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KR100851845B1 - a construction method of reinforced textile texsol breast wall - Google Patents

a construction method of reinforced textile texsol breast wall Download PDF

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KR100851845B1
KR100851845B1 KR1020070010039A KR20070010039A KR100851845B1 KR 100851845 B1 KR100851845 B1 KR 100851845B1 KR 1020070010039 A KR1020070010039 A KR 1020070010039A KR 20070010039 A KR20070010039 A KR 20070010039A KR 100851845 B1 KR100851845 B1 KR 100851845B1
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cut
drainage
steel fiber
slope
texol
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KR20080071761A (en
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김성철
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    • A—HUMAN NECESSITIES
    • A47—FURNITURE; DOMESTIC ARTICLES OR APPLIANCES; COFFEE MILLS; SPICE MILLS; SUCTION CLEANERS IN GENERAL
    • A47G—HOUSEHOLD OR TABLE EQUIPMENT
    • A47G33/00—Religious or ritual equipment in dwelling or for general use
    • A47G33/02—Altars; Religious shrines; Fonts for holy water; Crucifixes
    • A—HUMAN NECESSITIES
    • A61—MEDICAL OR VETERINARY SCIENCE; HYGIENE
    • A61G—TRANSPORT, PERSONAL CONVEYANCES, OR ACCOMMODATION SPECIALLY ADAPTED FOR PATIENTS OR DISABLED PERSONS; OPERATING TABLES OR CHAIRS; CHAIRS FOR DENTISTRY; FUNERAL DEVICES
    • A61G17/00—Coffins; Funeral wrappings; Funeral urns
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H13/00—Monuments; Tombs; Burial vaults; Columbaria
    • E04H13/005—Ventilation systems therefor

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  • Architecture (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Animal Behavior & Ethology (AREA)
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  • Public Health (AREA)
  • Veterinary Medicine (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Retaining Walls (AREA)

Abstract

본 발명은 지반이 약한 경사면이나 용지의 확보를 위한 성토부 또는 홍수 등의 자연재해로 인하여 형성되는 붕괴지역의 현장 여건의 시공 계획에 의하여 선정된 절토부의 절취사면(1)과 성토부의 하단부에 기초반요입부(2)와 기초다짐층(3)이 되도록 시공 설치한 다음, 기초다짐층(3)의 상부로 하류수배출관(4)이 연통된 구조의 하류수집수유공관(5)을 깔아 설치하고, 그 상부로는 절토수유공배수관(8)의 내,외부에 내,외부배수필터(6)(7)를 포접시켜 형성한 구조의 절토수유입배수재(9)를 절취사면(1)에 밀착 지지되게 입설하여 기초배수구조물(10)이 되도록 시공 설치하고, 연속강섬유텍솔을 단계적으로 압출 분사 다짐시켜 강섬유보강텍솔옹벽다짐층(11)이 되도록 시공 설치하며, 그 전면부를 PVC코팅철망(12)으로서 덮어씌워 고정설치 한 다음, 비료혼합식생텍솔녹화토층(13)이 부착 설치 되도록 시공 설치하여 본 발명의 시공 설치 작업을 완료하는 절취사면의 강섬유보강텍솔옹벽의 시공방법에 관한 것으로, 장마비 또는 폭우 등으로 원지반에 갑자기 많이 함유되는 수분(물)이 절취사면(1)의 전면부에 밀착 고정설치한 절토수유입배수재(9)에 의하여 충분히 유입배수되어 원활하게 배수되도록 함으로써 원지반(1a)의 절취사면(1)에 밀착되어 고정설치된 절토수유입배수재(9)가 이완되거나 탈이 되는 일이 없이 절취사면(1)의 견고성과 안정성을 유지하여 기초 지반의 부등침하 및 소성변형에 대한 문제점을 해결할 수 있도록 제안된 것임.The present invention is based on the cut slope (1) of the cut part and the bottom part of the fill part selected by the construction plan of the site conditions of the collapsed area formed due to natural disasters such as the flooding part or flood for securing the land or the inclined ground with weak ground. Install and install the concave inlet part 2 and the foundation compaction layer 3, and install the downstream collecting oil pipe 5 having a structure in which the downstream water discharge pipe 4 is connected to the upper portion of the foundation compaction layer 3. In the upper portion, the cut water inflow drainage material (9) formed by the internal and external drainage filter (6) and (7) formed inside and outside the cut water supply and drainage pipe (8) closely adheres to the cut surface (1). It is installed to be supported and installed to be the basic drainage structure (10), and is installed to be a steel fiber reinforced texol retaining wall compaction layer (11) by extruding and compacting the continuous steel fiber texol step by step, PVC coated wire mesh (12) As a cover, fixed installation and then fertilizer mixed vegetation It relates to the construction method of the steel fiber reinforcement tex retaining wall of the cut-off slope to complete the installation installation work of the present invention by installing so that the sol rust soil layer (13) is attached to the installation, the moisture (water) suddenly contained in the ground due to rainy rain or heavy rain Cut water in close contact with the cutting slope (1) of the base (1a) by allowing the inflow and drainage to be smoothly drained by the cut water inlet drainage (9) installed and fixed to the front of the cutting slope (1). It is proposed to solve the problems of uneven settlement and plastic deformation of the foundation ground by maintaining the robustness and stability of the inclined slope (1) without the inflow drainage material (9) being relaxed or detached.

