KR20040086017A - Drainage method for civil engineering works using fiber filters and, latticelike block and gunny bag product made by using foaming resin pellets - Google Patents

Drainage method for civil engineering works using fiber filters and, latticelike block and gunny bag product made by using foaming resin pellets Download PDF

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Publication number
KR20040086017A
KR20040086017A KR1020030021191A KR20030021191A KR20040086017A KR 20040086017 A KR20040086017 A KR 20040086017A KR 1020030021191 A KR1020030021191 A KR 1020030021191A KR 20030021191 A KR20030021191 A KR 20030021191A KR 20040086017 A KR20040086017 A KR 20040086017A
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South Korea
Prior art keywords
civil engineering
drainage
foaming resin
block
drainage method
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KR1020030021191A
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Korean (ko)
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박성언
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박성언
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Priority to KR1020030021191A priority Critical patent/KR20040086017A/en
Publication of KR20040086017A publication Critical patent/KR20040086017A/en

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    • CCHEMISTRY; METALLURGY
    • C01INORGANIC CHEMISTRY
    • C01BNON-METALLIC ELEMENTS; COMPOUNDS THEREOF; METALLOIDS OR COMPOUNDS THEREOF NOT COVERED BY SUBCLASS C01C
    • C01B13/00Oxygen; Ozone; Oxides or hydroxides in general
    • C01B13/02Preparation of oxygen

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  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Inorganic Chemistry (AREA)
  • Retaining Walls (AREA)

Abstract

PURPOSE: A drainage method for civil engineering works making use of foaming resin is provided to prevent a collapse accident of a civil engineering structure and to improve constructability, economical efficiency, and safety. CONSTITUTION: In a drainage method for civil engineering works making use of foaming resin, a block product for drainage(2) made by forming foaming resin pellets(1) in a block shape of a lattice type, and a gunny bag product(3) for drainage made by filling a gunny bag with foaming resin pellets are selectively applied according to the construction conditions of a field or used for back fill of a civil engineering structure and for a stone filled drain dummy ditch together with a civil engineering fiber filter member(8). Reduction of earth pressure acting on the structure and drainage are promoted by making use of the lightness and permeability of foaming resin and safety of the structure is increased through the removal of water pressure by the lowering of underwater level.

Description

발포성수지를 이용한 토목공사용 배수공법{omitted}Civil engineering drainage method using foamed resin {omitted}

본 발명은 발포성수지의 경량성과 토목구조물 시공시 갖추어야 할 내수성, 압축강도와 투수성을 이용한 토목공사용 배수공법에 관한 것으로 종래에는 천연골재 및 부순돌을 이용하여 옹벽, 석축등의 뒷채움 및 맹암거 시공을 하여왔으나 골재재료는 구하기 어렵고, 고가이며, 다양한 현장의 토질에 대한 필터의 입도조정이 어려워, 뒷채움 부실시공에 의한 배수불량으로 집중호우시 토압 및 수압의 중대로 인한 옹벽 및 석축붕괴사고가 빈번하였다.The present invention relates to a drainage method for civil engineering using water resistance, compressive strength and permeability, which should be provided at the time of construction of light weight and civil engineering structures of foamed resins. Although aggregate materials are difficult to obtain, expensive, and difficult to adjust the particle size of the soil for various sites, frequent retaining walls and stone collapses due to severe earth pressure and hydraulic pressure due to poor drainage due to poor backfilling It was.

본 발명은 상기와 같은 문제점을 해소하기 위해 발포성수지 알갱이를 성형하여 만든 격자블럭이나 발포성수지 알갱이를 채운 배수용 토목섬유마대를 옹벽 및 석축의 뒷채움재료로 사용하므로서 투압경감 및 원활한 배수작용으로 토목구조물의 붕괴사고방지, 시공성, 경제성, 안전성 향상에 본 발명의 목적이 있는 것이다.In order to solve the problems described above, the present invention uses a ground block made of a lattice block or foamed resin granules filled with foamed resin granules as a backfill material for retaining walls and masonry, thereby reducing the pressure reduction and smooth drainage. The purpose of the present invention is to prevent collapse accidents, workability, economics, and safety.

