KR101129572B1 - Construction method of open bottom type nature friendly agricultural channel - Google Patents

Construction method of open bottom type nature friendly agricultural channel Download PDF

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KR101129572B1
KR101129572B1 KR1020110089443A KR20110089443A KR101129572B1 KR 101129572 B1 KR101129572 B1 KR 101129572B1 KR 1020110089443 A KR1020110089443 A KR 1020110089443A KR 20110089443 A KR20110089443 A KR 20110089443A KR 101129572 B1 KR101129572 B1 KR 101129572B1
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formwork
foundation
wall
waterway
concrete
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Korean (ko)
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강현석
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유한회사 태일토건
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B13/00Irrigation ditches, i.e. gravity flow, open channel water distribution systems

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  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
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  • Structural Engineering (AREA)
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Abstract

PURPOSE: A construction method for an open-bottom type environmentally-friendly agricultural canal is proviced to enable water plants and water animals to grow and live in an agricultural canal. CONSTITUTION: A construction method for an open-bottom type environmentally-friendly agricultural canal is as follows. The ground is excavated where an agricultural canal is to be installed, and the bottom surface of the excavated part is flattened(S11). Foundation outline forms(21) are installed in both ends of the bottom surface of the excavated part. Foundation inner forms(22) and a transverse form(23) are installed between the foundation outline forms(S21). Foundation units(11) and a transverse beam(12) are formed by placing concrete between the outer surfaces of the foundation inner forms and the transverse form and the inner surfaces of the foundation outline forms and curing the concrete(S22). After curing, the foundation outline forms, the foundation inner forms, and the transverse form are removed(S23). A pair of wall forms(24) are formed on the top surface of each foundation unit(S31). Canal walls(14) are formed by placing concrete in the wall forms and curing the concrete. After curing, the wall forms are removed(S33). The rear surfaces of the canal walls are filled with earth(S41).

Description

저면 개방형 친환경 농수로의 시공방법{CONSTRUCTION METHOD OF OPEN BOTTOM TYPE NATURE FRIENDLY AGRICULTURAL CHANNEL}Construction method of open bottom eco-friendly agricultural water channel {CONSTRUCTION METHOD OF OPEN BOTTOM TYPE NATURE FRIENDLY AGRICULTURAL CHANNEL}

본 발명은 콘크리트제 구형(矩形) 또는 제형(梯形) 농수로의 현장타설 시공방법에 관한 것으로, 농수로 설치 계획지점의 터파기 후, 기초내측거푸집(22)과 횡단거푸집(23)을 폐합 구축하거나, 콘크리트제 함체(30)를 설치하여, 완성된 농수로의 저면에 개방부(13)를 형성함으로써 농수로 하부 지반이 외부로 노출될 수 있도록 한 것이다.
The present invention relates to a construction method for on-site casting of a concrete spherical or formulated agricultural water channel, and after the excavation of the agricultural waterway installation plan point, the foundation inner form 22 and the cross-section formwork 23 are closed or constructed. By installing the concrete housing 30, by forming the open portion 13 on the bottom of the finished agricultural waterway to be exposed to the ground below the agricultural waterway.

저수지, 취수보, 집수정, 관정 등의 수원시설로부터 경작지에 농업용수를 공급하는 농수로는 해당 수원시설의 몽리구역(蒙利區域)내 경작지를 조밀하게 연결하는 수로망 형태로 구축되며, 광범위한 지역에 산재한 다수의 유출(outlet) 지점을 가지는 것이 특징이다.Agricultural waterways, which supply agricultural water from agricultural sources such as reservoirs, intake basins, collection wells, and wells to arable land, are constructed in the form of a waterway network that densely connects arable land in the Mong-ri area of the source. It is characterized by having multiple outlet points interspersed.

특히, 수전작(水田作) 경작지가 대부분인 우리나라 농업기반의 특성상, 농수로는 단순히 수원시설과 경작지간 농업용수 이송로 역할만을 수행하는 것이 아니라, 단위 경작지간의 연결수로, 다양한 수생 동식물의 서식처 및 생태통로 역할 또한 수행하고 있으며, 최근 관심이 높아지고 있는 수전작 경작지의 환경 생태학적 습지 기능 관점에서는 단위 습지 즉, 경작지간 연결을 통하여, 경작지에 습지 기능을 부여하는 핵심적인 역할을 수행하고 있다.
In particular, due to the nature of Korea's agricultural infrastructure, which has mostly cultivated agricultural fields, agricultural waterways do not merely serve as agricultural water transport paths between the water supply facilities and arable lands, but are connected to unit farmland, and the habitats and ecology of various aquatic flora and fauna. It also plays a role as a pathway, and from the viewpoint of environmental and ecological wetland function of hydroponic arable land, which is recently gaining attention, it plays a key role of providing wetland function to arable land through unit wetlands, that is, between arable lands.

