KR200304444Y1 - A united protective wall structure of a sidewalk at the top of a revetment of reinforced earth on the road - Google Patents
A united protective wall structure of a sidewalk at the top of a revetment of reinforced earth on the road Download PDFInfo
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- KR200304444Y1 KR200304444Y1 KR20-2002-0033481U KR20020033481U KR200304444Y1 KR 200304444 Y1 KR200304444 Y1 KR 200304444Y1 KR 20020033481 U KR20020033481 U KR 20020033481U KR 200304444 Y1 KR200304444 Y1 KR 200304444Y1
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- sidewalk
- retaining wall
- road
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- protection
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
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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
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/221—Kerbs or like edging members, e.g. flush kerbs, shoulder retaining means ; Joint members, connecting or load-transfer means specially for kerbs
- E01C11/223—Kerb-and-gutter structures; Kerbs with drainage openings channel or conduits, e.g. with out- or inlets, with integral gutter or with channel formed into the kerb ; Kerbs adapted to house cables or pipes, or to form conduits
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
- E02D29/0241—Retaining or protecting walls comprising retention means in the backfill the retention means being reinforced earth elements
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0006—Plastics
- E02D2300/0009—PE
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/20—Miscellaneous comprising details of connection between elements
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Architecture (AREA)
- Hydrology & Water Resources (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
본 고안은 도로의 보강토 옹벽 상단보도부 복합형 방호책 구조에 관한 것으로, 보다 상세하게는 보강토 옹벽상단 보도구간의 방호책과 경계석을 일체로 연결함으로써 보도부를 형성하여 우기시 보도부의 빗물이 누수되지 않도록 하고, 특히 보도부에 빗물을 완전히 차단하기 위해 방수층을 설치함으로써 보도부의 침하 방지 및 구조물의 변형을 방지하도록 한 도로의 보강토 옹벽 상단 보도부 복합형 방호책 구조에 관한 것이다.The present invention relates to the structure of the composite barrier protection structure of the upper sidewalk section of the reinforced earth retaining wall of the road, more specifically, by forming the sidewalk by integrally connecting the guard and the boundary stone of the sidewalk section of the upper reinforcement earth retaining wall, so that rainwater from the sidewalk during the rainy season, In particular, the present invention relates to a composite protection structure of the sidewalk part of the reinforcement soil retaining wall of the road to prevent the settlement of the sidewalk and to prevent deformation of the structure by installing a waterproof layer to completely block rainwater on the sidewalk.
본 고안의 목적은 보강토 옹벽 상단보도부의 누수를 방지함으로써, 보강토 구간의 침하와, 이로 인해 빗물이 침투됨과 동시에 하부로의 침하가 전이되면서 발생되는 도로 연쇄붕괴 현상을 미연에 차단할 수 있으며, 옹벽 상단보도부의 구조물의 변형을 방지할 수 있어 유지보수 비용을 절감할 수 있을 뿐만 아니라, 안전성이 향상된 복합형 도로부 방호책 구조를 제공함에 있다.The purpose of the present invention is to prevent the leakage of the upper reinforcement soil retaining wall, the sediment of the reinforcement soil section, and the rainwater infiltrates and at the same time it can block the road chain collapse phenomenon caused by the transition to the lower part, and the top of the retaining wall It is possible to prevent the deformation of the structure of the sidewalk to reduce the maintenance cost, and to provide a complex road protection structure with improved safety.
상기 목적을 달성하기 위한 본 고안의 구성은, 도로의 보강토 옹벽 상단에 구비된 방호책과, 상기 방호책과 일정간격을 두고 토사 상부에 구비된 보차도경계석과, 상기 방호책과 상기 보차도경계석 사이에 형성된 보도부 포장과, 상기 보차도경계석의 타측으로 상기 토사 상면에 구비된 도로 포장으로 이루어진 구조에 있어서, 상기 방호책과 보차도 경계석이 일체화 되어 토사와 보강토 옹벽 상면에 구비된 복합형 보도부 방호책과, 상기 복합형 보도부 방호책의 상면에 구비된 방수층과, 상기 방수층의 상면에 구비된 보도부와, 상기 도로 포장 저면에 구비된 인장제폴리에틸렌 네트론과, 상기 복합형 보도부 방호책과 상기 폴리에틸렌 네트론을 체결하는 결속부재를 포함하여 구성되는 것을 특징으로 한다.The construction of the present invention for achieving the above object, the protective fence provided on the top of the retaining wall retaining wall of the road, and the guard road boundary stone provided at the top of the earth and sand with a predetermined interval between the protective book, and the sidewalk pavement formed between the protective measure and the sidewalk boundary stone And, in the structure consisting of pavement provided on the upper surface of the earth and sand to the other side of the guard road boundary stone, the protective barrier and the barrier road boundary stone is integrated, the composite sidewalk protection fence provided on the soil and reinforcement soil retaining wall upper surface, and the composite sidewalk protection of It comprises a waterproofing layer provided on the upper surface, the sidewalk portion provided on the upper surface of the waterproofing layer, the tensioning polyethylene netron provided on the bottom surface of the road pavement, the binding member for fastening the composite sidewalk protection and the polyethylene netron. It is characterized by.