Description

절취사면의 강섬유보강텍솔옹벽의 시공방법{a construction method of reinforced textile texsol breast wall}Construction method of reinforced textile texsol breast wall

도 1은 본 발명의 시공 상태를 절단하여 보인 사시도1 is a perspective view showing the construction of the present invention cut

도 2는 도 1의 A-A선 단면도2 is a cross-sectional view taken along the line A-A of FIG.

도 3은 도 1의 B-B선 단면도3 is a cross-sectional view taken along the line B-B of FIG.

도 4는 도 1의 C-C선 단면도4 is a cross-sectional view taken along the line C-C of FIG.

도 5는 본 발명의 시공 과정 상태도5 is a construction process state diagram of the present invention

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

1:절취사면 1a:원지반 2:기초반요입부1: cutting slope 1a: base plate 2: foundation base

3:기초다짐층 4:하류수배출관 5:하류수집수유공관3: Foundation compaction layer 4: Downstream water discharge pipe 5: Downstream collecting oil pipe

6:내부배수필터 6a:내,외부필터상단부 7:외부배수필터 6: Internal drain filter 6a: Upper part of internal and external filter 7: External drain filter

7a:외부필터하단부 8:절토수유공배수관 9:절토수유입배수재7a: Bottom of outer filter 8: cutting water drainage pipe 9: cutting water inlet drainage

10:기초배수구조물 11:강섬유보강텍솔옹벽다짐층10: Basis drainage structure 11: Steel fiber reinforced texol retaining wall compaction layer

12:PVC코팅철망 13:비료혼합식생텍솔녹화층12: PVC coated wire mesh 13: Fertilizer mixed biotex recording layer

14:강섬유보강텍솔옹벽 15,15a:착지핀 14: steel fiber reinforced texol retaining wall 15, 15a: landing pin

본 발명은 지반이 약한 경사면이나 용지확보를 위한 성토부 및 절토부(토목공사) 등에 의하여 인위적으로 형성되거나 또는 홍수 등의 자연 재해로 인하여 형성되는 붕괴지역의 보강공사를 간단한 구조물과 조성물 및 시공성에 의하여 수직에 가까운 경사 각도를 유지하면서도 기초지반의 부등침하 및 소성변형에 대한 문제점을 해소하며 옹벽의 안전하고, 간단한 구조물로서 단기시공으로 용이하게 시공설치 작업을 완료하여 경제성을 높일 수 있도록 제안된 절취사면의 강섬유보강텍솔옹벽의 시공방법에 관한 것이다.The present invention provides a simple structure, composition and constructability of the reinforcement work of the collapsed area formed artificially by the ground or cut section (civil engineering), etc. for securing the ground or the ground, or due to natural disasters such as flooding. By maintaining the angle of inclination close to the vertical, it solves the problems of uneven settlement and plastic deformation of the foundation ground, and it is a safe and simple structure of the retaining wall. A method of constructing a steel fiber reinforced tex retaining wall of a slope.