도 1은 본 발명의 주요부분인 발포성수지 알갱이(1)를 격자블럭 모양으로 성형한 상태를 나타내는 사시도(가)와 곡선 시공구간 및 부정형의 연결부시공을 위한 발포성수지 알갱이(1)를 토목섬유로 만든 마대속에 채워 넣어 자유롭게 엉켜있는 모양을 나타내는 상태도(나)와 일반적인 옹벽의 뒷채움, 배수공을 나타내는 단면도 (다) 및 석축의 조약돌 뒷채움 상태를 나타내는 단면도(라) 그리고 본 발명의 주요부분인 발포성수지 알갱이(1)를 성형제작한 격자블럭제품(2) 과 토목섬유필터(8)를 조합시공한 옹벽 뒷채움 및 배수공 시공상태를 나타내는 단면도(마)와 발포수지 알갱이(1)를 토목섬유 마대속에 채워 넣은제품(3)을 토목섬유필터(8)와 함께 석축의 뒷채움 배수공으로 시공한 상태를 나타내는 단면도(바)1 is a perspective view showing a state in which the foamed resin granules (1) of the main part of the present invention molded into a lattice block shape (A) and the foamed resin grains (1) for the construction of curved construction sections and irregular shapes as geotextiles; (B) A state diagram showing the shape of a freely entangled fillet made of a sack, a cross section showing the backfill of a general retaining wall, a sectional view showing a drainage hole, and a cross section showing a backfill state of a pebble (d); Filling the ground fiber section with a cross-sectional view (e) and foamed resin granules (1) showing the retaining wall backfill and drainage construction conditions, in which a lattice block product (2) molded with granules (1) and a geotextile filter (8) are combined Sectional view (bar) showing the state in which the encased product (3) is constructed together with the geotextile filter (8) as a backfill drain hole in the stonework

*도면의 주요부분에 대한 부호의 설명** Description of the symbols for the main parts of the drawings *

1. 발포성 수지 알갱이(Pellet)1. Expandable resin pellets

2. 발포성수지 알갱이를 격자모양으로 성형하여 만든 블럭제품2. Block products made by forming granular foamed resin granules

3. 발포성수지 알갱이를 토목섬유로 만든 마대속에 채워 넣어 만든 마대제품3. A hemp product made by filling foamed resin granules into a hemp made of geotextile.

4. 옹벽4. retaining wall

5. PVC배수파이프5. PVC drainage pipe

6. 뒷채움 자갈6. Backfill Gravel

7. 석축 또는 Con'c블럭7. Masonry or Con'c Block

8. 토목섬유필터(부직포, PP MAT, PET MAT)8. Geotextile Filter (Non-Woven Fabric, PP MAT, PET MAT)

이하 첨부된 도면에 의해 상세히 설명하면 다음과 같다.Hereinafter, described in detail by the accompanying drawings as follows.

도1은 발포성수지 알갱이(1)를 성형하여 만든 격자블럭 제품(2)을 나타내는 사시도(가)와 토목섬유 마대속에 자유롭게 엉켜있는 발포수지 알갱이(1)를 나타내는 상태도(나)와 옹벽배면에 발포수지 격자블럭제품(2)을 층으로 쌓고, 토목섬유필터(8)로 감싼 다음, 흙으로 뒷채움 시공한 상태를 나타내는 배수공법 단면도(마)와 발포수지 알갱이(1)를 채워 넣은 토목섬유 마대(2)를 비탈면에 쌓고 토목섬유필터 (8)로 감싼 석축배면의 배수공 시공 단면도(바)를 나타내는 그림이다.1 is a perspective view (a) showing a lattice block product (2) formed by molding a foamed resin grain (1) and a state diagram (b) showing a foamed resin grain (1) freely entangled in a geosynthetic fiber stem (b) and retaining wall back surface; Geosynthetic sack with foamed resin lattice block (2) stacked in layers, wrapped with geotextile filter (8), and filled with soil and cross-sectional view (e) and foamed granules (1) Fig. 2 shows the cross-sectional view of the drainage hole (bar) on the back of the stone stock stacked with (2) on the slope and wrapped with the geotextile filter (8).

이상에서 상술한 바와 같이 본 발명은, 발포성수지의 경량성과 투수성을 이용하여 토목구조물의 배수시공불량으로 발생하는 붕괴사고를 방지하기 위한 배수공법이며, 특히 옹벽 및 석축, 교대의 뒷채움 시공시 발포성 수지 배수공법을 사용하면 토압을 감소시키고(흙의 단위중량의정도), 배수를 원활히 하여, 강우 및 기타원인으로 인한 지하수위 상승시에 발생할수 있는 구조물 붕괴사고를 미연에 방지하며, 안전성을 증대시키고, 중량이 가벼워서 인력시공이 가능한 경제적인 토목공사용 배수공법이다.As described above, the present invention is a drainage method for preventing collapse accidents caused by poor drainage of civil structures by using the light weight and permeability of the foamed resin, and in particular, the foamability during backfilling of retaining walls, stones and shifts. Resin drainage reduces soil pressure (the soil To It is an economical civil engineering drainage method that can smoothly drain and prevent the collapse of the structure that may occur when the groundwater level rises due to rainfall and other causes, increase safety, and light weight.

