측벽의 하단 두께를 두껍게 형성함으로써 토압 또는 수압에 의한 전단하중에 안정할 수 있게 되어 전단 또는 크랙의 발생을 방지한다. According to the features of the present invention, the channel block for the agricultural channel of the present invention by forming a lower thickness of the side wall can be stable to the shear load by earth pressure or water pressure to prevent the occurrence of shear or cracks.
또한, 측벽에 토양으로부터의 유수를 유입시키는 유입공을 형성함으로써, 토압과 함께 작용하는 수압의 영향을 경감시킨다.In addition, by forming an inflow hole for introducing flow water from the soil in the side wall, the influence of the water pressure acting together with the earth pressure is reduced.
이하 첨부된 도면을 참조하면서 본 고안에 따른 바람직한 실시예를 상세히 설명한다.Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings.
본 고안 실시예의 농수로용 채널블럭은 토압과 수압에 의한 전단력에 안정하도록 강도가 보강된 구조를 가진다. 또한, 토양내에 침수되는 유수를 농수로측으로 유입시킴으로써 수압에 의한 영향을 경감시킨다.The channel block for the agricultural channel according to the present invention has a structure in which strength is reinforced to stabilize the shear force due to earth pressure and water pressure. In addition, the flow of the water submerged in the soil flows into the water channel side to reduce the influence of the water pressure.
이러한 본 고안 농수로용 채널블럭의 일 실시예를 나타낸 도 3 및 도 4를 참조하면, 이는 바닥(53)과 양 측벽(51)(52)으로 형성되고 상부가 개방되어 농업용수를 안내하는 농수로(59)를 형성하는 구조를 가지며, 상기 양 측벽(51)(52)은 상단에서 하단으로 점차 두께가 증가되는 경사면(51a)(52a)이 형성된 구조를 가진다.3 and 4 showing an embodiment of the channel block for the present devised agricultural channel, which is formed of a bottom 53 and both side walls 51, 52, the top of which is open to guide the agricultural water ( 59, and both sidewalls 51 and 52 have a structure in which the inclined surfaces 51a and 52a are gradually increased from the top to the bottom.
이와 같은 구조의 채널블럭(50)은 콘크리트로 형성되며, 보다 강도보강을 위해 도 5에 도시된 바와 같이 보강근(70)을 배근한 상태에서 콘크리트를 양생할 수 있다.The channel block 50 of such a structure is formed of concrete, and the concrete can be cured in a state in which the reinforcing bar 70 is arranged as shown in FIG. 5 for more strength reinforcement.
또한, 도 4에 도시된 바와 같이, 상기 측벽(51)(52) 및 바닥(53)이 토양(30)에 매설되도록 채널블럭(50)을 설치하는 경우, 토양에 침수된 유수를 농수로측으로 통과시키는 유입공(56)을 상기 측벽(51)(52)에 형성시킨다. 이 경우 수압의 영향을 경감시켜 측벽(51)(52)의 전단 또는 크랙등의 파손으로부터 안정화시킨다.In addition, as shown in FIG. 4, when the channel block 50 is installed such that the side walls 51 and 52 and the bottom 53 are embedded in the soil 30, the flowing water submerged in the soil passes to the farm channel. Inlet holes 56 are formed on the side walls 51 and 52. In this case, the influence of hydraulic pressure is reduced to stabilize from breakage such as shearing or cracking of the side walls 51 and 52.
또한, 상기 유입공(56)에는 토사가 농수로(59)측으로 유입되는 것을 방지하도록 그물망(60)을 결합하였다.In addition, the inlet hole 56 is coupled to the net 60 to prevent the soil from entering the farm waterway (59) side.
또한, 상기 측벽(51)(52)에는 견인을 위한 견인공(57)을 형성하여서, 채널블럭(50)의 이동시 견인작업이 편리하도록 하였다.In addition, the side walls 51 and 52 are formed with a traction hole 57 for traction, so that the traction operation is convenient when the channel block 50 moves.
또한, 채널블럭(50)의 양단에는 인접하는 채널블럭들이 도 6에 도시된 바와 같이 상호 연결조립될 수 있도록 암/수플랜지(54)(55)가 형성된다.In addition, male and female flanges 54 and 55 are formed at both ends of the channel block 50 so that adjacent channel blocks can be interconnected and assembled as shown in FIG. 6.
