KR101034990B1 - Elastic pavement structure and the paving method thereof - Google Patents

Elastic pavement structure and the paving method thereof Download PDF

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KR101034990B1
KR101034990B1 KR1020100099766A KR20100099766A KR101034990B1 KR 101034990 B1 KR101034990 B1 KR 101034990B1 KR 1020100099766 A KR1020100099766 A KR 1020100099766A KR 20100099766 A KR20100099766 A KR 20100099766A KR 101034990 B1 KR101034990 B1 KR 101034990B1
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layer
elastic
ground
permeable
adhesive
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KR1020100099766A
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Korean (ko)
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정희관
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우림건설 주식회사
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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
    • E01C13/00—Pavings or foundations specially adapted for playgrounds or sports grounds; Drainage, irrigation or heating of sports grounds
    • E01C13/02—Foundations, e.g. with drainage or heating arrangements
    • 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
    • E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
    • 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

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)

Abstract

PURPOSE: A front permeable elastic pavement structure and a construction method thereof are provided to maintain the effective elasticity of an elastic layer by making the drainage of the surface of an elastic layer smooth. CONSTITUTION: A front permeable elastic pavement structure comprises a ground reinforcement layer(5), a water permeable layer(3), a surface fixation coat layer(2-1), an adhesive layer(2), and an elastic layer(1). The ground reinforcement layer is installed on the ground(6) to prevent the weakening of the ground and subsidence. The water permeable layer is laminated on the top of the ground reinforcement layer, and a perforated drain pipe is laid thereunder. The surface fixation coat layer fixes the surface of the water permeable layer. The adhesive layer is formed on the top of the surface fixation coat layer. The elastic layer adheres to the adhesive layer.

Description

전면 투수성 탄성포장구조 및 그 시공방법{Elastic pavement structure and the paving method thereof}Elastic pavement structure and the paving method

본 발명은 운동경기나 놀이 등을 위한 체육시설용 코트 특히, 학교 운동장 등에 적용되는 탄성포장구조 및 그 시공방법에 관한 것으로서, 보다 구체적으로는 전면 투수성 탄성포장구조 및 그 시공방법에 관한 것이다.The present invention relates to an elastic packaging structure and a construction method thereof, which are applied to an athletic facility court for athletic games or play, in particular, a school playground, and more particularly, to a front permeable elastic packaging structure and a construction method thereof.

일반적으로 탄성을 갖도록 바닥을 시공하는 장소는 체육, 놀이시설이나 산책로 등으로서, 콘크리트, 아스팔트 등으로 포장한 기반층의 상부에 소정의 탄성을 갖는 탄성 바닥재로 이루어져 있으나, 이러한 종래에 시공된 탄성 바닥재는 콘크리트 기반층의 상부면에 평판 매트형 표면 탄성층을 시공하는 구조로 이루어져 있으므로 상부로부터 가해지는 충격이 탄성층의 두께에 의해서만 분산되는 구조이기 때문에 운동경기를 하는 과정에서 넘어지는 경우 상부로부터의 충격을 충분하게 분산시킬 수 없으며, 또 탄성층의 미세기공을 통해 흡수되어 하부로 배수되는 물이 콘크리트 기반층 때문에 배수가 잘 되지 않으므로 운동경기나 놀이 등을 위한 체육시설용 코트 특히, 학교 운동장 등의 탄성바닥에 적용하기에는 적합하지가 않다.In general, the place where the floor is constructed to have elasticity is made of an elastic flooring material having a predetermined elasticity on top of a base layer paved with concrete, asphalt, etc. as a physical education, a playground or a walkway. Since the structure of the plate mat type surface elastic layer is constructed on the upper surface of the concrete base layer, the impact from the top is distributed only by the thickness of the elastic layer. Since the impact cannot be sufficiently distributed and the water drained down through the micropores of the elastic layer and drained to the lower part is not drained well because of the concrete base layer, it is a court for athletic facilities for sports games or play, especially school playgrounds. Not suitable for application to elastic floors.