역사적으로 답농(畓農) 기술이 발달한 우리나라에서는 수리답(水利畓)은 물론 천수답(天水畓)에도 다양한 형태의 농수로를 설치하여 운용하였는데, 이들 대부분은 토벽수로(土壁水路) 또는 석축수로(石築水路)로서 수로의 기능은 물론 각종 수생 동식물의 서식처로서도 충분한 기능을 수행하였다.Historically, in Korea, where daphne farming technology was developed, various types of farm waterways were installed and operated in Susadab as well as Cheonsu Dap. Most of them were soil wall or stonework. It served as a waterway as well as a habitat for various aquatic plants and animals.

그러나 관개시설 확충 및 경지정리 등 농업시설 현대화 과정에서 콘크리트 농수로가 보급되었으며, 토벽수로 및 석축수로가 대부분 콘크리트 수로로 대체된 실정이다.However, in the process of modernizing agricultural facilities such as expanding irrigation facilities and arranging farmland, concrete farm water channels have been spread, and soil wall and stone channel have mostly been replaced with concrete water channels.

이러한 콘크리트 농수로는 시공, 구조 및 유지관리 측면에서는 우수하나, 수생식물의 활착이 불가능할 뿐 아니라 수생동물의 산란 및 부화에 적합한 환경을 제공할 수 없으므로, 농경지 기반 생태환경을 파괴하는 원인으로 작용하였다.
These concrete farms are excellent in terms of construction, structure, and maintenance, but they are not only capable of aquatic plant life, but also cannot provide a suitable environment for spawning and hatching of aquatic animals, thus causing the destruction of farmland-based ecological environments.

본 발명은 전술한 문제점을 감안하여 창안한 것으로, 현장타설 방식으로 콘크리트 농수로를 시공하되, 완성된 농수로의 수로 저면에 개방부(13)를 형성하고, 양측 수로벽(14) 하단부를 연결하는 횡단빔(12)을 형성함으로써, 농수로 저면 지반이 외부로 노출되면서도 농수로 자체의 구조적 안정성을 최대한 확보함은 물론 농수로 수로벽(14) 배면에 작용하는 토압에도 효과적으로 대처할 수 있도록 함을 목적으로 하는 것이다.The present invention was devised in view of the above-described problems, while constructing a concrete agricultural channel in a field casting method, forming an open portion 13 at the bottom of the channel of the finished agricultural channel, and crossing the lower portions of the two channel walls 14. By forming the beam 12, while the bottom surface of the agricultural waterway is exposed to the outside to ensure the structural stability of the waterway itself as much as possible, and also to effectively cope with the earth pressure acting on the back of the waterway wall 14.

즉, 이러한 목적을 달성하기 위한 본 발명은 수로 저면이 개방되어 지반이 외부로 노출되는 콘크리트제 농수로의 현장타설 시공방법에 있어서, 농수로의 설치 계획 지점을 굴착하고 굴착부 저면을 평활하게 정리하는 터파기단계(S11)와, 굴착부 저면 양 측단부에 각각 기초외곽거푸집(21)을 설치하고, 양측 기초외곽거푸집(21) 사이에 기초내측거푸집(22) 및 횡단거푸집(23)을 설치하되, 기초내측거푸집(22) 및 횡단거푸집(23)은 평면상 장방형을 이루도록 폐합 설치되는 기초거푸집구축단계(S21)와, 상기 기초내측거푸집(22) 및 횡단거푸집(23)의 외부면과 기초외곽거푸집(21)의 내부면 사이에 콘크리트를 타설하고 양생하여 기초부(11) 및 횡단빔(12)을 성형하는 기초부성형단계(S22)와, 기초부(11) 및 횡단빔(12)의 양생이 완료되면 기초외곽거푸집(21), 기초내측거푸집(22) 및 횡단거푸집(23)을 제거하는 기초부탈형단계(S23)와, 양측 기초부(11)의 상부면에 각각 한쌍의 벽체거푸집(24)을 기립 구축하는 벽체거푸집구축단계(S31)와, 벽체거푸집(24)에 콘크리트를 타설하고 양생하여 수로벽(14)을 성형하는 수로벽성형단계(S32)와, 수로벽(14)의 양생이 완료되면 벽체거푸집(24)을 제거하는 수로벽탈형단계(S33)와, 양측 수로벽(14) 배면에 토사를 투입하여 충전하는 되메우기단계(S41)로 이루어짐을 특징으로 하는 저면 개방형 친환경 농수로의 시공방법이다.That is, the present invention for achieving the above object in the construction method of the construction site of the concrete agricultural waterway in which the bottom of the channel is opened to expose the ground to the outside, excavation of the planned installation point of the waterway and smoothly arrange the bottom of the excavation part Digging step (S11), and the foundation outer formwork 21 is installed on each side end of the bottom of the excavation portion, respectively, between the inner foundation formwork 22 and the cross-section formwork 23 is installed between the two sides, Foundation formwork 22 and the cross-section formwork 23 is formed in the form of a basic form close to form a rectangular rectangle, and the outer surface and foundation outer formwork of the foundation formwork 22 and cross-section formwork 23 The foundation part forming step (S22) of casting and curing concrete between the inner surfaces of the 21 to form the foundation part 11 and the cross beam 12, and the curing of the foundation part 11 and the cross beam 12. Upon completion of the foundation outer formwork (21), foundation inner formwork (22) and the foundation mold removing step (S23) to remove the cross-section formwork 23, and wall formwork building step (S31) standing up to build a pair of wall formwork 24 respectively on the upper surface of the both sides of the base portion (11) And, waterway wall forming step (S32) to form the waterway wall 14 by placing and curing concrete in the wall formwork 24, and the waterway to remove the wall formwork 24 when the curing of the waterway wall 14 is completed. The construction method of the bottom open-type eco-friendly agricultural waterway, characterized in that the wall demolition step (S33), and the backfilling step (S41) for filling by filling the soil on the back surface of the both sides of the waterway wall (14).