참조번호 58은 채널블럭(50)의 중량을 경감시키는 오목홈이다.Reference numeral 58 is a concave groove for reducing the weight of the channel block 50.
상기와 같은 본 고안 실시예의 채널블럭(50)은 견인공(57)을 통하여 견인되어서 매설하고자 하는 위치로 이동되고, 각 양단의 암/수플랜지(54)(55)를 상호 맞물림 연결하여 조립설치함으로써 농수로를 형성시키며, 측벽(51)(52)의 외측에 토사를 메꿈한다.The channel block 50 of the embodiment of the present invention as described above is towed through the traction hole 57 is moved to the position to be buried, and assembled by connecting the female / male flanges 54, 55 of each end to each other by interlocking connection As a result, a condensed water channel is formed, and the soil is filled to the outside of the side walls 51 and 52.
이와 같이 매설된 채널블럭(50)은 토압이 강하게 작용하는 측벽(51)(52)의 하단부 두께를 두껍게 형성함으로써 토압 또는 수압에 의한 전단하중에 안정할 수 있게 되어 전단 또는 크랙의 발생을 방지한다.The buried channel block 50 forms the thickness of the lower end portions of the side walls 51 and 52 where the earth pressure is strongly applied, thereby making it possible to stabilize the shear load by earth pressure or water pressure, thereby preventing the occurrence of shear or cracks. .
또한, 보강근(70)의 배근으로 경사면(51a)(52a)을 형성하는 측벽(51)(52)의 구조와 함께 토압 또는 수압에 의한 전단파손에 더욱 안정해진다.In addition, the structure of the side walls 51 and 52 which form the inclined surfaces 51a and 52a as the reinforcement of the reinforcing bar 70 becomes more stable to shear failure due to earth pressure or water pressure.
또한, 우천시 토양(30)에 침수되는 우수(雨水)는 유입공(56)을 통하여 농수로(59)로 유입되어 배출되며, 그물망(60)에 의해서 토사는 농수로(59)에 배출되지 아니한다. In addition, rain (rain water) immersed in the soil (30) during rainy weather is introduced into the agricultural waterway 59 through the inlet hole (56), and the soil is not discharged to the agricultural waterway (59) by the net (60).
상기와 같은 본 고안은 본원의 정신과 범위를 이탈함이 없이 상기 실시예에 한정되지 아니하고 많은 변형을 가하여 실시될 수 있다.The present invention as described above is not limited to the above embodiments without departing from the spirit and scope of the present application can be carried out by adding a number of modifications.
상술한 바와 같은 본 고안 농수로용 채널블럭은 다음과 같은 이점을 가진다.The channel block for the present invention agricultural channel as described above has the following advantages.
첫째, 측벽(51)(52)을 상단으로부터 하단으로 점차 두껍게 형성함으로써 토압 또는 수압에 의한 전단하중에 안정할 수 있게 하므로 전단 또는 크랙의 발생을 방지한다. First, the side walls 51 and 52 are gradually thickened from the upper end to the lower end, thereby making it possible to stabilize the shear load by earth pressure or hydraulic pressure, thereby preventing the occurrence of shear or cracks.
둘째, 채널블럭을 매설하는 경우, 측벽에 유입공(56)을 형성함으로써 토양으로부터의 유수를 농수로(59)측으로 배출시켜 수압의 영향을 경감시킨다.Second, in the case of embedding the channel block, by forming the inlet hole 56 in the side wall to discharge the running water from the soil to the agricultural waterway 59 to reduce the influence of the water pressure.
세째, 측벽에 견인공을 형성함으로써 크레인등에 의한 견인작업을 편리하게 한다.Third, by forming a traction hole in the side wall to facilitate the towing operation by a crane or the like.
도 1은 종래 농수로용 채널블럭을 나타낸 사시도,1 is a perspective view showing a channel block for a conventional agricultural channel;
도 2는 도 1의 설치상태 단면도,2 is a cross-sectional view of the installation state of FIG.
도 3은 본 고안 실시예의 농수로용 채널블럭의 사시도,3 is a perspective view of the channel block for the agriculture channel of the present invention,
도 4는 도 3의 설치상태 단면도,4 is a cross-sectional view of the installation state of FIG.
