KR100657455B1 - Working melthod for canals - Google Patents

Working melthod for canals Download PDF

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Publication number
KR100657455B1
KR100657455B1 KR1020050119386A KR20050119386A KR100657455B1 KR 100657455 B1 KR100657455 B1 KR 100657455B1 KR 1020050119386 A KR1020050119386 A KR 1020050119386A KR 20050119386 A KR20050119386 A KR 20050119386A KR 100657455 B1 KR100657455 B1 KR 100657455B1
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South Korea
Prior art keywords
drainage
frame
pit
support
support pile
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KR1020050119386A
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Korean (ko)
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정광희
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정광희
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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/50—Removable forms or shutterings for road-building purposes; Devices or arrangements for forming individual paving elements, e.g. kerbs, in situ
    • E01C19/508—Devices or arrangements for forming individual paving elements in situ, e.g. by sectioning a freshly-laid slab
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224—Surface drainage of streets
    • E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C9/00—Special pavings; Pavings for special parts of roads or airfields
    • E01C9/10—Steel gratings ; Gratings made of material other than steel
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C2201/00—Paving elements
    • E01C2201/20—Drainage details
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00—Adapting or protecting infrastructure or their operation
    • Y02A30/60—Planning or developing urban green infrastructure

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)

Abstract

A construction method of a drain frame is provided to improve working efficiency by simply placing the drain frame in a drain passage pit and regulating vertical or horizontal movement of the drain frame with a support pile. A drain frame(30) is constructed and provided with a placing surface(32) in which a grating(50) is seated and a support surface contacted to a ground. A drain passage pit(10) is formed by digging the ground, and a couple of support piles(20) are inclined and installed longitudinally to the drain passage pit. A lower corner of the drain frame or a lower part of the support surface is contacted to the support pile, and the support pile is fixed and contacted to the drain frame by welding. A drain passage is formed by pouring concrete outside the drain frame in the drain passage pit. The support piles are arranged vertically at both edges of the drain passage pit, and the drain frame is placed on the support pile. The drain frame is fastened by welding a connection portion of the support pile and the drain frame.

Description

배수로 틀 시공방법{WORKING MELTHOD FOR CANALS}Construction method of drainage frame {WORKING MELTHOD FOR CANALS}

도 1 은 본 발명에 의한 배수로 틀의 시공과정을 보여주는 개략도, 1 is a schematic view showing the construction process of the drainage frame according to the present invention,

도 2 는 본 발명에 의해 배수로 틀이 배수로 구덩이에 안착 되는 상태를 단면으로 보여주는 예시도, Figure 2 is an exemplary view showing a cross-sectional view of the drainage frame seated in the drainage pit by the present invention,

도 3, 4 는 본 발명에 의해 배수로 틀이 시공된 상태를 단면으로 보여주는 예시도,3 and 4 is an exemplary view showing a state in which the drainage frame is constructed in accordance with the present invention in cross section,

도 5 는 본 발명에 의한 배수로 틀 시공방법의 다른 실시 예시도.Figure 5 is another embodiment of the drainage frame construction method according to the present invention.

<도면의 주요 부분에 대한 부호의 설명><Explanation of symbols for the main parts of the drawings>

10 : 배수로 구덩이, 20 : 지지말뚝, 10: drainage pit, 20: support pile,

30 : 배수로 틀, 32 : 안착면,30: drainage frame, 32: seating surface,

40 : 유동방지봉, 50 : 그래이팅.40: flow prevention rod, 50: grating.

본 발명은 배수로 틀 시공방법에 관한 것으로서, 더 상세하게는 도로변에 설치되어 우수나 오수 등을 배출할 수 있도록 하는 배수로를 형성하기 위한 틀의 시공방법에 관한 것이다.The present invention relates to a drainage frame construction method, and more particularly, to a construction method of the frame for forming a drainage passage to be installed on the side of the road to discharge rainwater or sewage.