또한, 수로 저면이 개방되어 지반이 외부로 노출되는 콘크리트제 농수로의 현장타설 시공방법에 있어서, 농수로의 설치 계획 지점을 굴착하고 굴착부 저면을 평활하게 정리하는 터파기단계(S11)와, 굴착부 저면 양 측단부에 각각 기초외곽거푸집(21)을 설치하고, 양측 기초외곽거푸집(21) 사이에 중앙부가 개방된 장방형의 콘크리트 함체(30)를 설치하는 함체설치단계(S25)와, 상기 함체(30)의 외부면과 기초외곽거푸집(21)의 내부면 사이에 콘크리트를 타설하고 양생하여 기초부(11) 및 횡단빔(12)을 성형하는 하부성형단계(S26)와, 기초부(11) 및 횡단빔(12)의 양생이 완료되면 함체(30)는 존치한 상태에서 기초외곽거푸집(21)을 제거하는 하부탈형단계(S27)와, 양측 기초부(11)의 상부면에 각각 한쌍의 벽체거푸집(24)을 기립 구축하는 벽체거푸집구축단계(S31)와, 벽체거푸집(24)에 콘크리트를 타설하고 양생하여 수로벽(14)을 성형하는 수로벽성형단계(S32)와, 수로벽(14)의 양생이 완료되면 벽체거푸집(24)을 제거하는 수로벽탈형단계(S33)와, 양측 수로벽(14) 배면에 토사를 투입하여 충전하는 되메우기단계(S41)로 이루어짐을 특징으로 하는 저면 개방형 친환경 농수로의 시공방법이다.
In addition, in the site casting construction method of the concrete agricultural water channel in which the channel bottom is opened and the ground is exposed to the outside, the excavation step (S11) for excavating the installation plan point of the agricultural channel and smoothly arranging the bottom of the excavation part, and the excavation part Base installation form (21), respectively, installed on the bottom side side end portions, and the installation unit (S25) and a rectangular concrete housing 30 of the central portion is opened between the two sides of the base formwork, and the enclosure ( A lower molding step (S26) of forming the foundation 11 and the cross beam 12 by placing and curing concrete between the outer surface of the outer mold 30 and the inner surface of the foundation outer mold 21; And when curing of the cross beam 12 is completed, the housing 30 is a lower demoulding step (S27) for removing the foundation outer formwork 21 in a state of being present, and a pair of the upper surface of the both sides of the base portion 11, respectively Wall formwork building step (S31) to erect the wall formwork 24, and the wall A waterway wall forming step (S32) of forming the waterway wall 14 by pouring concrete into the mold 24 and curing it, and a waterway wall deforming step of removing the wall formwork 24 when curing of the waterway wall 14 is completed. (S33), and the construction method of the bottom open-type eco-friendly agricultural waterway, characterized in that it consists of a backfilling step (S41) for charging by putting the soil on the back surface of the two waterway walls (14).

본 발명을 통하여 농수로는 물론 관련 경작지의 동식물 서식환경을 개선하고, 생태계를 복원하는 효과를 얻을 수 있으며, 농수로에 다양한 수생식물의 활착 및 수생동물의 서식을 유도함으로써, 주변 경관을 개선하고 친수환경을 조성하는 효과를 얻을 수 있다.Through the present invention, it is possible to obtain the effect of improving the flora and fauna habitat of the farmland as well as the associated arable land, and to restore the ecosystem, and by inducing the aquatic life of aquatic plants and the aquatic animals in the aqueduct, improve the surrounding landscape and hydrophilic environment It is possible to obtain the effect of forming a.

또한, 양측 수로벽(14) 하단부를 연결 지지하는 횡단빔(12)을 구성함으로써 수로 저면의 개방부(13) 형성으로 인한 농수로의 구조적 취약성을 극복하고, 수로벽(14) 배면 토압에도 효과적으로 대처할 수 있다.In addition, by constructing a cross beam 12 connecting and supporting the lower ends of the two channel walls 14, it is possible to overcome the structural weakness of the farm channel due to the formation of the opening 13 on the bottom of the channel, and to effectively cope with the earth pressure on the rear surface of the channel wall 14. Can be.