도 5는 본 고안 다른 실시예의 단면도,5 is a cross-sectional view of another embodiment of the present invention,
도 6은 본 고안 채널블럭들의 조립상태도이다.6 is an assembled state diagram of the channel blocks of the present invention.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
50...채널블럭 51,52...(채널블럭의)측벽50 ... channel block 51,52 ... side wall (of channel block)
53...(채널블럭의)바닥 54...(채널블럭의)암플랜지53 ... bottom of channel block 54 ... arm flange of channel block
55...(채널블럭의)수플랜지 56...유입공55 ... male flange (of channel block)
57...견인공 58...오목홈57 Towing 58
59...농수로 60...그물망70...보강근59 ... Rural waterway 60 ... Net 70 ...
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR20-2004-0030813U KR200377410Y1 (en) | 2004-11-01 | 2004-11-01 | A channel block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR20-2004-0030813U KR200377410Y1 (en) | 2004-11-01 | 2004-11-01 | A channel block |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR1020040087818A Division KR20040097977A (en) | 2004-11-01 | 2004-11-01 | A channel block |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| KR200377410Y1 true KR200377410Y1 (en) | 2005-03-11 |
Family
ID=43679146
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR20-2004-0030813U KR200377410Y1 (en) | 2004-11-01 | 2004-11-01 | A channel block |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR200377410Y1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101238872B1 (en) * | 2012-05-17 | 2013-03-04 | 최은희 | Drainage pipe for cultivation area and method for installing the same |
-
2004
- 2004-11-01 KR KR20-2004-0030813U patent/KR200377410Y1/en not_active IP Right Cessation
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101238872B1 (en) * | 2012-05-17 | 2013-03-04 | 최은희 | Drainage pipe for cultivation area and method for installing the same |
| WO2013172677A2 (en) * | 2012-05-17 | 2013-11-21 | 박준옥 | Drain pipe for farmland and method for constructing agricultural waterway using same |
| WO2013172677A3 (en) * | 2012-05-17 | 2014-01-23 | 박준옥 | Drain pipe for farmland and method for constructing agricultural waterway using same |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR100661916B1 (en) | Concrete culvert capable of reinforcement shear force and buckling thereof | |
| CN214143273U (en) | Vertical drainage device of highway bridge floor | |
| KR200377410Y1 (en) | A channel block | |
| KR20110086498A (en) | Girder assembly with approved bending resistibility | |
| KR20040097977A (en) | A channel block | |
| CN108978459A (en) | The bridge structure of included drainage system | |
| KR200383565Y1 (en) | Sewer Water Separation Panel for Sewer Culvert | |
| CN213390485U (en) | Integrated intercepting well | |
| CN212128843U (en) | Bridge expansion joint with water intercepting groove | |
| KR101574701B1 (en) | Rail type open channel for forest road and its constructing method | |
| KR20060072720A (en) | Drainage system for bridge | |
| KR102326135B1 (en) | Direction conversion socket of bench flume channel | |
| CN211621674U (en) | Mud water control system for mud water balance open caisson station in soft soil area | |
| CN210621916U (en) | Anti-shearing and anti-damaging structure between underground garage roof and high-rise building | |
| KR100564034B1 (en) | For watering ways concrete structure and its construction method | |
| CN210288632U (en) | Oval ditch prefabricated part | |
| CN218952198U (en) | Soil nailing wall supporting structure | |
| CN216474466U (en) | Long-life maintenance-free bridge beam end waterproof device | |
| KR200361766Y1 (en) | Polymer concrete structure for a flume | |
| CN214574440U (en) | Building concave drainage structure | |
| CN210002186U (en) | Road bed structure of kinds of highway road bridge transition sections | |
| CN217839575U (en) | Road flat kerb and kerb splicing structure | |
| CN211057986U (en) | Corrugated steel assembled plate contour line water storage dam | |
| CN212272300U (en) | Water collecting and draining structure of mine method tunnel | |
| KR200391844Y1 (en) | Structure for culvert |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| U107 | Dual application of utility model | ||
| REGI | Registration of establishment | ||
| FPAY | Annual fee payment |
Payment date: 20130107 Year of fee payment: 9 |
|
| FPAY | Annual fee payment |
Payment date: 20140204 Year of fee payment: 10 |
|
| EXPY | Expiration of term |