Claims (1)

발포성수지 알갱이(1)를 도1(가)의 격자형 블럭모양으로 성형하여 만든 배수용 블록제품(2)과 발포성수지 알갱이(1)를 토목섬유필터재 마대속에 채워넣어만든 배수용마대 제품(3)을 현장시공 여건에 따라 선택적으로 적용, 또는 조합사용하여 옹벽, 석축 교대 등 토목구조물의 뒷채움과 맹암거 등에 토목섬유필터재(8)와 같이 시공하므로서, 발포성 수지의 경량성과 투수성을 이용하여 구조물에 작용하는 토압경감 및 배수를 촉진하여, 지하수위저하에 위한 수압배제로 구조물 안전성을 증대시키는 토목공사용 배수공법Drainage block product (2) made by forming the foamed resin granules (1) into the lattice block shape of FIG. 1 (a) and foamed resin granules (1) filled with the geotextile filter material 3) can be selectively applied according to the construction conditions of the site, or used in combination with the geotextile filter material (8) for the backfill and blind culmination of civil structures such as retaining walls and stone foundations, thereby utilizing the lightness and permeability of the foamed resin. Civil engineering drainage method to increase the safety of the structure by hydraulic pressure relief to reduce groundwater level by promoting earth pressure reduction and drainage acting on the structure
KR1020030021191A 2003-03-31 2003-03-31 Drainage method for civil engineering works using fiber filters and, latticelike block and gunny bag product made by using foaming resin pellets KR20040086017A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020080755A (en) * 2018-11-27 2020-06-04 株式会社田中 Weed prevention member for drain pipe and drain port combined with the weed prevention member

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6417928A (en) * 1987-07-11 1989-01-20 Shimizu Construction Co Ltd Banking structure using expanded inorganic material
JPH0734471A (en) * 1993-07-23 1995-02-03 Taisei Kiso Sekkei Kk Suspended wall type retaining wall construction method in lightweight filling construction method
JPH07300938A (en) * 1994-05-06 1995-11-14 Asahi Denka Kogyo Kk Water permeable lightweight block
JPH0860664A (en) * 1994-08-24 1996-03-05 Asahi Denka Kogyo Kk Water permeable lightweight block
JPH0860665A (en) * 1994-08-24 1996-03-05 Asahi Denka Kogyo Kk Water permeable lightweight block
JPH11172680A (en) * 1997-12-16 1999-06-29 Sekisui Plastics Co Ltd Back-fill material for drainage and drainage structure using the same
KR20000030738A (en) * 2000-03-14 2000-06-05 노한성 Methods for constructing a backfill of concrete structures
KR200223114Y1 (en) * 2000-12-06 2001-05-15 주식회사대원엔지니어링 A structure reinforcing for retaining wall for inclined plane which to cut off a rock wall
KR200223113Y1 (en) * 2000-12-06 2001-05-15 주식회사대원엔지니어링 A structure preventing for bulging of retaining wall
JP2001220746A (en) * 2000-02-09 2001-08-17 Achilles Corp Lightweight fill structure
KR20010095260A (en) * 2000-04-04 2001-11-03 이현종 A block for recycling waste tire and the method for forming soil which utilize it
KR20020015872A (en) * 2000-08-23 2002-03-02 하진규 draining block using EPS

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6417928A (en) * 1987-07-11 1989-01-20 Shimizu Construction Co Ltd Banking structure using expanded inorganic material
JPH0734471A (en) * 1993-07-23 1995-02-03 Taisei Kiso Sekkei Kk Suspended wall type retaining wall construction method in lightweight filling construction method
JPH07300938A (en) * 1994-05-06 1995-11-14 Asahi Denka Kogyo Kk Water permeable lightweight block
JPH0860664A (en) * 1994-08-24 1996-03-05 Asahi Denka Kogyo Kk Water permeable lightweight block
JPH0860665A (en) * 1994-08-24 1996-03-05 Asahi Denka Kogyo Kk Water permeable lightweight block
JPH11172680A (en) * 1997-12-16 1999-06-29 Sekisui Plastics Co Ltd Back-fill material for drainage and drainage structure using the same
JP2001220746A (en) * 2000-02-09 2001-08-17 Achilles Corp Lightweight fill structure
KR20000030738A (en) * 2000-03-14 2000-06-05 노한성 Methods for constructing a backfill of concrete structures
KR20010095260A (en) * 2000-04-04 2001-11-03 이현종 A block for recycling waste tire and the method for forming soil which utilize it
KR20020015872A (en) * 2000-08-23 2002-03-02 하진규 draining block using EPS
KR200223114Y1 (en) * 2000-12-06 2001-05-15 주식회사대원엔지니어링 A structure reinforcing for retaining wall for inclined plane which to cut off a rock wall
KR200223113Y1 (en) * 2000-12-06 2001-05-15 주식회사대원엔지니어링 A structure preventing for bulging of retaining wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020080755A (en) * 2018-11-27 2020-06-04 株式会社田中 Weed prevention member for drain pipe and drain port combined with the weed prevention member

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