그 뿐 아니라, 현장타설 콘크리트 농수로 저면에 개방부(13)를 형성함에 있어서 기 성형된 콘크리트제 함체(30)를 거푸집 대체물로 적용하고 이 함체(30)를 농수로 성형 완료후에도 존치함으로써, 시공편의성을 확보하고 공기를 단축하는 효과도 얻을 수 있다.
In addition, in forming the opening 13 on the bottom of the cast-in-place concrete agricultural waterway, the preformed concrete housing 30 is used as a formwork substitute, and the housing 30 is retained even after the waterway molding is completed. The effect of securing and shortening air can also be obtained.

도 1은 본 발명의 단계별 시공과정 설명도
도 2는 본 발명의 기초부 및 횡단빔 성형용 거푸집 조립상태 평면 및 횡단면도
도 3은 본 발명의 기초부 및 횡단빔 성형용 거푸집 조립상태 사시도
도 4는 본 발명을 통하여 시공된 농수로 부분절단 사시도
도 5는 본 발명을 통하여 시공된 농수로의 완공직후 및 사용상태 종단면도
도 6은 콘크리트 함체가 적용된 본 발명의 일 실시예 거푸집 조립상태 사시도
도 7은 콘크리트 함체가 적용된 본 발명의 일 실시예 단계별 시공과정 설명도
도 8은 도 6 실시예를 통하여 시공된 농수로의 횡단면도
1 is a diagram illustrating the construction process step by step of the present invention
Figure 2 is a planar and cross-sectional view of the formwork assembly form for forming the base and cross beam of the present invention
Figure 3 is a perspective view of the base assembly and the formwork for forming the cross beam of the present invention
Figure 4 is a perspective view of a part of the agricultural waterway constructed through the present invention
Figure 5 is a longitudinal cross-sectional view immediately after completion and use state of the agricultural waterway constructed through the present invention
Figure 6 is an embodiment of the formwork assembled state of the present invention the concrete housing is applied
Figure 7 is a diagram illustrating the construction process step by step one embodiment of the present invention the concrete housing is applied
Figure 8 is a cross-sectional view of the agricultural waterway constructed through the Figure 6 embodiment

본 발명의 상세한 구성을 첨부된 도면을 통하여 설명하면 다음과 같다.DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A detailed configuration of the present invention will be described with reference to the accompanying drawings.

우선 도 1은 본 발명의 단계별 시공과정을 도시한 것으로, 도시된 바와 같이 본 발명은 농수로의 설치 계획 지점을 굴착하는 터파기단계(S11)로 개시된다.First, Figure 1 illustrates a step-by-step construction process of the present invention, as shown in the present invention is disclosed in the excavation step (S11) for excavating the installation planning point of the farm.

농수로의 콘크리트 현장타설을 통한 시공시 터파기는 단위 작업 구간내 농수로 연장에 대하여 수행되며, 도시된 실시예에서와 같이 제형(梯形) 굴착단면을 가지는 트랜치컷(trench cut) 등의 전형적인 개착방식을 적용하거나, 도로, 건물, 지장물 또는 지하시설물 등으로 인하여 굴착면 확대가 어렵거나 연약지반 등 굴착 사면확보가 어려운 지역에서는 도류벽을 구축할 수도 있다.Digging during construction through concrete casting of agricultural waterway is carried out for the extension of the waterway in the unit work section, and as shown in the illustrated embodiment, a typical cut-off method such as a trench cut having a formulation excavation section is applied. Alternatively, the ditches may be constructed in areas where it is difficult to expand the excavation surface due to roads, buildings, obstacles or underground facilities, or difficult to secure excavation slopes such as soft ground.

굴착부의 저면은 거푸집 구축 등 후속 공정의 안정적인 수행 및 완성된 수로구조물의 기초 안정성을 확보하기 위하여 평활하게 정리되고 다짐을 실시하는 등의 추가 처리를 실시할 수도 있다.The bottom of the excavation portion may be further processed such as smoothly arranged and compacted to ensure stable performance of subsequent processes such as formwork and to ensure the basic stability of the finished waterway structure.

터파기단계(S11)가 완료되면, 도 2 및 도 3에서와 같이, 굴착부 저면 양 측단부에 각각 기초외곽거푸집(21)을 설치하고, 양측 기초외곽거푸집(21) 사이에 기초내측거푸집(22) 및 횡단거푸집(23)을 설치하되, 기초내측거푸집(22) 및 횡단거푸집(23)은 평면상 장방형을 이루도록 폐합 설치하는 기초거푸집구축단계(S21)가 수행된다.When the excavation step (S11) is completed, as shown in Figures 2 and 3, the foundation outer formwork 21 is installed on each side end of the bottom of the excavation portion, respectively, and the foundation inner formwork (between the two sides of the outer formwork 21) 22) and the transverse formwork 23 is installed, but the foundation formwork 22 and the transverse formwork 23 are formed in the foundation form step (S21) of closing the installation to form a rectangular plane.