학교 운동장의 바닥에 적용하기 위한 시공기술로 국내 등록특허공보 등록번호 10-0578039호에 운동장의 배수와 완충작용을 동시에 발휘할 수 있는 운동장용 기층재에 관하여 개시하고 있으나, 탄성바닥의 시공보다는 배수성에 중점을 두고 있으며, 또 국내 등록특허공보등록번호 10-0966468호 및 10-0966473호에는 배수로를 노출키지 않으면서, 탄성과 배수성의 문제점을 개선한 운동장 탄성바닥을 시공으로 탄성층의 하부에 배수층과 비노출 배수로를 갖는 비노출 배수로의 기층구조 및 유공관을 포함하는 비노출 배수로의 시공방법을 개시하고 있으며, 비노출 배수구조에 관한 기술로서, 탄성층의 탄성유지를 위한 배수성에 관하여 기재하고 있는 바가 없으며, 국내 등록특허공보등록번호 10-0966468호에는 폐타이어와 목재칩을 이용한 다층 구조의 친환경 탄성포장재에 관하여 개시하고 있지만, 주로 탄성포장재의 최상층인 표층의 자연스러움과 미려함에 중점을 두고 시공하는 기술로서, 탄성층 표면의 배수성에 대하여 특이할 만한 사항은 발견할 수가 없다.As a construction technology for applying to the floor of a school playground, Korean Patent Publication No. 10-0578039 discloses a base material for a playground that can simultaneously exhibit the drainage and buffering effect of the playground, In addition, Korean Patent Publication Nos. 10-0966468 and 10-0966473 provide a playground floor that improves the problems of elasticity and drainage without exposing the drainage channel. Disclosed is a method of constructing a base structure of an unexposed drainage channel having an unexposed drainage channel and a method of constructing an unexposed drainage channel including a perforated pipe. Patent Publication No. 10-0966468 describes an eco-friendly elasticity of a multilayer structure using waste tires and wood chips. Although disclosed with respect to jangjae, as described primarily to the construction with a focus on the naturalness and miryeoham the uppermost surface layer of elastic packing material, points of interest to be specific with respect to the drainage surface of the elastic layer can not be found.

본 발명은 운동경기나 놀이 등을 위한 체육시설용 코트 특히, 학교 운동장 등에 적용되는 탄성층을 갖는 포장구조 및 그 시공방법의 제공을 목적으로 하며, 구체적으로는 지반의 약화 내지 침하를 방지함과 동시에 탄성층 표면의 배수성을 원활하게 하여 탄성층의 탄성 유지에 유리한 전면 투수성 탄성포장구조 및 그 시공방법을 제공하는 것을 목적으로 하는 것이다.An object of the present invention is to provide a pavement structure and a construction method having an elastic layer applied to a sports facility court, especially for athletics, sports, etc., specifically, to prevent ground weakening or settlement It is an object of the present invention to provide a front permeable elastic packaging structure and a construction method thereof, which are advantageous in maintaining elasticity of the elastic layer by smoothly draining the surface of the elastic layer.

상기한 목적을 달성하기 위한 해결수단으로 본 발명의 배수성과 탄성력 유지에 유리한 전면 투수성 탄성포장구조는 지반(6) 위에 지반의 약화 내지 침하를 방지하는 지반보강층(5)이 설치되고, 지반보강층(5)의 상부에 배수를 위한 유공배수관(4)이 매설된 투수층(3)이 적층되며, 투수층(3)의 표면을 고정시키는 표면고정화 피막층(2-1)이 형성됨과 동시에 접착제층(2) 및 탄성층(1)이 순차적으로 적층되는 구조로 이루어진다.As a solution for achieving the above object, the front permeable elastic packaging structure advantageous for maintaining the drainage and elastic force of the present invention is provided with a ground reinforcing layer (5) is installed on the ground (6) to prevent the weakening or settlement of the ground, ground reinforcement layer The permeable layer 3 in which the perforated drainage pipe 4 for drainage is buried is stacked on the upper part of the cross-section, and the surface fixation coating layer 2-1 for fixing the surface of the permeable layer 3 is formed and the adhesive layer 2 ) And the elastic layer 1 are sequentially stacked.

또한, 본 발명에 따른 전면 투수성 탄성포장구조의 시공방법은 (a). 확보된 공사구획에서 유공배수관이 매설되는 배수로 부분을 형성하면서 투수층이 형성될 깊이만큼 절토하고, 고르게 다지는 지반정리단계와, (b). 정리된 지반(6)의 상부 전면에 걸쳐 보강매트를 설치하는 지반보강층(5) 설치단계와, (c). 지반보강층(5)의 상부의 배수로부분에 유공배수관(4)을 설치하고 쇄석골재 등을 포설하되 유공배수관(4)이 매설되게 투수층(3)을 형성하는 단계와, (d). 투수층(3)의 표면에 우레탄수지 바인더를 분사 내지 살포하고, 건조시켜 투수층 표면을 고정시키는 표면고정화 피막층(2-1)을 형성하는 단계 및 (e) 표면고정화 피막층(2-1)의 상부에 우레탄 접착제를 도포하여 접착층(2)을 형성하되, 접착층(2)의 접착제가 건조되기 전에 탄성층(1)을 포설하는 탄성층(1) 형성단계로 이루어지며, 본 발명의 전면 투수성 포장구조는 탄성층(1)을 기층으로 하여 그 상부에 인조잔디(A)를 시공할 수도 있다.In addition, the construction method of the front permeable elastic packaging structure according to the present invention (a). Ground clearance step to cut and evenly squeeze to the depth where the permeable layer is formed while forming the drainage part in which the perforated drainage pipe is buried in the secured construction section, and (b). Ground reinforcement layer (5) installation step of installing a reinforcing mat over the entire upper surface of the ground (6), and (c). Installing a perforated drainage pipe (4) in the drainage portion of the upper ground reinforcing layer (5) and laying the crushed aggregate, etc., but forming a permeable layer (3) so that the perforated drainage pipe (4) is embedded, (d). Spraying or spraying a urethane resin binder on the surface of the water permeable layer 3, and drying to form a surface fixation coating layer 2-1 for fixing the surface of the water permeation layer; and (e) on the top of the surface fixation coating layer 2-1. The adhesive layer 2 is formed by applying a urethane adhesive, and the elastic layer 1 is formed in a step of forming the elastic layer 1 before the adhesive layer 2 is dried, and the front permeable packaging structure of the present invention. With the elastic layer 1 as a base layer, the artificial turf A may be constructed thereon.