종래에 제한된 바 있는 등록특허공보에 게재된 특허제10-0631380호(공고일자;2006년10월14일)에 있어서는 상세한 설명 및 특허청구범위에 기재된 바와 같이 절취사면의 생태복원을 위한 강섬유함유 합성녹화토의 시공방법에 관한 것으로 「절취사면(1)의 경사도에 따라 그 표면에 PVC코팅철망(2a),PVC코팅철선(3a)(3b) 또는 폴리에스테르망(2b)을 설치하고,엥커핀(4) 및 착지핀(5)으로 고착시키고, 합성녹화토(11)와 폴리에스테르사의 강섬유(12) 및 물을 함께 혼합하여 강섬유함유 합성녹화토(13)를 취부하며, 강섬유함유 합성녹화토(13)가 상기 각 구조물(2a)(2b)(3a)(3b)(4)(5)과 응집되면서 절취사면(1)에 일체적으로 시공되도록 하는 공법」으로써 토립자의 점착력,응집력을 증진시켜 절취사면 표면부의 세굴 및 탈락현상이 없이 원지반을 안정시키고 양호한 보습 및 영양상태로 식물이 단기간에 생장할 수 있고 영구적인 녹화조성으로 친환경적인 생태복원을 가능하도록 한 발명」임을 알 수 있습니다.
이와 같은 인용발명 1은 본원발명의 출원인이 실시한 바에 의하면 절취사면(1)에 취부되는 강섬유함유 합성녹화토(13)가 각 구조물(2a)(2b)(3a)(3b)(4)(5) 및 토립자와의 점착력이나 응집력은 양호하지만 장마비 또는 폭우로 인하여 원지반(14)에 수분의 함유량이 급자기 많아지거나 이러한 현상이 장기간 지속될 경우에는 원지반(14)이 수분(물)을 감당하지 못하고 절취사면(1)으로 유출되어 절취사면(1)에 취부된 강섬유함유 합성녹화토(13)의 취부상태가 이완되거나 탈이되는 결점이 있었다.Patent No. 10-0631380 (published date; October 14, 2006) published in the Patent Publication, which has been limited in the prior art, as described in the detailed description and claims, steel fiber-containing synthesis for ecological restoration of the cut-off slope According to the construction method of green soil, "PVC coated wire mesh (2a), PVC coated wire (3a) (3b) or polyester net (2b) is installed on the surface according to the inclination of cutting slope (1), and anchor pin ( 4) and the landing pin (5), and the synthetic green soil (11), polyester fiber's steel fiber (12) and water are mixed together to install the steel fiber-containing synthetic green soil (13), and the steel fiber-containing synthetic green soil ( 13) agglomerates with each of the structures 2a, 2b, 3a, 3b, 4, and 5 so as to be integrally installed on the cutout surface 1, thereby increasing the cohesion and cohesion of the granules. Stabilizes the foundation base without scour and dropping from the cut surface, and provides good moisture and nutrition This state can be plant growth in the short term and create a permanent record can see that the invention "to enable sustainable ecological restoration.
According to the applicant of the present invention, the present invention cited according to the present invention, the steel fiber-containing synthetic green soil 13 attached to the cut slope 1, each structure (2a) (2b) (3a) (3b) (4) (5) Cohesion and cohesion with the granules is good, but due to the rainy season or heavy rain, the moisture content in the base 14 increases rapidly or when the phenomenon persists for a long time, the base 14 does not handle water (water) and is cut off. There was a defect that the mounting state of the steel fiber-containing synthetic green soil 13, which flowed out to the slope 1 and attached to the cut slope 1, was relaxed or detached.

삭제delete

또한, 특허공개공보에 게재된 공개번호 특1999-0068661호(공개일자; 1999.09.06)에 있어서는 경사면이완부(2)의 상,하부로부터 원지반(1)에 이르도록 뚫어 설치하는 상,하부 그라우팅홀(4)(4a)의 내부에 머리나사부를 갖는 길고 짧은 강심봉(7)(7a)을 각각 심설하여 시멘트몰탈을 중력식 반복 그라우팅시킴으로써 길고 짧은 강심보강말뚝(8)(8a)이 되도록 하며, 전면부에 돌출되는 머리나사부에 보호망(11)이 착지되도록 가압판(10)을 개재하여 와셔(12)와 너트(13)로서 결착시킨 다음, 비료혼합장섬유보강토인 텍솔녹화토(14a)를 주사 시공법으로 압착하여 텍솔녹화토층(14)이 되도록 시공 설치하는 "경사이완부의 보강체형성 및 텍솔녹화토 사면보호 시공방법 및 구조"에 관한 것이다.In addition, in Japanese Patent Laid-Open Publication No. 1999-0068661 (published date; 1999.09.06), the upper and lower grouting drilled from the upper and lower parts of the inclined surface loosening part 2 to the base plate 1 is installed. Long and short core rods (7) (7a) having head screws inside the holes (4) and (4a), respectively, are laid to make the long and short core reinforcement piles (8) and (8a) by gravity repeat grouting cement mortar. It binds as a washer 12 and a nut 13 through the pressure plate 10 so that the protection net 11 lands on the head screw which protrudes from the front part, and then it injects the texol green soil 14a which is a fertilizer mixed long fiber reinforced soil. The present invention relates to a "reinforcement formation and a texol green soil protection construction method and structure of a light-stiffened section" which are installed to be texol green soil layer 14 by pressing in a construction method.