기초내측거푸집(22)과 횡단거푸집(23)은 도 4에서와 같이 농수로 저면의 개방부(13)를 형성하기 위한 것으로, 도 2 및 도 3에 도시된 바와 같이 배치되는 기초내측거푸집(22) 및 기초외곽거푸집(21) 사이에 타설되는 콘크리트는 도 4에 도시된 농수로의 기초부(11)를 형성하게 되고, 횡단거푸집(23)과 인접한 횡단거푸집(23) 사이에 타설되는 콘크리트는 농수로의 횡단빔(12)을 형성하게 된다.The inner formwork 22 and the transverse formwork 23 are for forming the opening 13 of the bottom of the agricultural water channel as shown in FIG. 4, and the inner formwork 22 disposed as shown in FIGS. 2 and 3. And the concrete poured between the base outer formwork 21 forms the base portion 11 of the farm channel as shown in FIG. 4, and the concrete poured between the cross formwork 23 and the adjacent cross formwork 23 is formed in the farm channel. The cross beam 12 is formed.

이렇듯, 기초거푸집구축단계(S21)가 완료되면, 상기 기초내측거푸집(22) 및 횡단거푸집(23)의 외부면과 기초외곽거푸집(21)의 내부면 사이에 콘크리트를 타설하고 양생하여 기초부(11) 및 횡단빔(12)을 성형하는 기초부성형단계(S22)가 수행되는데, 기초부(11)를 형성하는 콘크리트와 횡단빔(12)을 형성하는 콘크리트가 동시에 타설될 뿐 아니라 거푸집 사이의 공간이 모두 연통되는 바, 도 4에서와 같이 기초부(11) 및 횡단빔(12)이 콜트조인트(cold joint) 없는 완전 일체형 구조를 가지게 되며, 따라서 완성된 농수로의 구조적 안정성을 최대한 확보함은 물론 양측 수로벽(14) 배면에 작용하는 토압에도 효과적으로 대처할 수 있다.As such, when the basic formwork forming step (S21) is completed, the concrete is poured between the outer surfaces of the inner formwork 22 and the transverse formwork 23 and the inner surface of the foundation formwork 21 and cured to form the foundation portion ( 11) and the foundation portion forming step S22 for forming the cross beam 12 is performed, in which the concrete forming the foundation portion 11 and the concrete forming the cross beam 12 are not only simultaneously cast but also between the formwork. As the spaces are all communicated, as shown in FIG. 4, the base 11 and the transverse beam 12 have a completely integrated structure without a cold joint, thus ensuring maximum structural stability of the finished farm. Of course, it is also possible to effectively cope with the earth pressure acting on the back surface of the two channel walls 14.

즉, 저면이 개방되어 하부 지반이 노출되는 본 발명 적용 농수로의 취약점을 기초부(11)와 일체 성형되는 횡단빔(12)을 통하여 극복할 수 있는 것이다.That is, the weakness of the agricultural waterway to which the present invention is applied to which the bottom surface is opened and the lower ground is exposed can be overcome through the transverse beam 12 integrally formed with the base portion 11.

기초부(11) 및 횡단빔(12)의 양생이 완료되면 기초외곽거푸집(21), 기초내측거푸집(22) 및 횡단거푸집(23)을 제거하는 기초부탈형단계(S23)가 수행되고, 이후 양측 기초부(11)의 상부면에 각각 한쌍의 벽체거푸집(24)을 기립 구축하는 벽체거푸집구축단계(S31)가 수행된다.When curing of the base portion 11 and the cross beam 12 is completed, the foundation demolition step (S23) of removing the foundation outer formwork 21, the foundation inner formwork 22 and the cross-section formwork 23 is performed thereafter. Wall formwork building step (S31) for standing and building a pair of wall formwork 24, respectively, on the upper surface of the both sides of the base portion 11 is performed.

벽체거푸집(24)은 기립형 거푸집으로서 양측 수로벽(14) 성형용 벽체거푸집(24)을 연결 지지하는 브레이싱 등 다양한 형태의 지보공(支保工)이 적용될 수 있으나, 이는 당업자가 현장여건을 고려하여 선택 및 변형할 수 있는 사항이므로 청구범위의 구체적인 한정은 하지 않는다.Wall formwork 24 is a standing formwork can be applied to various forms of support, such as bracing to support the wall formwork 24 for forming the two sides of the waterway wall 14, but the skilled person in consideration of the site conditions Since the matter can be selected and modified, no specific limitations of the claims are made.