본 발명에 따른 지반정리단계는 학교 운동장 등의 확보된 공사구획을 절토하여 투수층이 형성될 부분 및 유공배수관이 설치될 배수로부분을 형성한 다음, 로울러 등의 다짐에 의해 충분한 평활도를 갖도록 지반을 정리하는 단계로서 정리된 지반의 상부 전면에 걸쳐 보강매트를 설치하여 지반보강층(5)을 형성한다.The ground clearance step according to the present invention is to cut the secured construction compartments, such as the school grounds to form a portion to form a permeable layer and a drainage portion to be installed in the perforated drainage pipe, and then arrange the ground to have sufficient smoothness by compacting such as rollers As a step to install a reinforcing mat over the entire upper surface of the ground to form a ground reinforcement layer (5).

상기한 지반보강층(5)을 형성하는 보강매트는 매트상의 합성섬유로 된 직포 또는 부직포의 표면에 우레탄 수지를 균일 또는 불균일하게 분사 내지 살포한 후 건조시켜 피막을 형성한 것이며, 보강매트는 일체화 되도록 봉재하여 지반보강층(5)을 형성한다.The reinforcing mat forming the ground reinforcement layer 5 is formed by spraying or spraying urethane resin on the surface of a woven or nonwoven fabric made of synthetic fibers in a mat form uniformly or unevenly and then drying to form a coating. The ground reinforcement layer 5 is formed by sewing.

본 발명에 따른 우레탄 피막이 형성된 매트상의 합성섬유 직포 또는 부직포 매트를 지반보강층(5)으로 사용함으로써 매트 표면의 인장강도가 보다 강화되어 상부에 포설되는 투수층(3)과 유공배수관(4)을 확실하게 지지할 수 있기 때문에 투수층(3)의 유동에 의한 표층(탄성층)의 꺼짐을 방지하고, 또한 우레탄 피막으로 인하여 투수층(3)을 통과한 배수가 지반보강층(5)을 투과하여 지반(6)으로 유입되는 것을 지연시켜 유공배수관(4)으로 보다 많은 양의 물이 배수될 수 있게 함으로써 지반(6)의 약화 내지 침하를 방지하는데 특히 유리하다.By using the mat-like synthetic fiber woven or nonwoven mat having the urethane coating according to the present invention as the ground reinforcing layer 5, the permeable layer 3 and the perforated drainage pipe 4 which are strengthened in the tensile strength of the mat surface are more securely installed. Since it can support, the surface layer (elastic layer) is prevented from being turned off by the flow of the permeable layer 3, and the drainage which has passed through the permeable layer 3 due to the urethane coating penetrates the ground reinforcement layer 5, and the ground 6 It is particularly advantageous to prevent the weakening or settlement of the ground 6 by delaying the inflow to allow the larger amount of water to drain into the pore drain pipe 4.

또 상기한 투수층(3)은 지반보강층(5) 상부의 배수로부분에 유공배수관(4)을 설치하고, 세척한 재활용 쇄석골재 또는 일반 쇄석골재를 포설하며, 쇄석골재의 입도는 투수공극 및 다짐강도를 고려할 때 8 ~ 25mm의 평균입도를 유지하는 것이 바람직하고, 쇄석골재를 포설한 다음 로울러 등에 의해 고르게 다짐하여 충분한 평활도를 갖도록 한다. 배수로부분에 설치하는 유공배수관(5)은 배수설계에 따라 직경 200 ~ 250mm인 유공관을 설치하며, 배수로 부분은 20m 간격을 두고 형성한다.In addition, the permeable layer (3) is installed in the drainage portion of the upper ground reinforcing layer (5), and installed the crushed recycled crushed aggregate or general crushed aggregate, and the particle size of the crushed aggregate is the permeability gap and compaction strength Considering it is preferable to maintain an average particle size of 8 ~ 25mm, and after the crushed aggregate is laid and evenly compacted by a roller or the like to have a sufficient smoothness. Perforated drainage pipe (5) to be installed in the drainage part according to the drainage design to install a perforated pipe having a diameter of 200 ~ 250mm, the drainage part is formed at 20m intervals.