이와 같은 종래의 것에 있어서는 텍솔녹화토층(4)이 와셔(12)와 너트(13)에 의하여 길고 짧은 강심보강말뚝(8)(8a)을 형성하고 있는 길고 짧은 강심봉(7)(7a)의 머리부에 가압판(10)으로 착지된 보호망(11)에 얽힘되어 견고하게 압착되었으나 경사이완부(2)의 배수 작용이 미흡하여 쉽게 붕괴되는 결점이 있으며, 길고 짧은 강봉(7)(7a)과 와셔(12), 가압판(10) 및 시멘트몰탈 등의 여러 종류의 원자재가 소요되고 특히 시멘트몰탈을 양생시키는 시공단계에 의하여 시공 설치기간이 많이 소요되는 등으로 인하여 공사 비용이 가중되는 등의 비경제적인 결점이 있었다.In this conventional case, the texol green soil layer 4 is formed by the washer 12 and the nut 13 of the long and short steel core rods 7 and 7a which form the long and short core core piles 8 and 8a. It is entangled in the protection net 11 landed by the pressure plate 10 in the head portion, but firmly compressed, but there is a drawback that easily collapses due to insufficient drainage action of the inclined relaxation part 2, and long and short steel rods 7 and 7a. Various kinds of raw materials such as washer 12, pressure plate 10, and cement mortar are required, and the construction cost is increased due to the large construction period due to the curing step of curing cement mortar. There was a flaw.

본 발명은 종래의 제반 결점을 해결하기 위하여 절토수유공배수관의 내,외부에 내,외부배수필터를 포접시켜 형성한 절토수유입배수재를 하류수배출관을 연통 되게 연결시킨 구조의 하류수집수유공관의 상부에 입설한 상태에서 절취사면에 밀착 설치하여 연속강섬유텍솔을 압출 분사시키고, PVC코팅철망으로 덮어씌워 고정 설치한 다음, 비료혼합식생텍솔녹화토를 시공 설치하여 시공작업을 완료하는 절취사면의 강섬유보강 텍솔 옹벽의 시공 방법에 관한 것으로, 장마비 또는 폭우 등으로 원지반에 갑자기 많이 함유되는 수분(물)이 절취사면의 전면부에 밀착고정설치한 절토수유입배수재에 의하여 충분히 유입 배수되어 원지반의 절취사면과 절토수유입배수재가 이완되거나 탈이 되는 일이 없이 절취사면의 견고성과 안전성을 유지하여 부등침하 및 소성변형에 대한 문제점을 해결할 수 있도록 함에 목적이 있다.The present invention provides a downstream water collecting pipe having a structure in which a cutwater inflow drainage formed by enclosing an internal and an external drainage filter in and out of a cutoff water distribution pipe is connected to a downstream water discharge pipe in order to solve the conventional drawbacks. The steel fiber of the cut-off slope is installed in close contact with the cut-off surface by extrusion, spraying continuous steel fiber texsol, covering it with PVC-coated wire mesh, and fixing it, and then installing the fertilizer mixed biotexol green soil to complete the construction work. Regarding the construction method of reinforcing texol retaining wall, the water (water) which is suddenly contained in the ground surface due to rainy season or heavy rain is sufficiently inflowed and drained by the cut water inflow drainage installed in close contact with the front side of the cutting slope, Uneven settlement by maintaining the robustness and safety of the cut slope without loosening or dewatering the inflow drainage As it is aimed to solve the problems of plastic deformation.

본 발명은 지반이 약한 경사면이나 용지확보를 위한 성토부 및 토목공사 등에 의하여 인위적으로 형성되는 붕괴지역, 또는 홍수 등의 자연 재해로 인하여 형성되는 붕괴지역의 보강공사를 시행하기 위하여 현장 여건의 시공여건에 의하여 선정된 시공구간이 되는 절취사면과 성토부의 전면에 모래와 강섬유를 혼합하여 이루어지는 연속강섬유보강텍솔을 압출 분사시키면서 시공 설치하는 시공방법에 있어서, 절취사면(1)의 하방으로 기초반요입부(2)를 형성하고 상기 기초반요입부(2)의 내부에 연속강섬유와 모래를 혼합하여 압출 분사시키면서 층다짐하여 기초다짐층(3)을 시공 설치하는 단계의 작업을 완료한다.The present invention is the construction conditions of the site conditions to carry out the reinforcement work of the decay area formed by natural disasters such as the artificially formed decay area, or by the earthwork and civil engineering work to secure the ground In a construction method in which a continuous steel fiber reinforcement tex made of a mixture of sand and steel fibers on the front surface of a cut slope and a fill section, which is selected by the construction section, is installed by extrusion injection, the base semi-indentation portion (below the cut surface 1) 2) to form a compaction while mixing the extrusion of the continuous steel fibers and sand in the interior of the base semi-concave injection part (2) to complete the work of installing the foundation compaction layer (3).