벽체거푸집구축단계(S31)가 완료되면, 벽체거푸집(24)에 콘크리트를 타설하고 양생하여 수로벽(14)을 성형하는 수로벽성형단계(S32)가 수행되고, 수로벽(14)의 양생이 완료되면 벽체거푸집(24)을 제거하는 수로벽탈형단계(S33)와, 양측 수로벽(14) 배면에 토사를 투입하여 충전하는 되메우기단계(S41)가 수행되어, 본 발명이 적용된 농수로가 완성된다.When the wall formwork building step (S31) is completed, the waterway wall forming step (S32) of forming the waterway wall 14 by pouring concrete and curing the wall formwork 24 is performed, and curing of the waterway wall 14 is performed. When completed, the waterway wall demolition step (S33) to remove the wall formwork 24, and the backfilling step (S41) for filling by filling the soil on the back surface of the both sides of the waterway wall 14 is performed, the agricultural waterway to which the present invention is applied is completed. .

전술한 과정을 통하여 시공된 농수로는 도 5에서와 같이, 수로 저면이 대부분 개방되어 하부 지반이 그대로 노출됨으로써, 자연수로와 유사한 환경을 제공하며, 특히 도 5의 하부 도면에서와 같이, 농수로의 사용과정에서 발생되는 퇴사현상에 의하여 개방부(13)가 양질의 토사로 충전됨으로써 수생식물의 활착을 촉진하고 수생동물의 산란 및 서식에 유리한 여건을 조성하게 된다.The agricultural water channel constructed through the above-described process, as shown in Figure 5, the bottom surface of the channel is mostly open to expose the lower ground as it is, to provide an environment similar to the natural channel, in particular, as shown in the lower view of Figure 5, the use of the agricultural water channel The opening part 13 is filled with high quality earth and sand due to the sedimentation generated in the process, thereby promoting the adhesion of aquatic plants and creating favorable conditions for spawning and habitat of aquatic animals.

또한, 퇴사현상에 의하여 개방부(13)가 토사로 충전되고 활착된 식물의 뿌리가 충전된 토사에 침투 결속됨에 따라, 농수로의 활동(sliding)을 방지하여 농수로가 지반에 일층 견고하게 고정될 수 있다.In addition, as the opening part 13 is filled with soil by the retirement phenomenon, and the roots of the rooted plant are infiltrated and bound to the soil filled with water, the channel can be secured to the ground by preventing the sliding of the farm. have.

한편, 도 6 내지 도 8은 농수로 저면의 개방부(13)를 형성함에 있어서 전술한 기초내측거푸집(22) 및 횡단거푸집(23)을 사용하지 않고, 기 성형된 콘크리트제 장방형 함체(30)를 사용한 실시예로서, 이때 함체(30)는 기초부(11) 및 횡단빔(12)의 양생 완료후 제거하지 않고 존치함으로써 시공성을 극대화하고 공기를 단축하게 된다.On the other hand, Figures 6 to 8 does not use the above-described internal inner formwork 22 and the cross-section formwork 23 in forming the open portion 13 of the bottom of the agricultural water, the preformed concrete rectangular box 30 As an embodiment used, the housing 30 is present after the curing of the base 11 and the transverse beam 12 is removed without maximizing workability and shorten the air.

즉, 도 6에서와 같이, 평면상 장방형의 폐합체로서 내부에 개방부(13)가 형성되는 함체(30)를 터파기 후 굴착부 저면에 거푸집 대신 설치하고, 도 7에서와 같은 과정을 거쳐 농수로를 시공하는 것으로, 구체적인 시공과정은 다음과 같다.That is, as shown in Figure 6, after the housing 30 is formed in the planar rectangular concave, the opening portion 13 is formed in the interior instead of the formwork on the bottom of the excavation portion, through the process as shown in FIG. The construction of the agricultural channel, the specific construction process is as follows.

도 7에서와 같이, 터파기단계(S11)가 완료되면, 굴착부 저면 양 측단부에 각각 기초외곽거푸집(21)을 설치하고, 양측 기초외곽거푸집(21) 사이에 중앙부가 개방된 장방형의 콘크리트 함체(30)를 설치하는 함체설치단계(S25)가 수행된다.As shown in Figure 7, when the trench step (S11) is completed, the foundation outer molds 21 are respectively installed on both side ends of the bottom of the excavation portion, the center of the rectangular concrete between the two outer foundation dies 21 is opened The enclosure installation step (S25) for installing the enclosure 30 is performed.

이때, 함체(30)는 농수로의 재료인 콘크리트와 동일한 재료를 사용함으로써 농수로의 완성후 전체 구조물이 일체화될 수 있도록 한다.At this time, the housing 30 is to use the same material as the concrete of the agricultural waterway so that the entire structure after the completion of the waterway can be integrated.

함체설치단계(S25)가 완료되면 함체(30)의 외부면과 기초외곽거푸집(21)의 내부면 사이에 콘크리트를 타설하고 양생하여 기초부(11) 및 횡단빔(12)을 성형하는 하부성형단계(S26)가 수행되며, 기초부(11) 및 횡단빔(12)의 양생이 완료되면 함체(30)는 존치한 상태에서 기초외곽거푸집(21)을 제거하는 하부탈형단계(S27)가 수행된다.When the housing installation step (S25) is completed, the bottom molding to cast and cure concrete between the outer surface of the housing 30 and the inner surface of the foundation outer formwork 21 to form the base portion 11 and the cross beam 12 Step S26 is performed, and when curing of the base portion 11 and the cross beam 12 is completed, the lower mold release step S27 for removing the base outer formwork 21 in the state where the housing 30 remains is performed. do.