그리고 본 발명에 따른 투수층(3)의 표면을 고정시키는 표면고정화 피막층(2-1)은 쇄석골재를 포설하여 형성된 투수층(3)의 표면에 우레탄수지 바인더를 균일하게 살포 및 분사하여 투수층(3) 표면의 쇄석들 사이로 우레탄수지 바인더가 침투하여 건조됨으로써 투수층(3) 표면의 쇄석들이 서로 결합되어 투수층의 표면부분이 고정됨과 동시에 우레탄 피막이 형성됨으로써 상층부에 적층되는 투수층(3)을 견고하게 받쳐줄 수 있도록 하기 위하여 형성하며, 우레탄수지 바인더는 1㎏/㎡ 내지 1.2㎏/㎡ 정도의 비율로 투수층(3) 표면에 살포 내지 분사하는 것이 바람직하다.And the surface fixation coating layer (2-1) for fixing the surface of the permeable layer (3) according to the present invention by spraying and spraying a urethane resin binder uniformly on the surface of the permeable layer (3) formed by laying crushed aggregate permeable layer (3) As the urethane resin binder penetrates through the crushed stone on the surface and is dried, the crushed stone on the surface of the water permeable layer 3 is bonded to each other so that the surface portion of the water permeable layer is fixed and a urethane film is formed to firmly support the water permeable layer 3 laminated on the upper layer. The urethane resin binder is preferably sprayed or sprayed on the surface of the water permeable layer 3 at a ratio of about 1 kg / m 2 to 1.2 kg / m 2.

상기 접착층(2)은 표면고정화 피막층(2-1)에 우레탄 수지 접착제를 도포하고, 접착제가 건조되기 전에 탄성층(1)을 포설하는 것으로 이루어지며, 이러한 접착층(2)의 형성에 의해 투수층(3)과 탄성층(1)의 결합이 보다 강화되어 표층부인 탄성층(1)이 투수층(3)으로부터 박리되는 현상(들뜨는 현상)을 방지하여 탄성층(1)을 보다 견고하게 시공할 수 있도록 하기 위한 것이며, 우레탄수지 접착제는 투수성 등을 고려하여 0.2㎏/㎡ 내지 0.4㎏/㎡ 정도의 비율로 도포하는 것이 바람직하다.The adhesive layer 2 is formed by applying a urethane resin adhesive to the surface-fixing coating layer 2-1, and laying the elastic layer 1 before the adhesive is dried, and by forming the adhesive layer 2, 3) the bond between the elastic layer 1 is further strengthened to prevent the elastic layer 1, which is the surface layer portion, from being peeled off from the permeable layer 3 (floating phenomenon) so that the elastic layer 1 can be more firmly constructed. The urethane resin adhesive is preferably applied in a ratio of 0.2 kg / m 2 to 0.4 kg / m 2 in consideration of water permeability and the like.

본 발명에 따른 접착층(2)의 형성에 대하여 좀 더 구체적으로 설명하면, 본 발명이 속하는 종래의 시공방법에서는 접착층(2)을 배제(생략)하고, 표면고정화 피막층(2-1)에 직접 탄성층(1)을 포설하기 때문에 표면고정화 피막층(2-1)과 탄성층(1)이 만나는 경계면에 존재하는 탄성칩(탄성층에 함유된 탄성체인 고무칩, 우레탄칩 등)은 건조된 표면고정화 피막층(2-1)과 친화성이 없어 접착이 이루어지지 않기 때문에 상부에 포설된 탄성층(1)이 투수층(3)으로부터 불규칙하게 들뜨는 현상 즉, 투수층(3)과 탄성층(1)이 불규칙하게 박리되는 현상이 발생하여 불량시공의 문제점이 발생하였으며, 본 발명에서는 접착층(2)의 형성에 의해 상기한 불량시공의 문제점을 완전히 해결하였다.The formation of the adhesive layer 2 according to the present invention will be described in more detail. In the conventional construction method to which the present invention belongs, the adhesive layer 2 is excluded (omitted) and is directly elastic to the surface-fixed coating layer 2-1. Since the layer 1 is laid, the elastic chips (rubber chips, urethane chips, etc. contained in the elastic layer) present at the interface where the surface-fixed coating layer 2-1 and the elastic layer 1 meet are dried Since there is no affinity with the coating layer 2-1 and no adhesion is made, the phenomenon in which the elastic layer 1 placed on the top is irregularly lifted from the water permeable layer 3, that is, the water permeable layer 3 and the elastic layer 1 is irregular The phenomenon of peeling occurred so that a problem of poor construction occurred, the present invention completely solved the problem of the poor construction by the formation of the adhesive layer (2).

그리고 상기 접착층(2)과 접착되어 포설되는 상기 탄성층(1)은 평균입경 5 ~ 7mm의 탄성칩 70 ~ 80 중량부와, 우레탄수지 바인더 20 ~ 30 중량부로 혼합한 배합물을 접착층의 접착제가 건조되기 전에 포설하는 것으로 이루어진다.In addition, the elastic layer (1) bonded and laid with the adhesive layer (2) is a mixture of 70 to 80 parts by weight of an elastic chip having an average particle diameter of 5 to 7 mm and 20 to 30 parts by weight of a urethane resin binder, and the adhesive of the adhesive layer is dried. It consists of laying before it becomes.

