KR100808676B1 - Method of constructing for hume pipe underground - Google Patents

Method of constructing for hume pipe underground Download PDF

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Publication number
KR100808676B1
KR100808676B1 KR1020070065650A KR20070065650A KR100808676B1 KR 100808676 B1 KR100808676 B1 KR 100808676B1 KR 1020070065650 A KR1020070065650 A KR 1020070065650A KR 20070065650 A KR20070065650 A KR 20070065650A KR 100808676 B1 KR100808676 B1 KR 100808676B1
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South Korea
Prior art keywords
pipe
hume pipe
hume
fume pipe
excavation section
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KR1020070065650A
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Korean (ko)
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김형용
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김형용
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Priority to KR1020070065650A priority Critical patent/KR100808676B1/en
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Publication of KR100808676B1 publication Critical patent/KR100808676B1/en
Priority to PCT/KR2008/003630 priority patent/WO2009005244A2/en

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    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F3/00—Sewer pipe-line systems
    • E03F3/06—Methods of, or installations for, laying sewer pipes
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/024—Laying or reclaiming pipes on land, e.g. above the ground
    • F16L1/028—Laying or reclaiming pipes on land, e.g. above the ground in the ground
    • F16L1/036—Laying or reclaiming pipes on land, e.g. above the ground in the ground the pipes being composed of sections of short length
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/024—Laying or reclaiming pipes on land, e.g. above the ground
    • F16L1/06—Accessories therefor, e.g. anchors
    • F16L1/10—Accessories therefor, e.g. anchors for aligning

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Sewage (AREA)

Abstract

A construction method of a hume pipe under the ground is provided to shorten working hours and to cut down on construction expenses by spreading support blocks on the bottom of an excavation section and installing a hume pipe on the support blocks simply without waste of time and manpower, to prevent a leakage of water on a joint by marking gradient values of the bottom of an excavation section on wood posts, connecting thread according to the gradient values and installing a hume pipe in a straight line, inserting a non-woven fabric roll to a hume pipe joint and filling mortar, thereby sealing hermetically, and to apply to the installation of a circular pipe and a double wall pipe. A construction method of a hume pipe under the ground comprises the steps of: erecting wood posts on the starting point and the end point of an excavation section on which a hume pipe is installed; marking gradient values on the wood posts erected on the starting point and the end point; connecting thread to the two wood posts according to the gradient values of the starting point and the end point; arranging and installing the top of support blocks(11) in a straight line to fit to the height of the thread; inserting partition plates(20,20') to partition plate insertions of the support blocks, and putting a hume pipe(30) on a hume pipe support and connecting in a line; pulling out the wood posts and inserting a strap-shaped non-woven fabric roll(60) to a gap of a joint(31) connected with the hume pipe, and placing mortar; and placing reinforced concrete and re-filling up the excavation section with soil.

Description

흄관 매설 시공공법{Method of constructing for hume pipe underground} Method of constructing for hume pipe underground}

도 1과 도 2는 종래 흄관 매설 공법을 예시한 단면도1 and 2 are cross-sectional views illustrating a conventional fume pipe embedding method

도 3은 본 발명에 사용되는 받침블럭의 사시도Figure 3 is a perspective view of the support block used in the present invention

도 4는 도 3의 설치상태 단면도4 is a cross-sectional view of the installation state of FIG.

도 5는 본 발명의 공법으로 시공된 흄관의 매설상태 사시도5 is a perspective view of the buried state of the fume pipe constructed by the method of the present invention

도 6은 도 5의 단면도6 is a cross-sectional view of FIG.

도 7은 본 발명의 흄관연결 후 연결부에 부직포롤을 끼워넣고 몰탈을 충전시킨 상태를 나타낸 단면도7 is a cross-sectional view showing a state in which a non-woven fabric roll is inserted into the connecting portion after filling the fume pipe of the present invention and mortar is filled

도 8은 본 발명의 공법으로 흄관을 굴착부에 시공한 상태를 나타낸 단면도Figure 8 is a cross-sectional view showing a state in which the construction of the fume pipe in the excavation portion by the method of the present invention

[도면의 주요 부분에 대한 부호의 설명][Description of Symbols for Main Parts of Drawing]

2 : 굴착부 3 : 모래, 골재 4 : 기초콘크리트2: Excavation part 3: Sand, aggregate 4: Foundation concrete

6 : 지주목 7 : 실 9 : 흄관 6: holding neck 7: thread 9: fume pipe

10 : 보강콘크리트 11 : 받침블럭 13 : 흄관안치부 10: reinforced concrete 11: supporting block 13: fume pipe mounting portion