즉, 농수로 저면의 개방부(13)를 형성함에 있어서 존치식 함체(30)를 적용함으로써 상대적으로 해체가 곤란한 폐합된 공간에서의 거푸집 해체작업을 배제하여 시공 편의성을 제고하고 공기를 단축할 수 있도록 한 것이다.That is, by forming the open portion 13 of the bottom of the agricultural waterway, the application of the detent type housing 30 may improve the construction convenience and shorten the air by eliminating the form dismantling work in the closed space, which is relatively difficult to dismantle. It is.

하부탈형단계(S27)가 완료되면, 전술한 벽체거푸집구축단계(S31) 내지 되메우기단계(S41)가 수행되어 농수로가 완성된다.When the lower demolding step (S27) is completed, the above-described wall formwork building step (S31) to backfilling step (S41) is carried out to complete the farm.

이러한 과정을 통하여 시공된 농수로의 횡단면은 도 8과 같으며, 동 도면을 통하여 알 수 있는 바와 같이, 함체(30)가 농수로 구조체와 일체로 존치됨을 알 수 있으며, 특히 함체(30)를 프리캐스트 콘크리트로 기성 제작할 경우, 가압성형, 가열성형 또는 프리스트레스트 콘크리트 등을 함체(30)에 적용함으로써 함체(30) 자체의 강성을 극대화할 수 있으며, 이로써 전체 농수로의 구조적 안정성 또한 향상시킬 수 있다.
The cross section of the agricultural waterway constructed through this process is as shown in FIG. 8, and as can be seen from the figure, it can be seen that the housing 30 is integrally present with the agricultural waterway structure, and in particular, the housing 30 is precast. When ready-made with concrete, it is possible to maximize the rigidity of the enclosure 30 itself by applying pressure molding, heating molding or prestressed concrete to the enclosure 30, thereby improving the structural stability of the entire farm.

11 : 기초부
12 : 횡단빔
13 : 개방부
14 : 수로벽
21 : 기초외곽거푸집
22 : 기초내측거푸집
23 : 횡단거푸집
24 : 벽체거푸집
30 : 함체
S11 : 터파기단계
S21 : 기초거푸집구축단계
S22 : 기초부성형단계
S23 : 기초부탈형단계
S25 : 함체설치단계
S26 : 하부성형단계
S27 : 하부탈형단계
S31 : 벽체거푸집구축단계
S32 : 수로벽성형단계
S33 : 수로벽탈형단계
S41 : 되메우기단계
11: Foundation
12: cross beam
13 opening part
14: waterway wall
21: foundation outside formwork
22: inside formwork of foundation
23: transverse formwork
24: wall formwork
30: enclosure
S11: trench step
S21: Foundation formwork stage
S22: Basic Forming Step
S23: Foundation demolition step
S25: enclosure installation stage
S26: lower molding stage
S27: lower demolding step
S31: wall formwork construction stage
S32: waterway wall forming step
S33: waterway wall removing step
S41: Backfill Step

Claims (2)