또한, 본 발명에 따른 전면 탄성층을 갖는 포장구조는 필요에 따라 지반보강층(5)을 설치하기 전에 동상방지층(6´)을 지반(6) 상부에 추가로 포설하는 것을 포함하며, 동상방지층(6´ )은 10 ~ 20mm 입경의 쇄석골재 20 ~ 30 중량부, 5 ~ 7mm입경의 탄성칩 20 ~ 30 중량부 및 우레탄수지 바인더 5 ~ 10 중량부를 혼합하여 5 ~ 10mm 두께로 포설하는 것으로 이루어진다.In addition, the pavement structure having the front elastic layer according to the present invention includes additionally installing an in-phase preventing layer (6 ') on the ground (6) before installing the ground reinforcing layer (5), if necessary, 6 ′) consists of 20 to 30 parts by weight of crushed stone aggregate having a particle diameter of 10 to 20 mm, 20 to 30 parts by weight of an elastic chip having a particle diameter of 5 to 7 mm, and 5 to 10 parts by weight of a urethane resin binder.

본 발명에 따른 배수성과 탄성력 유지에 유리한 비노출 배수로의 전면 투수성 탄성포장구조는 지반보강층에 의해 지반의 약화 내지 침하가 방지되며 또 접착제층에 의해 투수층과 탄성층의 결합을 확실하게 시공하여 표층(탄성층)의 박리현상에 따른 불량시공을 해결하고, 탄성층 표면의 배수를 원활하게 하여 탄성바닥의 탄성을 유지함으로써 탄성바닥으로 포장된 운동장의 수명을 장기간 유지할 수 있는 효과가 있다.The front permeable elastic pavement structure of the non-exposed drainage passage, which is advantageous for maintaining drainage and elastic force, according to the present invention, prevents weakening or settlement of the ground by the ground reinforcing layer, and securely bonds the permeable layer and the elastic layer by the adhesive layer to the surface layer ( Elastic layer) to solve the poor construction according to the separation phenomenon, by smoothly draining the surface of the elastic layer to maintain the elasticity of the elastic floor has the effect of maintaining the life of the playground packed with the elastic floor for a long time.

또한, 유공배수관에 의한 비노출 배수로의 시공으로 운동장의 면적을 보다 효율적으로 이용할 수 있을 뿐 아니라, 탄성층을 기층으로 하여 인조잔디를 시공할 경우에도 배수가 원활하여 유지 관리가 편리하다.In addition, the construction of the non-exposed drainage channel by the perforated drainage pipe can not only make use of the area of the playground more efficiently, but also when the artificial turf is constructed with the elastic layer as a base, the drainage is smooth and easy to maintain and maintain.

제1도는 본 발명에 따른 일실시예의 적층구조를 나타내는 단면도.
제2도는 본 발명에 따른 또 다른 실시예의 적층구조를 나타내는 단면도.
제3도는 본 발명에 따른 유공배수관을 매설한 상태의 적층구조를 나타내는 단면도.
제4도는 본 발명에 따른 탄성포장구조의 시공방법을 나타내는 흐름도.1 is a cross-sectional view showing a laminated structure of one embodiment according to the present invention.
2 is a cross-sectional view showing a laminated structure of another embodiment according to the present invention.
3 is a cross-sectional view showing a laminated structure in the state of embedding the hole drainage pipe according to the present invention.
4 is a flow chart showing a construction method of the elastic packaging structure according to the present invention.

아래 실시예 및 도면에 의해 본 발명을 더욱 구체적으로 설명하지만, 아래 실시예의 기재에 의해 본 발명이 한정되는 것은 아니다.The present invention will be described in more detail with reference to the following examples and drawings, but the present invention is not limited by the description of the following examples.

도 1 및 2는 본 발명에 따른 구체적인 실시예의 적층구조를 나타내는 단면도이며, 도 3은 본 발명에 따른 유공배수관을 매설한 상태의 적층구조를 나타내는 단면도로서, 도 1 내지 도 3을 참조하여 설명하면, 본 발명에 따른 배수성과 탄성력 유지에 유리한 전면 투수성 탄성포장구조는 지반(6) 위에 지반의 약화 내지 침하를 방지하는 지반보강층(5)이 설치되고, 지반보강층(5)의 상부에 배수를 위한 유공배수관(4)이 매설된 투수층(3)이 형성되며, 투수층(3)의 상부에 표면고정화 피막층(2-1), 접착층(2) 및 탄성층(1)이 순차적으로 형성되는 것으로 이루어진다.1 and 2 is a cross-sectional view showing a laminated structure of a specific embodiment according to the present invention, Figure 3 is a cross-sectional view showing a laminated structure in the state of embedding the hole drainage pipe according to the present invention, described with reference to Figs. The front permeable elastic packaging structure, which is advantageous for maintaining drainage and elastic force, according to the present invention, is provided with a ground reinforcing layer 5 which prevents the ground from weakening or subsidence on the ground 6, and drains the upper portion of the ground reinforcing layer 5. The permeable layer 3 in which the hole drainage pipe 4 is embedded is formed, and the surface fixation coating layer 2-1, the adhesive layer 2, and the elastic layer 1 are sequentially formed on the permeable layer 3. .