상기 기초다짐층(3)의 상부로는, 하류수배출관(4)을 일정한 간격마다 연통 되게 끼워 물림시켜 설치시킨 구조의 하류수집수유공관(5)을 깔아 설치한다.In the upper part of the foundation compaction layer 3, the downstream collection pipe 5 is installed with a structure in which the downstream water discharge pipe 4 is interposed and installed at regular intervals.

이때, 하류수집수유공관(5)이 절취사면(1)의 직하방에 위치하도록 깔아 설치한다.At this time, the downstream collecting oil pipe (5) is installed to be located directly below the cut slope (1).

상기 하류수집수유공관(5)의 상부로는 내,외부배수필터(6)(7)로서 절토수유공배수관(8)의 내,외부를 포접하여 형성한 구조의 절토수유입배수재(9)를 절취사면(1)에 밀착지지되게 입설하여 설치하되, 상기의 절토수유입배수재(9)를 형성하는 내,외부배수필터상단부(6a)는 절취사면(1)의 상단 내측으로 절곡하여 착지핀(15)을 박아 고정하고, 내,외부배수필터(6)(7)의 하단부는 하류수집수유공관(5)을 감싸지게 둘러 말아 고정설치함으로써, 기초배수구조물(10)을 시공 설치하는 단계의 작업을 완료한다.The upper portion of the downstream collecting and collecting pipe (5) is an internal and external drainage filter (6) (7) is a cut water inflow drainage (9) of the structure formed by covering the inside and the outside of the cut water supply and drainage pipe (8). Installed and installed so as to be in close contact with the cutting slope (1), the inner and outer drain filter upper end (6a) forming the cut water inlet drainage (9) is bent into the upper end of the cutting slope (1) to the landing pin ( 15) by driving the fixed, and the lower end of the inner and outer drain filter (6) (7) wrapped around the downstream collecting oil pipe (5) to be fixed and installed, the work of the step of installing the foundation drainage structure (10) To complete.

이때, 절취사면(1)에 밀착되게 입설하는 절토수유입배수재(9)는 내,외부배수필터(6)(7)를 제작시에 두겹의 배수필터를 층접하여 일정한 간격마다 형성시켜 놓은 내,외부배수필터(6)(7)의 일정간격마다 이격된 삽입홈에 절토수유공배수관(8)을 삽입 설치한 결합구성으로써 취급 및 시공 설치시에 절토수유공배수관(8)의 위치가 변동되는 일이 없도록 하였으며, 각 절토수유공배수관(8)의 간격은 40 ~ 70㎝로 하며, 또한, 상기 하류수집수유공관(5)에 연통 되게 끼워 물림 시켜 설치한 각 하류수배출관(4)의 간격은 200 ~ 500㎝가 바람직하였다. At this time, the cut water inlet drainage material 9 which is placed in close contact with the cutout surface 1 is formed by forming two layers of drain filters at regular intervals when the inner and outer drain filters 6 and 7 are manufactured. The cut-and-water drainage pipe 8 is inserted into the insertion groove spaced at regular intervals of the external drain filter 6, 7 so that the position of the cut-and-water drainage pipe 8 changes during handling and installation. The interval between each cut and drainage drainage pipe 8 is 40 to 70 cm, and the gap between each downstream drainage pipe 4 installed by being inserted into the downstream collecting and draining pipe 5 so as to be in communication. Silver was preferably 200 to 500 cm.

또한, 기초배수구조물(10)의 시공 작업시에 절취사면(1)에 접설 되도록 시공 설치하는 내, 외부배수필터(6)(7)는 시공 설치시의 좌·우 방향으로 180 ~ 250cm 폭이 적합하며, 또 다른 내, 외부배수필터(6)(7)를 연속적으로 시공 설치할 시에는 서로 겹치는 내,외부배수필터(6)(7)의 양단부가 상호 10cm 이상으로 겹치게 시공 설치하는 것이 바람직하다.In addition, the internal and external drainage filters 6 and 7, which are installed so as to be connected to the cutout surface 1 during the construction of the foundation drainage structure 10, have a width of 180 to 250 cm in the left and right directions at the time of installation. It is preferable to install the inner and outer drainage filters (6) and (7) in a continuous manner. When both ends of the inner and outer drainage filters (6) and (7) overlap each other, it is preferable to install them so that they overlap each other by 10 cm or more. .