수로 저면이 개방되어 지반이 외부로 노출되는 콘크리트제 농수로의 현장타설 시공방법에 있어서,
농수로의 설치 계획 지점을 굴착하고 굴착부 저면을 평활하게 정리하는 터파기단계(S11)와;
굴착부 저면 양 측단부에 각각 기초외곽거푸집(21)을 설치하고, 양측 기초외곽거푸집(21) 사이에 기초내측거푸집(22) 및 횡단거푸집(23)을 설치하되, 기초내측거푸집(22) 및 횡단거푸집(23)은 평면상 장방형을 이루도록 폐합 설치되는 기초거푸집구축단계(S21)와;
상기 기초내측거푸집(22) 및 횡단거푸집(23)의 외부면과 기초외곽거푸집(21)의 내부면 사이에 콘크리트를 타설하고 양생하여 기초부(11) 및 횡단빔(12)을 성형하는 기초부성형단계(S22)와;
기초부(11) 및 횡단빔(12)의 양생이 완료되면 기초외곽거푸집(21), 기초내측거푸집(22) 및 횡단거푸집(23)을 제거하는 기초부탈형단계(S23)와;
양측 기초부(11)의 상부면에 각각 한쌍의 벽체거푸집(24)을 기립 구축하는 벽체거푸집구축단계(S31)와;
벽체거푸집(24)에 콘크리트를 타설하고 양생하여 수로벽(14)을 성형하는 수로벽성형단계(S32)와;
수로벽(14)의 양생이 완료되면 벽체거푸집(24)을 제거하는 수로벽탈형단계(S33)와;
양측 수로벽(14) 배면에 토사를 투입하여 충전하는 되메우기단계(S41)로 이루어짐을 특징으로 하는 저면 개방형 친환경 농수로의 시공방법.
In the field casting construction method of the concrete agricultural water channel in which the bottom of the channel is opened and the ground is exposed to the outside,
Excavation step (S11) to excavate the planned installation point of the agricultural waterway and smoothly clean the bottom of the excavation portion;
The foundation outer formwork 21 is installed at both side end portions of the bottom of the excavation part, and the foundation inner formwork 22 and the cross-section formwork 23 are installed between the both foundational formwork 21, and the foundation inner formwork 22 and Cross formwork 23 is a basic formwork building step (S21) is installed closed to form a rectangular in plane;
A foundation part which casts and cures concrete between the outer surface of the inner formwork 22 and the inner formwork 23 and the inner surface of the foundation formwork 21 to form the foundation part 11 and the cross beam 12. Forming step (S22);
A foundation stripping step (S23) of removing the foundation outer formwork 21, the foundation inner formwork 22, and the transverse formwork 23 after curing of the foundation part 11 and the transverse beam 12 is completed;
A wall formwork building step (S31) for standing and building a pair of wall formworks 24 respectively on the upper surfaces of both side foundation portions 11;
A waterway wall forming step (S32) of pouring concrete into the wall formwork (24) and curing to form the waterway wall (14);
A waterway wall removing step (S33) of removing the wall formwork 24 when curing of the waterway wall 14 is completed;
Construction method of the bottom open-type eco-friendly agricultural waterway, characterized in that it consists of a backfill step (S41) for charging by putting the soil to the back of the waterway wall 14 on both sides.
수로 저면이 개방되어 지반이 외부로 노출되는 콘크리트제 농수로의 현장타설 시공방법에 있어서,
농수로의 설치 계획 지점을 굴착하고 굴착부 저면을 평활하게 정리하는 터파기단계(S11)와;
굴착부 저면 양 측단부에 각각 기초외곽거푸집(21)을 설치하고, 양측 기초외곽거푸집(21) 사이에 중앙부가 개방된 장방형의 콘크리트 함체(30)를 설치하는 함체설치단계(S25)와;
상기 함체(30)의 외부면과 기초외곽거푸집(21)의 내부면 사이에 콘크리트를 타설하고 양생하여 기초부(11) 및 횡단빔(12)을 성형하는 하부성형단계(S26)와;
기초부(11) 및 횡단빔(12)의 양생이 완료되면 함체(30)는 존치한 상태에서 기초외곽거푸집(21)을 제거하는 하부탈형단계(S27)와;
양측 기초부(11)의 상부면에 각각 한쌍의 벽체거푸집(24)을 기립 구축하는 벽체거푸집구축단계(S31)와;
벽체거푸집(24)에 콘크리트를 타설하고 양생하여 수로벽(14)을 성형하는 수로벽성형단계(S32)와;
수로벽(14)의 양생이 완료되면 벽체거푸집(24)을 제거하는 수로벽탈형단계(S33)와;
양측 수로벽(14) 배면에 토사를 투입하여 충전하는 되메우기단계(S41)로 이루어짐을 특징으로 하는 저면 개방형 친환경 농수로의 시공방법.
In the field casting construction method of the concrete agricultural water channel in which the bottom of the channel is opened and the ground is exposed to the outside,
Excavation step (S11) to excavate the planned installation point of the agricultural waterway and smoothly clean the bottom of the excavation portion;
A housing installation step (S25) for installing a base outer formwork (21) at each of both side end portions of the bottom of the excavation portion, and installing a rectangular concrete enclosure (30) having a central portion open between both side base formwork (21);
A lower molding step (S26) of casting and curing concrete between the outer surface of the enclosure 30 and the inner surface of the foundation outer formwork 21 to form the foundation portion 11 and the cross beam 12;
When the curing of the base portion 11 and the cross beam 12 is completed, the housing 30 is a lower demolding step (S27) for removing the foundation outer formwork 21 in the state;
A wall formwork building step (S31) for standing and building a pair of wall formworks 24 respectively on the upper surfaces of both side foundation portions 11;
A waterway wall forming step (S32) of pouring concrete into the wall formwork (24) and curing to form the waterway wall (14);
A waterway wall removing step (S33) of removing the wall formwork 24 when curing of the waterway wall 14 is completed;
Construction method of the bottom open eco-friendly agricultural waterway, characterized in that it consists of a backfilling step (S41) for charging by putting the soil to the back side of the waterway wall (14).
KR1020110089443A 2011-09-05 2011-09-05 Construction method of open bottom type nature friendly agricultural channel KR101129572B1 (en)

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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100480508B1 (en) * 2004-06-22 2005-04-07 박재홍 Waterway
KR20100055778A (en) * 2008-11-18 2010-05-27 한동권 The water channel structure and construction method thereof

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100480508B1 (en) * 2004-06-22 2005-04-07 박재홍 Waterway
KR20100055778A (en) * 2008-11-18 2010-05-27 한동권 The water channel structure and construction method thereof

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