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KR101025806B1 - Roof protection mortar surface reinforcement waterproof structure and its waterproofing method - Google Patents

Roof protection mortar surface reinforcement waterproof structure and its waterproofing method Download PDF

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KR101025806B1
KR101025806B1 KR1020100095724A KR20100095724A KR101025806B1 KR 101025806 B1 KR101025806 B1 KR 101025806B1 KR 1020100095724 A KR1020100095724 A KR 1020100095724A KR 20100095724 A KR20100095724 A KR 20100095724A KR 101025806 B1 KR101025806 B1 KR 101025806B1
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layer
reinforcing
weight
waterproofing
protective mortar
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홍주환
김지현
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(주)실리칼플로어
(주)수퍼크랙실
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D11/00Roof covering, as far as not restricted to features covered by only one of groups E04D1/00 - E04D9/00; Roof covering in ways not provided for by groups E04D1/00 - E04D9/00, e.g. built-up roofs, elevated load-supporting roof coverings
    • E04D11/02Build-up roofs, i.e. consisting of two or more layers bonded together in situ, at least one of the layers being of watertight composition
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/17Ventilation of roof coverings not otherwise provided for
    • E04D13/172Roof insulating material with provisions for or being arranged for permitting ventilation of the roof covering

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  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

PURPOSE: A rooftop waterproofing structure and method are provided to extend the life span of protective mortar by reinforcing the surface of protective mortar and forming an acrylic coating waterproof layer instead of an urethane coating waterproof layer. CONSTITUTION: A rooftop waterproofing structure by reinforcement of protective mortar comprises a surface curing reinforcement layer(50) and a repair and reinforcement layer(60). The surface curing reinforcement layer is formed on the top of a protective mortar layer(40) to reinforce the protective mortar layer. The repair and reinforcement layer is formed on the top of the surface curing reinforcement layer to remove uneven parts and neutralized parts, thereby preventing delamination.

Description

옥상 보호모르타르 표면강화 방수구조 및 그 방수공법{THE WATERPROOFING STRUCTURE BY PROTECTIVE MORTAR SURFACE'S REINFORCEMENT AND THEREOF METHOD}Roof protection mortar surface reinforcement waterproof structure and its waterproofing method {THE WATERPROOFING STRUCTURE BY PROTECTIVE MORTAR SURFACE'S REINFORCEMENT AND THEREOF METHOD}

본 발명은 옥상 보호모르타르 표면강화 방수구조 및 그 방수공법에 관한 것으로, 보다 상세하게는 기존 옥상 바닥 방수형태에 따라 크게 두 가지로 구분하여 보호모르타르 모체강화 및 아크릴계 도막방수 처리를 통해 기존 옥상 우레탄 도막방수공법의 폐단을 해결하고 표면 강화 및 아크릴 도막방수 시공을 통해 옥상 바닥 방수 유지관리의 경제성 및 옥상 방수 수명을 장기화시킬 수 있도록 한 옥상 보호모르타르 표면강화 방수구조 및 그 방수공법에 관한 것이다.
The present invention relates to a rooftop protective mortar surface-reinforced waterproofing structure and a waterproofing method thereof. More specifically, the rooftop urethane coating film is classified into two types according to the existing rooftop waterproofing type by protecting the protective mortar matrix and acrylic coating waterproofing. The present invention relates to a rooftop protective mortar surface-reinforced waterproof structure and its waterproofing method that solve the shortcomings of the waterproofing method, and extend the economical efficiency of rooftop waterproofing maintenance and the waterproofing life of the rooftop through reinforcing surface and waterproofing acrylic coating.

일반적으로, 기존 옥상방수층의 구조는 대부분 시멘트 액체방수, 아스팔트방수, 시트 방수, 우레탄도막 방수 등의 방수방법 중 한 가지 또는 몇 가지를 복합 적용하는 비노출 방수층 및 보호모르타르층 구조로 되어 있다.In general, the structure of the existing rooftop waterproofing layer has a non-exposed waterproofing layer and a protective mortar layer structure in which one or several of the waterproofing methods such as cement liquid waterproofing, asphalt waterproofing, sheet waterproofing, and urethane coating waterproofing are applied in combination.