이와 같이 기초배수구조물(10)의 시공 설치하는 단계의 작업이 완료된 절취사면(1)에는 도 5에 도시한 통상의 시공법에 의한 시공 상태에 의하여 연속강섬유(원사;Polyester Flat Yarn) 0.15 ~ 0.25 중량%와 모래 99.75 ~ 99.85 중량% 의 비율로 혼합시킨 연속강섬유텍솔을 압출분사시켜 강섬유보강텍솔옹벽다짐층(11)이 되도록 시공설치하되, 절취사면(1)의 공사구간을 따라 기초다짐층(3)으로부터 1회 포설시에 20 ~30cm 두께가 되도록 단계적으로 시공설치한다.As described above, the cut slope 1 in which the construction of the foundation drainage structure 10 is completed is finished in a construction state by a conventional construction method as shown in FIG. 5 in a continuous steel fiber (polyester (Polyester Flat Yarn)) 0.15 to 0.25 weight The continuous steel fiber texol mixed in the ratio of% and sand 99.75 ~ 99.85% by weight is installed by extrusion spraying to become a steel fiber reinforced texol retaining wall compaction layer (11), but along the construction section of the cut slope (1) ) Install it step by step so that it becomes 20 ~ 30cm thick at the time of one installation

이때, 연속강섬유텍솔을 형성하는 연속강섬유(원사)는 1㎤당 3 - 4kg 정도가 소요되며, 하루에 20 ~ 30㎡ 정도의 범위로 시공 설치함이 바람직하다.At this time, the continuous steel fibers (yarn) forming the continuous steel fiber texol takes about 3-4 kg per cm 3, it is preferable to install in the range of about 20 ~ 30㎡ per day.

이와 같은 시공 설치 작업에 의하여 완료된 강섬유보강텍솔옹벽다짐층(11)의 전면부를 PVC코팅철망(12)으로 덮어씌워 고정 설치한 다음, 연속강섬유텍솔에 화초류나 관목류의 씨앗 및 비료를 혼합시켜 얻어지는 비료혼합식생텍솔녹화토로서 도 5에 도시한 통상의 시공법에 의한 시공 상태에 의하여 압출 분사시킴으로써 상기 비료혼합식생녹화토는 비료혼합식생텍솔녹화층(13)을 형성하면서 PVC코팅철망(12)을 덮어 씌워 고정 설치된 강섬유보강텍솔옹벽(14)을 형성함으로써, 본 발명의 시공 설치작업을 완료한다.Fertilizer obtained by covering the front part of the steel fiber reinforced texol retaining wall compaction layer (11) completed by such construction installation and covering it with PVC coated wire mesh (12), and then fixing the seeds and fertilizers of plants or shrubs with the continuous steel fiber texsol. As the mixed vegetation texol green soil, the fertilizer mixed vegetation green soil is covered by the PVC coating wire mesh 12 while forming the fertilizer mixed vegetal green soil layer 13 by extruding by the construction state according to the conventional construction method shown in FIG. The construction installation work of this invention is completed by forming the steel fiber reinforced tec retaining wall 14 which was covered and fixed.

이와 같은 본 발명은 본 발명의 기초배수구조물(10)을 시공 설치함에 있어서 현장 여건에 따라 절토수유입배수재(9)를 결합구성하고 있는 내,외부배수필터(6)(7)와 PVC코팅철망(12)을 고정하기 위하여 별도의 길고 짧은 착지핀(15)(15a)을 절취사면(1)의 원지반(1a)과 강섬유보강텍솔옹벽다짐층(11)에 이르도록 각각 박아주는 것이 바람직하였다In the present invention, in the installation and installation of the basic drainage structure (10) of the present invention, the internal and external drainage filter (6) (7) and PVC-coated wire mesh which combines the cut water inflow drainage (9) according to the site conditions In order to fix (12), it was desirable to drive separate long and short landing pins 15 and 15a to the base plate 1a and the steel fiber reinforced texol retaining wall compaction layer 11 of the cutout surface 1, respectively.