일반적인 배수로 틀의 구조는 실용신안등록 제0361653호 "배수로 구조물"의 명세서를 통해 볼 수 있는 바, 배수로를 형성하고자 하는 바닥의 상면에 안착 되는 바닥판과, 이 바닥판의 양측에 각각 상향 절곡 되며 복수의 앵커가 마련되는 측판과, 상기 측판의 상부에 배수판(배수뚜껑)이 안착 되도록 외측 방향으로 절곡 형성되는 안착대를 포함하는 구조를 보이고 있다. The structure of the general drainage frame can be seen through the specification of Utility Model Registration No. 0361653, "Drainage structure", and the bottom plate is seated on the upper surface of the floor to form the drainage channel, and is bent upward on both sides of the bottom plate. The structure includes a side plate provided with a plurality of anchors, and a seating plate bent in an outward direction so that a drain plate (drainage cover) is seated on the upper side of the side plate.

이러한 배수로 틀을 시공할 때에는 배수로 구덩이를 파고 유동방지 봉을 배수로 틀 상면에 횡 방향으로 고정한 다음 이를 배수로 구덩이에 걸친 상태에서 배수로 틀과 구덩이 사이의 공간에 콘크리트를 타설하는 방식이 주로 행해지고 있다. When constructing such a drainage frame, a method of digging a drainage pit and fixing a flow preventing rod to the upper surface of the drainage frame in a lateral direction, and then placing concrete in the space between the drainage frame and the pit in a state spanning the drainage pit.

그러나, 이러한 종래의 시공방법에 의해서는 배수로 틀을 유동방지 봉만으로 위치를 잡아 콘크리트를 타설함에 따라 콘크리트의 타설시 배수로 틀이 움직이는 경우가 빈번하였고, 특히, 콘크리트의 타설 압력에 의해 배수로 틀이 상측으로 뜨게 되어 정확한 시공이 어렵다는 문제점이 있는 것이었다.However, according to the conventional construction method, the drainage frame is frequently moved when concrete is placed by placing the drainage frame with only the flow preventing rod, and in particular, the drainage frame is moved upward by the pouring pressure of the concrete. The problem was that it was difficult to precise construction.

본 발명은 상기와 같은 종래 배수로 틀 시공방법이 가진 문제점을 해결하고자 안출된 것으로서 지면과 배수로 틀의 높이를 쉽게 일치시켜 안착시킨 다음 타설작업을 수행할 수 있도록 하여 시공이 간편하게 되는 배수로 틀의 시공방법을 얻는데 그 목적이 있는 것이다.The present invention was conceived to solve the problems with the conventional drainage frame construction method as described above, easy to match the height of the ground and the drainage frame to be seated, and then to perform the pouring work construction method of the drainage frame is easy to construct To get that purpose.

이하 본 발명을 첨부된 도면을 참고로 하여 상세하게 설명하면 다음과 같다.Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.

먼저, 발명의 기본 구성을 살펴보면, 상부가 뚫린 단면 "ㄷ" 자 형태이되 상단 양측이 외측으로 이단 절곡되어 그래이팅(grating)(50)이 놓여지는 안착면(32)과 지면에 접하는 지지면(34)이 형성된 배수로 틀(30)을 시공함에 있어서,First, looking at the basic configuration of the invention, the upper end is a cross-section "c" shape, but the upper both sides are bent in two steps to the outside of the seating surface 32 and the support surface in contact with the ground (grating) 50 ( In constructing the drainage frame 30 in which 34 is formed,

지면을 길게 파서 배수로 구덩이(10)를 형성한 다음 한 쌍의 지지말뚝(20)을 한조로 하여 아래쪽이 좁고 위쪽이 넓도록 비스듬하게 박아주되 배수로 구덩이(10)의 길이방향으로 일정 간격을 두고 설치하고, Digging the ground long to form a pit 10 as a drainage, and then a pair of support piles 20 in a set to be obliquely driven so that the bottom is narrow and the top wide, but installed at regular intervals in the longitudinal direction of the drainage pit 10 and,

상기 지지말뚝(20)에 상기 배수로 틀(30)의 저면 양측 모서리와 상기 지지면 하단중 적어도 한곳이 접하도록 올려놓아 준 후,  After placing on the support pile 20 so that at least one of both bottom edges of the bottom surface of the drainage frame 30 and the lower end of the support surface,

지지말뚝(20)과 배수로 틀(30)이 접하는 지점을 용접하여 고정 시킨 다음, 상기 배수로 구덩이(10) 내부 배수로 틀(30) 외측에 콘크리트를 타설하여 배수로를 형성함을 특징으로 하는 것이다.After fixing the support pile 20 and the point in contact with the drainage frame 30, it is characterized in that the drainage is formed by pouring concrete to the outside of the drainage pit 10, the inner drainage frame 30.