14 : 칸막이판삽입부 15 : 고정핀공 16 : 고정핀 14: partition plate inserting portion 15: fixing pin hole 16: fixing pin

20,20' : 칸막이판 30 : 흄관 31 : 이음부20,20 ': partition plate 30: fume pipe 31: joint

40 : 지반 50 : 보강콘크리트 60 : 부직포롤 40: ground 50: reinforced concrete 60: non-woven fabric roll

70 : 몰탈 80 : 흙70: mortar 80: soil

본 발명은 상,하수관이나 오,폐수관으로 지하에 매설되는 흄관을 신속정확하고 간단한 작업으로 설치할 수 있도록 한 흄관 매설 시공공법에 관한 것이다.The present invention relates to a fume pipe buried construction method that can be installed by a quick, accurate and simple work to install a fume pipe buried underground, such as water, sewage pipe or waste water pipe.

종래 흄관이나 원형관을 지하에 설치하기 위해서는 도 1과 같이 지반(40)을 넓게 굴착하여 굴착부(2)를 만든 다음 바닥에 모래, 골재(3)를 깔고 그 위에 흄관(9)을 올려놓은 다음 보강콘크리트(10)를 타설하여 흄관(9)을 설치하거나, 또는 도 2와 같이 굴착부(2) 바닥에 기초콘크리트(4)를 형성한 다음 그 위에 거푸집(12)을 대고 보강콘크리트(10)를 타설하여 흄관(9)을 설치하였는데, In order to install a conventional fume pipe or a circular tube underground, as shown in Fig. 1, the ground 40 is widely excavated to make an excavation part 2, and then sand, aggregate 3 is laid on the floor, and a fume pipe 9 is placed thereon. Next, the reinforcement concrete 10 is poured to install the fume pipe 9, or as shown in FIG. 2, the foundation concrete 4 is formed at the bottom of the excavation part 2, and then the formwork 12 is placed on the reinforcement concrete 10. ) And installed the fume pipe (9),

종래 이러한 흄관 시공공법은 기초콘크리트가 양생되는 시간을 기다려야 하고 거푸집설치 및 해체작업 등으로 인해 시간적인 낭비와 인력낭비에 따른 인건비 과다지출 등의 문제점이 있었으며, 특히 흄관설치시 굴착부 바닥면의 경사도값에 의한 기울기를 정확히 맞추기가 어려워 흄관을 일렬로 수평되게 시공하기가 매우 어려웠고, 흄관설치 후 흄관 이음부분의 틈새로 누수가 발생되어 보수작업을 수시로 해야 하는 문제점 등이 있었다.Conventionally, such a fume pipe construction method has to wait for the time for the foundation concrete to cure, and there is a problem such as excessive waste of labor due to time waste and manpower waste due to formwork and dismantling work, and in particular, the slope of the bottom surface of the excavation pipe when installing the fume pipe Since it was difficult to accurately match the slope according to the value, it was very difficult to install the fume pipe horizontally in a row, and there was a problem that the water was leaked into the gap of the joint of the fume pipe after the installation of the fume pipe, and thus the maintenance work was frequently performed.

본 발명은 이와 같은 종래 흄관설치시의 문제점들을 해결하기 위하여 개발된 흄관 매설 시공공법에 관한 것으로서, 이하 본 발명을 첨부도면에 의하여 상세히 설명하면 다음과 같다.The present invention relates to a fume pipe buried construction method developed in order to solve such problems in the conventional fume pipe installation, when described in detail by the accompanying drawings as follows.

도 3은 본 발명에 사용되는 흄관 받침블럭으로서, 받침블럭(11)의 중앙에 흄관안치부(13)를 형성하고 고정핀공(15)을 천공하였으며 좌우 양쪽에는 칸막이판삽입부(14)를 형성한 것이다.3 is a fume pipe support block used in the present invention, a hume pipe support portion 13 is formed in the center of the support block 11, the fixing pin hole 15 is drilled, and partition plate inserting portions 14 are formed on both left and right sides. It is.

도 4는 지반(40)을 굴착한 굴착부(2)의 바닥면에 받침블럭(11)을 깔은 후 고정핀(16)을 고정핀공(15)에 꽂아 받침블럭(11)을 고정시킨 것을 나타낸 것이고,4 shows that the support block 11 is fixed by laying the support block 11 on the bottom surface of the excavation part 2 excavating the ground 40 and then inserting the fixing pin 16 into the fixing pin hole 15. Shown,

도 5는 받침블럭(11)에 칸막이판(20)(20')을 끼우고 흄관(30)을 설치한 상태를 나타낸 것이며,5 shows a state in which the partition plates 20 and 20 'are inserted into the support block 11 and the fume pipe 30 is installed.