따라서 화초류나 관목류의 씨앗이 발아되거나 또는 식재한 화초류나 과목수의 뿌리 발에 의하여 얽혀지게 되는 비료혼합식생텍솔녹화토층(13)과 강섬유보강텍솔옹벽다짐층(11)의 인장력이 강화되어 강섬유텍솔옹벽(14)의 견실함을 더욱 향상 시킬 수 있었다.Therefore, the tensile strength of the fertilizer mixed vegetation green soil layer (13) and the steel fiber reinforced texol retaining wall compaction layer (11), in which the seeds of plants or shrubs are germinated or entangled by the roots of planted plants or the number of plants, are strengthened. The robustness of the retaining wall 14 could be further improved.

이와 같은 본 발명의 강섬유텍솔옹벽(14)은 우천시나 폭우 등에 의하여 절취사면(1)으로 흘러들어오는 물은 절토수유입배수재(9)를 결합구성하고 있는 내,외부배수필터(6)(7)의 모세관현상에 의하여 흡습 유입되어 절토수유공배수관(8)을 통하여 하류수집수유공관(5)으로 흘러내리면서 하류수배출관(4)으로 원활하게 배수되고 또한, 강섬유텍솔옹벽(14)의 표면부를 형성하는 비료혼합식생텍솔녹화토층(13)으로부터 유입되는 물은 강섬유보강텍솔옹벽다짐층(11)을 이루고 있는 연속강섬유와 모래가 혼합되는 구조에 의한 모세관 현상으로 배수의 하향작용을 원활하게 하여 하류수배출관(4)을 통하여 신속하게 배출되어 강섬유텍솔옹벽(14)이 항상 견고하고 안전한 상태를 유지하게 되고 특히, 장마비 또는 폭우 등으로 인하여 원지반으로 흡수되는 수분(물)이 절토수유입배수재(9)에 의하여 충분하게 유입배수되므로 원지반(1a)의 배수사면(1)에 밀착되어 고정설치된 절토수유입배수재(9)가 이완되거나 탈이 되는 일이 없이 절취사면(1)이 견고하고 안전한 상태를 유지하여 기초지반의 부등침하 및 소성변형의 염려가 없는 것이다.As described above, the steel fiber textile retaining wall 14 of the present invention has internal and external drainage filters (6) and (7) in which water flowing into the cutout slope (1) by rainy weather or heavy rain comprises a cutwater inflow drainage (9). Moisture absorbed by the capillary phenomenon of the water flows into the downstream water collecting pipe (5) through the cut water supply pipe (8), and smoothly drained to the downstream water discharge pipe (4), the surface portion of the steel fiber texol retaining wall (14) Water flowing from the fertilizer mixed vegetation texol green soil layer 13 to form is a capillary phenomenon by the structure of the continuous steel fibers and sand constituting the steel fiber reinforced texol retaining wall compaction layer 11 to smooth the downward action of the drainage downstream It is quickly discharged through the water discharge pipe 4 so that the steel fiber texol retaining wall 14 is always firm and safe, and in particular, water (water) absorbed into the ground due to rainy season or heavy rain Since the inflow and drainage of the water discharge inlet drainage (9) is sufficient, the cutting slope (1) closes to the drainage slope (1) of the base (1a) and the cut surface inflow drainage (9) fixed and installed is not relaxed or detached. By maintaining a solid and safe state, there is no fear of uneven settlement of the foundation and plastic deformation.

이와 같이 된 본 발명은 기초배수구조물과 연속강섬유텍솔옹벽 및 비료혼합식생텍솔녹화토에 의하여 단기 시공으로 간결하게 시공 설치 작업을 완료함으로써 경제성을 향상할 수 있으며, 절취사면이나 비료혼합식생텍솔녹화토층에 의하여 장마비 또는 폭우 등으로 급자기 많아지는 물이 원지반으로 흡수되어 절토수유입배수재에 의하여 유입배수되는 원활한 배수작용을 발휘하게 되므로 절취사면의 견고성과 안정성을 유지하여 원지반과 이완되거나 탈이되는 일이 없으므로 기초지반의 부등침하 및 소성변형에 대한 문제점을 해결할 수 있는 효과가 있다.Thus, the present invention can improve the economics by completing the construction installation in a short time by the basic drainage structure and continuous steel fiber texol retaining wall and fertilizer mixed vegetation green soil, short cut slope or fertilizer mixed vegetation green soil layer Water that is rapidly increased due to rainy season or heavy rain is absorbed into the ground and exhibits a smooth drainage effect by inflow and drainage by the cut water inlet drainage. There is no effect that can solve the problems of uneven settlement and plastic deformation of the foundation ground.