도 1 은 본 발명에 의한 배수로 틀의 시공과정을 보여주는 개략도이고, 도 2 는 본 발명에 의해 배수로 틀이 배수로 구덩이에 안착 되는 상태를 단면으로 보여주는 예시도, 도 3, 4 는 본 발명에 의해 배수로 틀이 시공된 상태를 단면으로 보여주는 예시도 이다.Figure 1 is a schematic diagram showing the construction process of the drainage frame according to the present invention, Figure 2 is an exemplary view showing a cross-sectional view of the drainage frame seated in the drainage pit by the present invention, Figures 3, 4 is a drainage passage by the present invention It is an exemplary view showing the state in which the frame is constructed in cross section.

도면을 통해 볼 수 있는 바와 같이 본 발명에 적용되는 배수로 틀(10)은 상부가 뚫린 단면 "ㄷ"자 형태로서 상단 양측이 외측으로 2단 절곡 되어 배수로 그래이팅(50)가 안착 되는 안착면(32)과 지면과 일치되는 지지면(34)을 형성하고 있는 구성으로서, 일정 길이로 형성된 단위체를 지면을 길게 파서 형성한 배수로 구덩이 (10)에 차례로 연결하여 설치하는 것이다.As can be seen through the drawing, the drainage frame 10 applied to the present invention has a seating surface on which the drainage grating 50 is seated as the upper both sides are bent in two stages to the outside as a cross-section “c” shaped with an upper opening. 32) and the support surface 34 coinciding with the ground, the unit body having a predetermined length is connected to the drainage pit 10 formed by digging the ground long.

설치과정을 보면, 먼저, 지면을 길게 파서 상기 배수로 구덩이(10)를 형성하여 준 다음 지지말뚝(20)을 한 쌍씩 대향 시켜 배수로 구덩이(10)에 아래쪽은 좁고 위쪽은 넓은 형태를 이루도록 비스듬히 박아주게 된다.Looking at the installation process, first, the ground is dug long to form the drainage pit (10), and then the support piles (20) paired to face the drainage pit (10) to the bottom to form a narrow and the upper side obliquely to form a wide shape. do.

이후 상면에 유동방지 봉(40)이 횡 방향으로 볼트 체결되어 있는 배수로 틀(30)을 상기 지지말뚝(20)에 저면 모서리가 맞닿도록 올려놓거나, 또는 지지말뚝(20)의 상단부분이 배수로 틀(30)의 상부 가장자리 안착면(34)에 접하면서 동시에 저면 모서리가 지지말뚝(20)에 접하도록 하거나, 또는 지지말뚝(20)의 상단부분만이 배수로 틀(30)의 상부 가장자리 안착면(34)에 접하도록 하여 준 다음 지지말뚝(20)과 배수로 틀(30)이 접하는 지점을 용접하여서 고정시켜 주게 된다.Thereafter, the flow preventing rod 40 on the upper surface of the drainage frame 30 bolted in the horizontal direction is placed on the support pile 20 so that the bottom edges abut, or the upper portion of the support pile 20 is the drainage frame. While contacting the upper edge seating surface 34 of the 30 and at the same time the bottom edge is in contact with the support pile 20, or only the upper end of the support pile 20, the upper edge seating surface 34 of the drainage frame 30 ) To be in contact with the support pile 20 and the drainage frame 30 is to be fixed by welding the point of contact.