도 6은 도 5의 흄관설치 후 흄관(30)의 유동을 방지하기 위해 보강콘크리트(50)를 타설하고 흙(80)으로 굴착부를 되메우기 한 것을 나타낸 것이다.6 shows that the reinforcement concrete 50 is poured in order to prevent the flow of the fume pipe 30 after the installation of the fume pipe of FIG. 5, and the excavation part is backfilled with soil 80.

이와 같이 본 발명은 1차 받침블럭(11)을 굴착부(2)의 바닥면에 고정시킨 다음 받침블럭(11)의 흄관안치부(13)에 흄관(30)을 설치하는 것으로서, 본 발명의 흄관설치과정을 도 8 도면에 의거 설명을 하면 다음과 같다.As described above, the present invention is to fix the primary support block 11 to the bottom surface of the excavation portion 2, and then to install the fume pipe 30 in the fume pipe mounting portion 13 of the support block 11, Referring to the fume pipe installation process based on Figure 8 as follows.

[흄관설치과정][Fume pipe installation process]

1. 흄관이 설치되는 굴착부(2)의 시점부와 종점부에 지주목(6)을 각각 세운다.1. The holding neck (6) is erected at the starting point and the end point of the excavation part (2) where the fume pipe is installed.

2. 시점부와 종점부에 세워진 지주목(6)에 경사도값을 표시한다.2. The inclination value is displayed on the strut tree (6) which is set up at the start point and the end point.

3. 시점부와 종점부의 경사도값에 맞게 실(7)을 양쪽 지주목(6)에 연결한다.3. Connect the seals (7) to both struts (6) in accordance with the inclination values of the starting point and the end point.

4. 받침블럭(11)의 상단을 실(7) 높이에 맞도록 일직선으로 배치하여 도 4와 같이 설치한다.4. Install the top of the support block 11 in a straight line to match the height of the seal (7) and install as shown in FIG.

5. 도 5와 같이 받침블럭(11)과 받침블럭(11)의 칸막이판삽입부(14)에 칸막이판(20)(20')을 각각 끼우고, 흄관안치부(13)에는 흄관(30)을 올려놓고 일렬로 연결시킨다.5. As shown in FIG. 5, the partition plates 20 and 20 ′ are respectively inserted into the partition plate inserting portions 14 of the support block 11 and the support block 11, and the fume pipe 30 is mounted on the fume pipe mounting part 13. ) And put them in a line.

6. 흄관(30)설치 후 지주목(6)을 뽑아낸 다음 도 7과 같이 흄관(30)이 연결되는 이음부(31)의 틈새로 띠 모양의 부직포롤(60)을 끼워넣은 후 몰탈(70)을 충전시킨다.6. After the fume pipe (30) is installed, the holding neck (6) is pulled out and then the band-shaped nonwoven fabric roll (60) is inserted into the gap of the joint part 31 to which the fume pipe 30 is connected as shown in FIG. ).

7. 몰탈(70) 충전 후 도 6과 같이 보강콘크리트(50)를 타설하고 흙(80)으로 굴착부를 되메우기 하면 본 발명의 흄관설치가 완료되는 것이다.7. After filling the mortar 70, the reinforcement concrete 50 is poured as shown in FIG. 6 and backfills the excavation part with the soil 80. The fume pipe installation of the present invention is completed.

상술한 바와 같이, 본 발명은 종래 흄관설치시 거푸집설치 후 기초콘크리트를 시공하고 기초콘크리트 위에 흄관을 설치해야 하는 시간적인 낭비와 인력낭비없이, 별도로 제작된 받침블럭을 굴착부의 바닥에 깔고 간단히 그 위에 흄관을 설치하므로서 작업시간 단축 및 거푸집과 인력낭비에 따른 공사비가 대폭 절감되는 효과가 있으며, As described above, the present invention is to install the base concrete after installing the formwork in the conventional fume pipe installation, without the time waste and manpower waste to install the fume pipe on the foundation concrete, separately laying the supporting block on the bottom of the excavation section simply By installing a fume pipe, the work time can be shortened and construction cost due to formwork and manpower was greatly reduced.