Description
본 고안은 도로의 보강토 옹벽 상단보도부 복합형 방호책 구조에 관한 것으로, 보다 상세하게는 보강토 옹벽상단 보도구간의 방호책과 경계석을 일체로 연결함으로써 보도부를 형성하여 우기시 보도부의 빗물이 누수되지 않도록 하고, 특히 보도부에 빗물을 완전히 차단하기 위해 방수층을 설치함으로써 보도부의 침하 방지 및 구조물의 변형을 방지하도록 한 도로의 보강토 옹벽 상단 보도부 복합형 방호책 구조에 관한 것이다.The present invention relates to the structure of the composite barrier protection structure of the upper sidewalk section of the reinforced earth retaining wall of the road, more specifically, by forming the sidewalk by integrally connecting the guard and the boundary stone of the sidewalk section of the upper reinforcement earth retaining wall, so that rainwater from the sidewalk during the rainy season, In particular, the present invention relates to a composite protection structure of the sidewalk part of the reinforcement soil retaining wall of the road to prevent the settlement of the sidewalk and to prevent deformation of the structure by installing a waterproof layer to completely block rainwater on the sidewalk.
도 1은 일반적으로 시공하고있는 보강토옹벽 상단보도부 시공의 일예를 도시하고 있다.Figure 1 shows an example of the construction of the reinforcement soil retaining wall top section in general construction.
도시한 바와 같이, 상기 보강토옹벽 상단보도 구간의 시공은 방호책과 경계석을 별도 시공하고 있다.As shown in the figure, the construction of the upper reinforcement soil retaining wall is a construction of a protective measure and the boundary stone separately.
상기 보도부는 보강토 옹벽(140)과, 상기 보강토 옹벽(140) 상단에 방호책(120)을 구성하고 일정한 간격을 두고 일측에 보차도경계석(130)을 구성하며 그 사이에 보도부포장(80) 부분으로 구성되어 있다.The sidewalk portion comprises a reinforcement soil retaining wall 140 and the protective barrier 120 on the top of the reinforcement soil retaining wall 140 and the sidewalk paving stone 130 on one side at regular intervals and the sidewalk pavement 80 part therebetween. It is.
상기와 같이 구성된 보강토 옹벽(140) 상단 보도부(80)는, 우기시 보도부(80)의 빗물이 누수되어 보도부(80) 하부의 지반침하현상이 발생된다.Reinforced soil retaining wall 140, the upper sidewalk portion 80 is configured as described above, the rainwater of the sidewalk portion 80 during the rainy season is leaked ground subsidence phenomenon occurs under the sidewalk portion (80).
이로 인해, 보강토 옹벽(140)의 전도현상까지 발생되어 도로의 안전에 심각한 영향을 주게되는 문제가 발생된다.As a result, a problem occurs that occurs until the conduction phenomenon of the reinforced soil retaining wall 140 has a serious effect on the safety of the road.
본 고안의 상기 제반 문제점을 해결하기 위해 안출된 것으로서, 본 고안의목적은 보강토 옹벽 상단보도부의 누수를 방지함으로써, 보강토 구간의 침하와, 이로 인해 빗물이 침투됨과 동시에 하부로의 침하가 전이되면서 발생되는 도로 연쇄붕괴 현상을 미연에 차단할 수 있으며, 옹벽 상단보도부의 구조물의 변형을 방지할 수 있어 유지보수 비용을 절감할 수 있을 뿐만 아니라, 안전성이 향상된 복합형 도로부 방호책 구조를 제공함에 있다.In order to solve the above problems of the present invention, the purpose of the present invention is to prevent the leakage of the upper reinforcement soil retaining wall, the settlement of the reinforcement soil section, and the rainwater penetrates at the same time as the settlement of the lower portion occurs It is possible to prevent the road chain collapse phenomenon in advance, and to prevent the deformation of the structure of the retaining wall upper side of the structure to reduce the maintenance cost, and to provide a composite road protection system with improved safety.