이 경우, 옥상방수층의 구분이 어떻게 되었던 보호모르타르층 하부에 위치하는 비노출 방수층이 본 방수층이고, 이 본 방수층을 보호하기 위해 보호모르타르를 적용하도록 구성된다.In this case, the non-exposed waterproof layer located under the protective mortar layer, which is divided into the roof waterproof layer, is the waterproof layer, and is configured to apply the protective mortar to protect the waterproof layer.

이에 더하여, 내부 단열을 위해 본방수층과 보호몰탈 사이에 단열재를 시공하기도 한다. 즉, 어떤 방수방법을 선택하든지 보호모르타르는 본 방수층을 보호하는 역할을 분담하고 있다.In addition, a heat insulating material may be constructed between the main waterproof layer and the protective mortar for internal insulation. That is, no matter which waterproofing method is chosen, the protective mortar is responsible for protecting the waterproofing layer.

기존에는 본 방수층을 보호하기 위해 보호모르타르층 위에 우레탄계 도막방수방법이 널리 적용되었다.Conventionally, the urethane-based waterproofing method has been widely applied on the protective mortar layer to protect the waterproof layer.

즉, 옥상바닥 전체 또는 일부 보호모르타르층을 철거하고 보호모르타르층을 복구한 다음 우레탄계 도막방수제를 다시 도포하는 형태로 시공되는 것이 그것이다.That is, it is constructed by dismantling the whole or part of the protective mortar layer on the rooftop, restoring the protective mortar layer, and applying the urethane-based waterproofing agent again.

그런데, 이와 같은 구조의 기존 도막 방수시공법은 기존 우레탄 도막방수의 적용 대상 건축물의 본래 방수구조를 고려하지 않고 도막시공을 진행한다는데 그 첫 번째 문제점이 있다.However, the existing coating film waterproof construction method of such a structure has a first problem in proceeding the coating film construction without considering the original waterproof structure of the building to which the existing urethane coating waterproofing application.

그리고, 최종 도막층이 모체에 제대로 부착되기 위한 전처리 과정이 생략되어 있거나 미흡한 것이 그 두 번째 문제점이다.The second problem is that the pretreatment process for the final coating layer to adhere properly to the mother is omitted or insufficient.

다시 말해, 도막시공을 위한 전처리 과정은 매우 중요하다. 이는 기존 모체의 중성화된 부분을 제거하고 보강하거나 기존에 쌓여 있던 이물질을 제거해야만 모체와 도막간의 접착력을 확보할 수 있는데, 그렇지 않을 경우 단기간에 박리 박락 현상을 일으켜 방수 불량을 초래하기 때문이다.In other words, the pretreatment process for coating film construction is very important. This can be ensured by removing and reinforcing the neutralized part of the existing mother or removing foreign matters accumulated in the existing mother to secure the adhesive force between the mother and the coating film, otherwise it may cause peeling peeling in a short period of time, resulting in poor waterproofing.

또한, 도막 재료선정에 있어 우레탄계 재료를 선택하는 것이 그 세 번째 문제점이다.In addition, in the selection of the coating film material, the third problem is selecting the urethane material.

보통 우레탄계 도막방수제는 수증기를 통과시키지 못하는 성질이 있다.Usually, urethane-based waterproofing agents do not allow water vapor to pass through.

따라서, 도 1의 도시와 같이, 옥상 슬라브층(10), 본 방수층(비노출 방수층)(20), 단열층(30), 보호모르타르층(40) 및 보호모르타르층(40)의 상부에 도포되는 도막방수층 하부의 각층 사이에는 미세한 공간에 수증기가 존재하게 되고, 이 수증기는 동절기 실내 난방 및 외부 냉기에 의해 내부 결로를 발생시킨다.Therefore, as shown in FIG. 1, a coating film applied on the rooftop slab layer 10, the present waterproof layer (non-exposed waterproof layer) 20, the heat insulating layer 30, the protective mortar layer 40, and the protective mortar layer 40. Water vapor is present in the micro spaces between the layers below the waterproof layer, and the water vapor generates internal condensation due to winter indoor heating and external cold air.

이때, 발생된 결로수는 보호모르타르층(40) 내부에 존재하며, 동절기와 하절기를 거쳐 동결 융해를 반복하면서 보호모르타르층(40)를 중성화시키고, 보호모르타르층(40) 표면에서 도막방수층을 박리시키는 원인을 제공하게 된다.At this time, the generated condensation water is present in the protective mortar layer 40, and neutralizes the protective mortar layer 40 while repeating freezing and thawing through the winter and summer seasons, and peeling the coating layer from the surface of the protective mortar layer 40. To provide a cause.