지주목에 굴착부 바닥 경사도값을 표시한 후 실을 경사도에 맞게 연결시켜 흄관을 실 높이에 맞추어 일직선으로 설치하고, 흄관이음부에는 부직포롤을 끼우고 몰탈을 충전하여 완전 밀폐를 시키므로서 높은 수밀성을 유지하여 이음부에서 누수가 발생되는 것을 방지할 수 있는 등의 효과가 있는 것으로서,After marking the slope value of the bottom of the excavation part on the strut, connect the thread according to the inclination and install the fume pipe in a straight line according to the thread height.The non-woven fabric roll is inserted into the fume pipe joint and the mortar is filled to ensure high watertightness. It is possible to prevent the leakage from occurring in the joint portion, etc.,

본 발명의 시공공법은 흄관 이외에 원형관 및 이중벽관 등의 설치에도 널리 적용할 수가 있는 것이다.The construction method of the present invention can be widely applied to the installation of circular pipes and double wall pipes in addition to fume pipes.

Claims (1)

받침블럭(11)의 흄관안치부(13)에 흄관(30)을 설치하는 것에 있어서,In installing the fume pipe 30 in the fume pipe mounting part 13 of the support block 11, 흄관이 설치되는 굴착부(2)의 시점부와 종점부에 지주목(6)을 각각 세우고, 시점부와 종점부의 경사도값을 지주목(6)에 표시한 후 경사도값에 맞게 실(7)을 양쪽 지주목(6)에 연결시킨 다음 받침블럭(11)의 상단을 실(7) 높이에 맞도록 일직선으로 배치하여 설치하고,The struts 6 are erected at the start and end points of the excavation section 2 where the fume pipe is installed, respectively, and the slopes of the start and end points are displayed on the struts 6, and then the threads 7 are placed on both struts in accordance with the inclination values. (6) and then install the top of the support block 11 in a straight line to match the height of the thread (7), 받침블럭(11)의 고정핀공(15)에 고정핀(16)을 꽂아 고정하며, 칸막이판삽입부(14)에 칸막이판(20)(20')을 각각 끼운 다음 흄관안치부(13)에 흄관(30)을 올려놓고 보강콘크리트(50)를 타설하여 흄관(30)을 지하에 매설하는 것을 특징으로 하는 흄관 매설 시공공법.The fixing pin 16 is fixed to the fixing pin hole 15 of the supporting block 11, and the partition plates 20 and 20 'are inserted into the partition plate inserting parts 14, respectively, and then into the fume tube mounting part 13. Hume pipe (30) put the reinforcement concrete (50) to put the hume pipe (30) buried construction method, characterized in that buried underground.
KR1020070065650A 2007-06-29 2007-06-29 Method of constructing for hume pipe underground KR100808676B1 (en)

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KR1020070065650A KR100808676B1 (en) 2007-06-29 2007-06-29 Method of constructing for hume pipe underground
PCT/KR2008/003630 WO2009005244A2 (en) 2007-06-29 2008-06-25 Method for burying hume pipes and support block used in the method

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KR100885384B1 (en) * 2008-06-30 2009-02-23 주식회사 도화종합기술공사 Sparated type of circular drainlines support block
KR101064669B1 (en) * 2008-10-01 2011-09-15 주식회사 큰숲 Support block for hume pipe
CN112982622A (en) * 2021-03-01 2021-06-18 中国十七冶集团有限公司 Method for constructing T-shaped interface area of nodular cast iron pipe
CN113187954A (en) * 2021-04-29 2021-07-30 福建永宏建设工程有限公司 Construction method of large-caliber nodular cast iron water supply pipe in valley zone

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WO2013006934A2 (en) * 2011-07-13 2013-01-17 Voga Tecnologia E Projetos Ltda Epp A method and a system for the fabrication and/or assembly of pipe
CN106759786A (en) * 2017-01-17 2017-05-31 温州市宏泰市政园林建设有限公司 A kind of storm sewer structure and its construction method

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KR200318079Y1 (en) 2003-02-06 2003-06-28 주식회사 한국지중정보 Supporter for hume pipe

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KR100885384B1 (en) * 2008-06-30 2009-02-23 주식회사 도화종합기술공사 Sparated type of circular drainlines support block
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CN112982622A (en) * 2021-03-01 2021-06-18 中国十七冶集团有限公司 Method for constructing T-shaped interface area of nodular cast iron pipe
CN112982622B (en) * 2021-03-01 2022-05-03 中国十七冶集团有限公司 Method for constructing T-shaped joint area of nodular cast iron pipe
CN113187954A (en) * 2021-04-29 2021-07-30 福建永宏建设工程有限公司 Construction method of large-caliber nodular cast iron water supply pipe in valley zone

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