그리고 본 발명에 따른 포장구조의 시공방법은 (a). 확보된 공사구획에서 유공배수관이 매설되는 배수로 부분을 형성하면서 투수층이 형성될 깊이만큼 절토하고, 고르게 다지는 지반정리단계와, (b). 정리된 지반(6)의 상부 전면에 걸쳐 보강매트를 설치하는 지반보강층(5) 설치단계와, (c). 지반보강층(5)의 상부의 배수로부분에 유공배수관(4)을 설치하고 쇄석골재 등을 포설하되 유공배수관(4)이 매설되게 투수층(3)을 형성하는 단계와, (d). 투수층(3)의 표면에 우레탄수지 바인더를 분사 내지 살포하고, 건조시켜 투수층 표면을 고정시키는 표면고정화 피막층(2-1)을 형성하는 단계 및 (e) 표면고정화 피막층(2-1)의 상부에 우레탄 접착제를 도포하여 접착층(2)을 형성하되, 접착층(2)의 접착제가 건조되기 전에 탄성층(1)을 포설하는 탄성층(1) 형성단계로 이루어지며, 또 본 발명은 필요에 따라 도 2에서 나타내는 바와 같이, 지반(6) 상부에 지반보강층(5)을 설치하기 전에 동상방지층(6´)을 추가로 형성할 수가 있다.And the construction method of the packaging structure according to the present invention (a). Ground clearance step to cut and evenly squeeze to the depth where the permeable layer is formed while forming the drainage part in which the perforated drainage pipe is buried in the secured construction section, and (b). Ground reinforcement layer (5) installation step of installing a reinforcing mat over the entire upper surface of the ground (6), and (c). Installing a perforated drainage pipe (4) in the drainage portion of the upper ground reinforcing layer (5) and laying the crushed aggregate, etc., but forming a permeable layer (3) so that the perforated drainage pipe (4) is embedded, (d). Spraying or spraying a urethane resin binder on the surface of the water permeable layer 3, and drying to form a surface fixation coating layer 2-1 for fixing the surface of the water permeation layer; and (e) on the top of the surface fixation coating layer 2-1. The urethane adhesive is applied to form an adhesive layer 2, and the elastic layer 1 is formed to form an elastic layer 1 before the adhesive of the adhesive layer 2 is dried. As shown in Fig. 2, before the ground reinforcing layer 5 is provided on the ground 6, the in-phase preventing layer 6 'can be further formed.

[실시예][Example]

1. 지반정리 및 지반보강층 설치1. Ground clearance and ground reinforcement

시공을 위해 구획된 부위를 절토하고, 유공배수관(4)이 설치되는 배수로 부분은 60cm × 60cm로 절토하며, 하층의 꺼짐을 방지하기 위하여 로울러로 평탄하게 하면서 지반을 다진 후 정리된 지반(6) 상부 표면의 전체에 걸쳐 우레탄 수지 피막이 형성된 합성섬유 부직포 매트를 설치하면서 전체적으로 일체가 되도록 봉재하여 지반보강층(5)을 형성한다.Cut the area partitioned for construction, and cut the part of the drainage path where the hole drainage pipe 4 is installed to 60 cm × 60 cm, and ground it after crushing the ground while flattening with a roller to prevent the lower layer from turning off. The ground reinforcement layer 5 is formed by sewing the synthetic fiber nonwoven fabric mat having the urethane resin film formed over the entire upper surface so as to be integrally formed as a whole.

2. 유공배수관 설치 및 투수층 형성2. Installation of perforated drainage pipe and permeation layer

지반보강층(5)의 상부에 형성된 배수로부분에 직경 200mm의 유공관을 설치하고, 입도 25mm 이하의 세척된 재활용 골재를 사용하여 유공관이 매설되게 포설한 후 로울러(10ton)를 이용하여 평면을 유지하도록 다짐하여 투수층(3)을 형성한다.A hole of 200 mm in diameter is installed in the drainage part formed on the ground reinforcement layer 5, and after the hole is laid by using recycled aggregate having a particle size of 25 mm or less, it is compacted to maintain a plane by using a roller (10 ton). To form the water permeable layer 3.

3. 고정화 피막층 형성3. Formation of Immobilized Film Layer

상기 형성된 투수층(3)의 표면에 우레탄수지 바인더를 1㎏/㎡ 정도 살포하고 충분히 건조시켜 고정화 피막층(2-1)을 형성한다.The urethane resin binder is sprayed on the surface of the formed water permeable layer 3 by about 1 kg / m 2 and sufficiently dried to form the immobilized coating layer 2-1.