상기와 같이 지지말뚝(20)을 통해 배수로 틀(30)을 단단히 잡아 고정시킨 상태에서 배수로 구덩이(10)와 배수로 틀(30) 사이의 공간에 콘크리트를 타설하여 주고, 이후 일정시간이 지나면 자연상태에서 콘크리트가 양생되는 바, 유동방지 봉(40)을 제거하여 주면 배수로 틀(30)의 시공이 완료되게 되는 것이다. The concrete is placed in the space between the drainage pit 10 and the drainage frame 30 in a state of firmly holding and fixing the drainage frame 30 through the support pile 20 as described above, and after a predetermined time passes, the natural state. In the concrete is cured bar, if the flow preventing rod 40 is removed, the construction of the drainage frame 30 will be completed.

한편, 도 5 는 본 발명에 의한 배수로 틀 시공방법의 다른 실시 예시도를 보여주고 있다.On the other hand, Figure 5 shows another embodiment of the drainage frame construction method according to the present invention.

도 5 에 도시된 바와 같이 상기 지지말뚝(20)을 배수로 구덩이(10) 양측 가장자리를 따라 수직 방향으로 박아준 다음, 상기 배수로 틀(30)을 지지말뚝(20) 상단에 올려놓아 안착시키고, 상기 지지말뚝(20)과 상기 배수로 틀(30)이 접하는 지점을 용접하여서 배수로 틀(30)을 고정시켜 줄 수도 있는 것이다.As shown in FIG. 5, the support pile 20 is vertically driven along both edges of the pit 10 in the drainage, and then the drainage frame 30 is placed on the top of the support pile 20 and seated thereon. The pile 20 may be fixed to the drainage frame 30 by welding the contact point of the drainage frame 30.

이때 배수로 구덩이(10)의 양측 가장자리를 따라 일정 간격으로 지지말뚝(20)을 동일 높이로 박아 두 줄의 지지말뚝(10)이 배수로 구덩이(10)에 열을 맞추어 형성되도록 하여주는 것이다.At this time, the support pile 20 is driven at the same height along both edges of the drainage pit 10 at regular intervals so that the support piles 10 of two rows are formed in line with the drainage pit 10.

상기와 같이 배수로 구덩이(10)에 지지말뚝(20)이 수직으로 박히게 되면 이후 배수로 틀(30)을 상기 지지말뚝(20)의 상단에 안착시키게 된다. 이때, 상기 지지말뚝(20)의 상단이 배수로 틀(30)의 지지면(34) 부분에 안착되도록 하여 줌이 바람직 한 것이며, 이를 통해 지면과 배수로 틀(30)의 상면 높이가 일치된 채 안착되게 되는 것이다.When the support pile 20 is vertically lodged in the drainage pit 10 as described above, the drainage frame 30 is seated on the upper end of the support pile 20. At this time, the upper end of the support pile 20 is preferably zoomed to be seated on the support surface 34 portion of the drainage frame 30, through which the ground and the height of the upper surface of the drainage frame 30 is matched to the seating It will be.

이후, 상기 지지말뚝(20)의 상단과 지지면(34)를 용접하여서 배수로 틀(30)이 움직이지 않고 견고하게 가(假) 고정되어 있을 수 있도록 하여 주게 된다.Thereafter, the upper end of the support pile 20 and the support surface 34 are welded so that the drainage frame 30 can be firmly fixed without moving.

상기와 같이 배수로 틀(30)의 위치를 잡아준 상태에서 상기 배수로 구덩이(10)와 배수로 틀(30) 사이의 공간에 콘크리트를 타설한 다음 양생을 거치면 시공이 완료되게 되는 것이다.The construction is completed when the concrete is poured into the space between the drainage pit 10 and the drainage frame 30 in a state where the drainage frame 30 is positioned as described above.

상기와 같은 본 발명에 의한 배수로 틀 시공방법을 설명함에 있어서, 배수로 그래이팅(50)을 체결한 상태에서 시공하는 것을 도시하였으나, 상기 그래이팅(50)을 체결하지 않은 채 배수로 틀(30)을 시공한 다음 마지막 단계에서 배수로 그래이팅(50)을 덮어주어 시공하는 것도 가능하며, 이는 당 업자에게 자명한 기술 수준에서 선택적으로 실시할 수 있는 것이다. In describing the drainage frame construction method according to the present invention as described above, the construction in the state in which the drainage grating 50 is fastened, but the drainage frame 30 without the grating 50 is fastened After construction, it is also possible to cover the grating 50 with a drainage in the final stage, which can be selectively carried out at a level of skill obvious to those skilled in the art.