Claims (2)

토목,건축공사 또는 자연재해로 인하여 발생되거나 자연상태의 필요한 장소에 인위적으로 형성되는 절취사면(1)을 시공계획에 따라 시공구간을 측량하고 절토하여 형성되는 기초지반요입부(2)에 하류수배수관(4)이 누워지게 매설되도록 기초다짐층(3)이 시공되고, 절취사면(1)에는 상기 하류수배수관(4)과 연통되는 하류수집수유공관(5)이 설치되고, 하류수집수유공관(5)의 상부인 절취사면(1)의 전면부에 접설되는 절토수유공배수관(8)의 전면부에 연속강섬유텍솔이 압출분사되어 강섬유보강텍솔옹벽다짐층(11)이 되도록 부착 다짐되어 시공설치되고, 상기 강섬유보강텍솔옹벽다짐층(11)의 전면부를 PVC코팅철망(12)으로 덮어씌워 다수의 착지핀(15a)을 고정수단으로 고정설치되며, 상기 PVC코팅철망(12)의 전면부에 비료혼합식생텍솔녹화층(12)이 부착시공 설치되어 이루어지는 강섬유보강텍솔옹벽의 시공방법에 있어서,A downstream slope (1) formed by surveying and cutting the construction section according to the construction plan of the cut slope (1) generated by civil engineering, construction work, or natural disaster or artificially formed at the required place in the natural state. A foundation compaction layer 3 is constructed so that the drain pipe 4 is laid so that the drain pipe 4 is laid, and a downstream collecting oil pipe 5 connected to the downstream drain pipe 4 is installed at the cutoff slope 1, and the downstream collecting oil pipe is installed. The continuous steel fiber texol is extruded and sprayed to the front surface of the cut water and water drainage pipe 8 which is connected to the front part of the cut slope 1, which is the upper part of (5), so that it is compacted so as to be a steel fiber reinforced texol retaining wall compaction layer (11). It is installed, and covers the front part of the steel fiber reinforced texol retaining wall compaction layer 11 with a PVC coated wire mesh 12 fixed to a plurality of landing pins (15a) as a fixing means, the front portion of the PVC coated wire mesh 12 Attachment of fertilizer mixed biotex green layer (12) According to the construction method of a retaining wall made of steel fiber reinforced teksol, 상기 절토수유공배수관(8)의 내,외부에 내,외부배수필터(6)(7)를 포접하여 결합시킨 구성의 절토수유입배수재(9)를 절취사면(1)의 전면부에 밀착고정되도록 시공설치하는 단계와;The cut-water inflow drainage material 9 of the configuration in which the inner and outer drainage filters 6 and 7 are bonded to the inside and the outside of the cut-off water drainage pipe 8 is fixed to the front of the cut-out slope 1. Installing and installing; 상기 절토수유입배수재(9)의 전면부에 연속강섬유텍솔을 압출분사시켜 시공설치되는 강섬유보강텍솔옹벽다짐층(11)과 절토수유입배수재(9)가 응집되어 일체적으로 결합되도록 시공설치하는 단계에 의하여 시공설치함을 특징으로 한 절취사면의 강섬유보강텍솔옹벽의 시공방법.The steel fiber reinforced texol retaining wall compaction layer 11 and the cutwater inlet drainage layer 9, which are installed by extrusion spraying the continuous steel fiber texsol on the front surface of the cutwater inflow drainage 9, are installed to be integrally combined. A method of constructing a steel fiber reinforced texol retaining wall of a cut slope characterized in that the construction is installed by a step. 삭제delete
KR1020070010039A 2007-01-31 2007-01-31 a construction method of reinforced textile texsol breast wall Expired - Fee Related KR100851845B1 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102124342B1 (en) 2019-06-24 2020-06-18 이양석 A gravitationally rusted vegetation panel that can be planted in a prefabricated part of the cut ground

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200258888Y1 (en) 2001-09-18 2001-12-28 주식회사 대우엔지니어링 Drain structure of breast wall construction of sump area
KR100631380B1 (en) 2006-05-16 2006-10-04 김성철 Construction Method of Synthetic Green Soil Containing Steel Fiber for Ecological Restoration of Cutout Slopes

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200258888Y1 (en) 2001-09-18 2001-12-28 주식회사 대우엔지니어링 Drain structure of breast wall construction of sump area
KR100631380B1 (en) 2006-05-16 2006-10-04 김성철 Construction Method of Synthetic Green Soil Containing Steel Fiber for Ecological Restoration of Cutout Slopes

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102124342B1 (en) 2019-06-24 2020-06-18 이양석 A gravitationally rusted vegetation panel that can be planted in a prefabricated part of the cut ground

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