4. 접착층 및 그 상부로 탄성층 형성4. Adhesion layer and elastic layer formed on top

상기 형성된 고정화 피막층(2-1)의 상부에 우레탄수지 접착제를 0.3㎏/㎡ 정도 균일하게 도포하여 접착층(2)을 형성하되 접착층의 우레탄수지 접착제가 건조되기 전에 입도 7mm 정도의 고무칩과 우레탄칩 80 중량부와, 우레탄 바인더수지 20 중량부로 배합한 탄성몰탈을 20mm 정도의 두께가 되도록 도포하고 로울러로 평탄화 작업에 의해 탄성층을 형성한다.The urethane resin adhesive is uniformly coated on the upper part of the immobilized coating layer 2-1 formed by 0.3 kg / m 2 to form an adhesive layer 2, but the rubber chip and the urethane chip having a particle size of about 7 mm before the urethane resin adhesive is dried. 80 weight part and the elastic mortar mix | blended with 20 weight part of urethane binder resins are apply | coated so that it may become thickness about 20 mm, and an elastic layer is formed by a flattening operation with a roller.

(1): 탄성층 (2): 접착층
(2-1): 고정화 피막층 (3): 투수층
(4): 유공배수관 (5): 지반보강층
(6＇): 동상방지층 (6): 지반(1): elastic layer (2): adhesive layer
(2-1): Immobilized Coating Layer (3): Water Permeable Layer
(4): perforated drainage pipe (5): ground reinforcement layer
(6 ＇): Frostbite prevention layer (6): Soil

Claims (9)

지반(6) 위에 지반의 약화 내지 침하를 방지하는 합성섬유 직포 또는 합성섬유 부직포의 표면에 우레탄수지를 균일 또는 불균일하게 분사한 후 건조시켜 피막을 형성한 보강매트가 설치되는 지반보강층(5)과,
상기 지반보강층(5) 상부의 배수로부분에 유공배수관(4)을 설치하고, 쇄석골재로 포설한 투수층(3)과,
상기 투수층(3) 표면에 우레탄수지 바인더를 살포하여 건조시킨 표면고정화 피막층(2-1)과,
상기 표면고정화 피막층(2-1) 상부에 우레탄수지 접착제를 도포하여 접착층(2)을 형성하되, 접착층(2)의 접착제가 건조되기 전에 5 ~ 7mm의 평균입경을 갖는 탄성칩 70 ~ 80 중량부와 우레탄바인더 20 ~ 30 중량부가 배합된 탄성몰탈을 포설한 탄성층(1)을 포함하는 것을 특징으로 하는 전면 투수성 탄성포장구조.A ground reinforcement layer 5 on which a reinforcing mat having a film formed by spraying urethane resin uniformly or unevenly on a surface of a synthetic fiber woven fabric or a synthetic fiber nonwoven fabric that prevents the ground from weakening or settling on the ground 6 is dried and then formed; ,
A permeable layer (3) installed in the drainage part of the upper ground reinforcement layer (5) and installed with crushed aggregates;
A surface fixation coating layer 2-1 dried by spraying a urethane resin binder on the surface of the water permeable layer 3, and
70 to 80 parts by weight of an elastic chip having an average particle diameter of 5 to 7 mm before the adhesive layer 2 is dried, by forming an adhesive layer 2 by applying a urethane resin adhesive on the surface fixing film layer 2-1. And a urethane binder containing 20 to 30 parts by weight of an elastic mortar comprising an elastic mortar blended therein. 삭제delete 삭제delete 삭제delete 제1항에 있어서, 탄성칩이 고무칩, 우레탄칩, 이피디엠칩 및 콜크칩 중에서 하나 이상 선택되는 것을 특징으로 하는 전면 투수성 탄성포장구조.The front permeable elastic packaging structure according to claim 1, wherein at least one elastic chip is selected from rubber chips, urethane chips, EPDM chips, and cork chips. 제1항 또는 제5항에 있어서, 쇄석골재가 8 ~ 25mm의 평균입경을 갖는 재생골재 또는 신골재인 것을 특징으로 하는 전면 투수성 탄성포장구조.The front permeable elastic packaging structure according to claim 1 or 5, wherein the crushed aggregate is recycled aggregate or new aggregate having an average particle diameter of 8 to 25 mm. (a). 확보된 공사구획 부위를 절토하고 고르게 하는 지반정리단계와,
(b). 정리된 지반의 상부에 합성섬유 직포 또는 합성수지 부직포 표면에 우레탄수지를 균일 또는 불균일하게 분사한 후 건조시켜 피막을 형성한 보강매트로 지반보강층(5)을 설치하는 단계와,
(c). 지반보강층(5) 상부의 배수로부분에 유공배수관(4)을 설치하고, 쇄석골재를 포설하되, 유공배수관(4)이 매설되게 투수층(3)을 형성하는 단계와,
(d). 투수층(3) 표면에 우레탄수지 바인더를 살포한 다음 건조시켜 표면고정화 피막층(2-1)을 형성하는 단계와,
(e). 표면고정화 피막층(2-1)의 상부에 우레탄수지 접착제를 도포하여 접착층(2)을 형성하되, 접착층(2)의 접착제가 건조되기 전에 탄성칩 70 ~ 80 중량부와 우레탄바인더 20 ~ 30 중량부가 배합된 탄성몰탈을 포설하여 탄성층(1)을 형성하는 단계를 포함하는 것을 특징으로 하는 전면 투수성 탄성포장구조의 시공방법.(a). Ground leveling step to cut and even the secured construction section;
(b). Installing a ground reinforcement layer (5) with a reinforcing mat formed by coating a urethane resin uniformly or unevenly on a surface of a synthetic fiber woven or a synthetic resin nonwoven on a surface of the ground and drying the film;
(c). Installing a perforated drainage pipe (4) in the drainage portion of the upper ground reinforcing layer (5), and laying the crushed aggregate, forming a permeable layer (3) so that the perforated drainage pipe (4) is embedded;
(d). Spraying a urethane resin binder on the surface of the water permeable layer (3) and then drying to form a surface fixation coating layer (2-1),
(e). Applying a urethane resin adhesive on the surface-fixed film layer (2-1) to form an adhesive layer (2), 70 to 80 parts by weight of the elastic chip and 20 to 30 parts by weight of the urethane binder before the adhesive of the adhesive layer 2 is dried A method of constructing a front permeable elastic packaging structure, comprising the step of laying the blended elastic mortar to form an elastic layer (1). 삭제delete 삭제delete
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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20160129975A (en) 2015-04-30 2016-11-10 서울과학기술대학교 산학협력단 Water-permeable asphalt paving structure with high water permeability and strength
KR20200038625A (en) * 2018-10-04 2020-04-14 유은정 Method forming for cork material floor, cork material floor structure formed by the same
KR102096717B1 (en) * 2018-10-04 2020-05-27 유은정 Manufacturing method of cork flooring composition for laying, and cork flooring composition for laying manufactured by the same
WO2020126962A1 (en) * 2018-12-20 2020-06-25 Polytex Sportbeläge Produktions-Gmbh Playing surface with a mixture of stones and elastic granules
KR20200099467A (en) * 2019-02-14 2020-08-24 (주)대건씨앤엘 Elastic coat and manufacturing method thereof
KR102570740B1 (en) * 2023-01-27 2023-08-24 김재학 Adhesive with eco-friendly bio-based one-component element bonding and water permeable construction method using the same