상기에 따라 배수로 틀을 배수로 구덩이에 간편하게 안착시킴과 아울러 지지말뚝으로 배수로 틀의 상하 좌우의 움직임을 단속할 수 있게 되며, 그로 인해 작업성이 좋아지고 정확한 배수로의 시공이 가능해지는 등의 유용한 효과를 얻을 수 있게 되는 것이다.According to the above, it is possible to easily set the drainage frame into the drainage pit and to control the vertical movement of the drainage frame by the support pile, thereby improving the workability and enabling the construction of the correct drainage. You will get it.

Claims (2)

상부가 뚫린 단면 "ㄷ" 자 형태이되 상단 양측이 외측으로 이단 절곡 되어 그래이팅(50)이 놓여 지는 안착면(32)과 지면에 접하는 지지면(34)이 형성된 배수로 틀(30)을 시공함에 있어서,In the construction of the drainage frame 30 formed in the form of a cross-section “c” having an upper portion, the upper both sides of which are bent in two steps to the outside, and the seating surface 32 on which the grating 50 is placed and the support surface 34 contacting the ground are formed. In 지면을 길게 파서 배수로 구덩이(10)를 형성한 다음 한 쌍의 지지말뚝(20)을 한조로 하여 아래쪽이 좁고 위쪽이 넓도록 비스듬하게 박아주되 배수로 구덩이(10)의 길이방향으로 일정 간격을 두고 설치하고, Digging the ground long to form a pit 10 as a drainage, and then a pair of support piles 20 in a set to be obliquely driven so that the bottom is narrow and the top wide, but installed at regular intervals in the longitudinal direction of the drainage pit 10 and, 상기 지지말뚝(20)에 상기 배수로 틀(30)의 저면 양측 모서리와 상기 지지면 하단중 적어도 한곳이 접하도록 올려놓아 준 후, After placing on the support pile 20 so that at least one of both bottom edges of the bottom surface of the drainage frame 30 and the lower end of the support surface, 지지말뚝(20)과 배수로 틀(30)이 접하는 지점을 용접하여 고정시킨 다음, 상기 배수로 구덩이(10) 내부 배수로 틀(30) 외측에 콘크리트를 타설하여 배수로를 형성함을 특징으로 하는 배수로 틀 시공방법.After fixing the support pile 20 and the contact point of the drainage frame 30 by welding, the construction of the drainage frame characterized in that to form a drainage path by pouring concrete outside the drainage pit 10 inside the drainage frame 30 Way. 제 1 항에 있어서,The method of claim 1, 상기 지지말뚝(20)을 배수로 구덩이(10) 양측 가장자리를 따라 수직 방향으로 박아준 다음, 상기 배수로 틀(30)을 지지말뚝(20) 상단에 올려놓아 안착시키고, 상기 지지말뚝(20)과 상기 배수로 틀(30)이 접하는 지점을 용접하여서 배수로 틀(30)을 고정시켜 줌을 특징으로 하는 배수로 틀 시공방법.After driving the support pile 20 in the vertical direction along both edges of the pit 10 to the drainage, the drainage frame 30 is placed on the top of the support pile 20 to be seated, and the support pile 20 and the drain passage Drainage frame construction method characterized in that to fix the waterway frame 30 by welding the point where the frame 30 abuts.
KR1020050119386A 2005-12-08 2005-12-08 Working melthod for canals KR100657455B1 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100770164B1 (en) 2007-07-23 2007-10-25 (주)종합건축사사무소 라인건축 Drainage structure of parking lot facilities for building

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100770164B1 (en) 2007-07-23 2007-10-25 (주)종합건축사사무소 라인건축 Drainage structure of parking lot facilities for building

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