상기 목적을 달성하기 위한 본 고안의 구성은, 도로의 보강토 옹벽 상단에 구비된 방호책과, 상기 방호책과 일정간격을 두고 토사 상부에 구비된 보차도경계석과, 상기 방호책과 상기 보차도경계석 사이에 형성된 보도부 포장과, 상기 보차도경계석의 타측으로 상기 토사 상면에 구비된 도로 포장으로 이루어진 구조에 있어서, 상기 방호책과 보차도 경계석이 일체화 되어 토사와 보강토 옹벽 상면에 구비된 복합형 보도부 방호책과, 상기 복합형 보도부 방호책의 상면에 구비된 방수층과, 상기 방수층의 상면에 구비된 보도부와, 상기 도로 포장 저면에 구비된 인장제 폴리에틸렌 네트론과, 상기 복합형 보도부 방호책과 상기 폴리에틸렌 네트론을 체결하는 결속부재를 포함하여 구성되는 것을 특징으로 한다.The construction of the present invention for achieving the above object, the protective fence provided on the top of the retaining wall retaining wall of the road, and the guard road boundary stone provided at the top of the earth and sand with a predetermined interval between the protective book, and the sidewalk pavement formed between the protective measure and the sidewalk boundary stone And, in the structure consisting of pavement provided on the upper surface of the earth and sand to the other side of the guard road boundary stone, the protective barrier and the barrier road boundary stone is integrated, the composite sidewalk protection fence provided on the soil and reinforcement soil retaining wall upper surface, and the composite sidewalk protection of It comprises a waterproofing layer provided on the upper surface, the sidewalk portion provided on the upper surface of the waterproofing layer, the tensioning polyethylene netron provided on the bottom of the road pavement, the binding member for fastening the composite sidewalk protection and the polyethylene netron. It is characterized by.
도 1은 종래의 보강토 옹벽상단의 측단면도,1 is a side cross-sectional view of a conventional reinforced soil retaining wall upper end,
도 2는 본 고안에 따른 보강토 옹벽상단 보도부 복합형 방호책 구조의 측단면도,Figure 2 is a side cross-sectional view of the structure of the reinforcement soil retaining wall upper sidewalk composite protection measures according to the present invention,
도 3은 본 고안에 따른 보강토 옹벽 상단 보도부 복합형 방호책 구조를 도시한 사시도,Figure 3 is a perspective view showing the structure of the composite protection barrier reinforced upper retaining wall according to the present invention,
< 도면의 주요부분에 대한 부호의 설명 ><Description of Symbols for Major Parts of Drawings>
1 : 보강토 블록 2 : 폴리에틸렌 네트론1: reinforced earth block 2: polyethylene netron
3 : 결속부재 4 : 철근골격3: binding member 4: rebar skeleton
5 : 보도부 바닥 6 : 복합형 도로부 방호책5: sidewalk floor 6: composite roadway protection measures
7 : 방수층 8 : 보도부 포장7: waterproof layer 8: press packing
9 : 도로포장 11 : 토사9: road pavement 11: earth and sand
14 : 보강토 옹벽14: reinforcement retaining wall
이하 첨부된 도면을 참조하여 본 고안에 의한 도로의 보강토 옹벽 상단보도부 복합형 방호책 구조를 상세히 설명한다.Hereinafter, with reference to the accompanying drawings will be described in detail the structure of the reinforced protection retaining wall upper side of the road according to the present invention composite shielding structure.
도 1은 종래의 보강토 옹벽상단의 측단면도이고, 도 2는 본 고안에 따른 보강토 옹벽상단 보도부 복합형 방호책 구조의 측단면도이고, 도 3은 본 고안에 따른보강토 옹벽 상단 보도부 복합형 방호책 구조를 도시한 사시도이다.1 is a side cross-sectional view of a conventional reinforced earth retaining wall upper end, Figure 2 is a side cross-sectional view of the structure of the reinforced composite retaining wall retaining wall upper press section according to the present invention, Figure 3 shows a structure of the reinforced concrete retaining wall top sidewalk-type combined protection measures according to the present invention One perspective view.