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100578039B1 (en) 2003-09-17 2006-05-12 (주)앙투카 Shock-absorbing underground drainage material
KR100642062B1 (en) * 2006-03-10 2006-11-13 김인중 An elastic pavement with a water drain, filtering, nonfreezing
KR100966468B1 (en) 2008-06-11 2010-06-28 소재철 The water run-through-base combine armature mat with invisible water punctured pipe`s construction process
KR20100085200A (en) * 2009-01-20 2010-07-29 소재철 Unclogging surface filtering elastic paving for non-point source pollution management

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100578039B1 (en) 2003-09-17 2006-05-12 (주)앙투카 Shock-absorbing underground drainage material
KR100642062B1 (en) * 2006-03-10 2006-11-13 김인중 An elastic pavement with a water drain, filtering, nonfreezing
KR100966468B1 (en) 2008-06-11 2010-06-28 소재철 The water run-through-base combine armature mat with invisible water punctured pipe`s construction process
KR20100085200A (en) * 2009-01-20 2010-07-29 소재철 Unclogging surface filtering elastic paving for non-point source pollution management

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20160129975A (en) 2015-04-30 2016-11-10 서울과학기술대학교 산학협력단 Water-permeable asphalt paving structure with high water permeability and strength
KR20200038625A (en) * 2018-10-04 2020-04-14 유은정 Method forming for cork material floor, cork material floor structure formed by the same
KR102096717B1 (en) * 2018-10-04 2020-05-27 유은정 Manufacturing method of cork flooring composition for laying, and cork flooring composition for laying manufactured by the same
KR102143697B1 (en) * 2018-10-04 2020-08-11 유은정 Method forming for cork material floor, cork material floor structure formed by the same
WO2020126962A1 (en) * 2018-12-20 2020-06-25 Polytex Sportbeläge Produktions-Gmbh Playing surface with a mixture of stones and elastic granules
KR20200099467A (en) * 2019-02-14 2020-08-24 (주)대건씨앤엘 Elastic coat and manufacturing method thereof
KR102248065B1 (en) * 2019-02-14 2021-05-04 (주)대건씨앤엘 Elastic coat and manufacturing method thereof
KR102570740B1 (en) * 2023-01-27 2023-08-24 김재학 Adhesive with eco-friendly bio-based one-component element bonding and water permeable construction method using the same

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