본 고안에 의한 보강토 옹벽 상단보도부의 구조는 보차도 경계석과 보강토 옹벽 상단의 방호책과 일체로 한 복합형 보도부 방호책(6) 구조를 상기 보강토 옹벽(14) 안쪽의 다짐된 토사(11) 일측 상단에 인장재인 폴리에틸렌 네트론(2)과 결속부재(3)로 체결하여 구성된다.The structure of the upper reinforcement soil retaining wall according to the present invention is a composite sidewalk protection system (6) structure integrally with the protective barrier at the upper side of the reinforcement soil retaining wall and the reinforcement soil retaining wall tension member on the top of one side of the compacted soil (11) inside the reinforced soil retaining wall (14) It is comprised by fastening with the polyethylene netron (2) and the binding member (3).
또한, 상기 복합형 방호책(6)의 보도부 바닥(5) 상단에 방수층(7)이 구비되고, 상기 방수층(7) 상단에 보도부 포장(8)을 구비하고, 보차도 경계석 타측 토사상면에 구비된 도로 포장(9)으로 이루어진 구조로 구성되있다.In addition, the waterproof layer 7 is provided on the top of the bottom 5 of the side of the composite protection fence 6, the sidewalk pavement 8 is provided on the top of the waterproof layer 7, and the sidewalk is provided on the other soil top surface It consists of a structure consisting of a package (9).
상기 보강토옹벽 상단보도부 복합형 방호책은, 보강토 블록(1)으로 보강토 옹벽(14)을 구성하고 상기 보강토 옹벽(14) 안쪽의 다짐된 토사(11) 일측 상단에 인장재를 구성하는데 상기 인장재는 폴리에틸렌 네트론(2)을 사용한다.The reinforcement retaining wall upper walkway composite protection measures, the reinforcement earth retaining wall (14) constitutes the reinforcement earth retaining wall (14) and the tension member on the top of one side of the compacted soil (11) inside the reinforcement earth retaining wall (14), the tension member is polyethylene four Use Tron (2).
또한, 상기 보강토 옹벽(14) 상단과 인장재 일측 상단에 철근가공조립을 하여 철근 골격(4)을 형성하고 상기 철근골격을 기초로 복합형 도로부 방호책(6)이 구비되며, 상기 복합형 도로부 방호책(6) 일측 하단과 폴리에틸렌 네트론(2)을 결속부제(3)로 체결한 구조를 제공한다.In addition, the reinforced soil retaining wall 14 and the reinforcing bar on the upper side of the tension member to form a reinforcement skeleton (4) and based on the reinforcement skeleton composite road part protection measures (6) is provided, the composite road part protection measures ( 6) Provides a structure in which the lower end of one side and the polyethylene netron (2) is fastened with a binding agent (3).
상기 보도부 바닥(5) 상단에 방수층(7)을 형성하여 빗물이 누수되지 않도록 하여 보도부의 침하를 방지하고 구조물의 변형을 방지한 구조를 형성하며, 상기 방수층(7) 상단에는 보도부 포장(8)을한 구조를 제공한다.Forming a waterproof layer (7) on the top of the bottom of the sidewalk 5 to prevent rain water leakage to form a structure to prevent the settlement of the sidewalk and to prevent deformation of the structure, the side of the waterproofing layer (7) pavement (8) Provides a structure.
또한, 보차도 경계석 타측 토사 상면에 도로 포장(9)을 한 구조를 제공한다.In addition, there is provided a structure in which the road pavement 9 is provided on the upper surface of the sediment on the other side of the boundary road.
상술한 바와 같이 본 고안에 의하면, 보강토 옹벽 상단보도부를 설치하는데 있어 방호책과 보차도경계석을 별도로 시공하지않고 일체로 한 복합일체형으로 보도구간을 시공하여 우기시 보도부의 빗물이 누수되지 않도록 하고 특히 보도부에는 빗물을 완전히 차단하기 위하여 방수층을 설치하여 보도부의 침하를 방지하고 구조물의 변형을 방지하는 효과가 있다.As described above, according to the present invention, in installing the reinforcement soil retaining wall upper sidewalk part, constructing the sidewalk section as a unitary composite type without installing the protective measure and the sidewalk boundary boundary separately so that the rainwater of the sidewalk part during the rainy season is not leaked. By installing a waterproof layer to completely block rainwater, there is an effect of preventing settlement of the sidewalk and deformation of the structure.
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KR20-2002-0033481U KR200304444Y1 (en) | 2002-11-08 | 2002-11-08 | A united protective wall structure of a sidewalk at the top of a revetment of reinforced earth on the road |
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KR20-2002-0033481U KR200304444Y1 (en) | 2002-11-08 | 2002-11-08 | A united protective wall structure of a sidewalk at the top of a revetment of reinforced earth on the road |
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KR200304444Y1 true KR200304444Y1 (en) | 2003-02-15 |
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