다시 말해, 보호모르타르층(40)이 결로수를 함유한 상태에서 동결할 때 결로수는 체적이 약 4% 정도 팽창하게 되는데, 이러한 결로수의 팽창은 모르타르의 파괴로 연결되며, 이와 같이 모르타르 내에 있던 물이 기온의 상승과 하강을 반복하면서 동결 융해하는 현상을 3회 이상 되풀이 할 경우 콘크리트는 그 물성을 상실하고 중성화가 촉진되어 도막제는 표면에서 필연적으로 박리되게 된다.In other words, when the protective mortar layer 40 freezes with condensation water, the condensation water expands by about 4% in volume, and the expansion of the condensation water leads to the destruction of mortar. If the existing water is repeatedly freeze-thawed as the temperature rises and falls repeatedly, the concrete loses its properties and the neutralization is accelerated, and the coating agent inevitably peels off from the surface.

이에, 이와 같은 옥상 방수구조의 미세한 공간 내부에 존재하는 수증기로 인한 결로수 발생문제를 해결하기 위해 통기관을 설치하는 시공법도 도입된 바 있으나, 결로수가 발생하는 시점은 동절기이기 때문에 상온에서만 효과를 발하는 통기관의 기능을 동절기에 활용할 수 없어 완벽한 해결책은 되지 못하였다.In order to solve the problem of dew condensation caused by water vapor inside the rooftop waterproof structure, a construction method has been introduced. However, the dew condensation occurs only at room temperature because it is the winter season. The function of the ventilator could not be utilized in winter, which was not a perfect solution.

또한, 옥상 보호모르타르는 본 방수층(비노출 방수층)(20)을 보호하기 위한 역할을 분담하는데, 일반적으로 보호모르타르에 노출 방수기능을 추가하면 이중방수층으로 방수 성능의 향상될 것을 예상된다.In addition, the rooftop protective mortar shares a role for protecting the present waterproofing layer (non-exposed waterproofing layer) 20, and in general, it is expected that the waterproofing performance will be improved by adding a double waterproofing layer to the protective mortar.

하지만, 옥상의 방수와 관련된 문제는 보호모르타르 도막방수만으로 해결될 수 없는데, 이는 옥상 난간 내외부의 재료분리부분 및 배근된 철근을 따라 이동하는 유입수, 방수 누름턱 균열부위 및 방수턱 뒷부분을 따라 유입되는 유입수, 옥상 비트 등의 구조물의 조적부위를 통한 유입수, 옥탑층 지붕 및 벽체창틀부위를 통한 유입수 등에 의해서 상당량의 누수가 발생하여 보호모르타르 속으로 침투함으로서 노출방수는 제대로 된 방수기능을 발휘하는데 한계가 있기 때문이다.However, the problems related to the waterproofing of the roof can not be solved only by the protection mortar coating waterproofing, which flows along the material separation part inside and outside the roof railings and along the reinforcing bars, along with the waterproof press jaw crack and the back of the waterproof jaw. Due to the inflow of water through the masonry of the structure such as inflow, rooftop beet, inflow through the rooftop roof and the wall frame, water leakage penetrates into the protective mortar. Because.

따라서, 본 방수층(20)이 제 기능을 발휘하고 있는 옥상방수 구조에 우레탄계 도막 방수층를 추가하는 것은 중복이며, 예산 낭비를 초래하는 셈이 된다.Therefore, the addition of the urethane-based waterproofing layer to the rooftop waterproof structure in which the present waterproofing layer 20 is functioning is redundant, resulting in a waste of budget.

특히, 그 동안 시공되어 온 공법은 기존 옥상방수구조를 고려하지 않고 보호모르타르의 본래 역할을 망각한 채 잘못된 옥상도막방수시공이 이루어져 왔으며, 이로 인해 보호모르타르가 파손돼 방수성능의 수명을 단축시켜, 재보수에 따른 경제적인 손실 및 건축 구조물의 안정성에 문제를 야기해 오고 있었다.In particular, the construction method that has been constructed in the past has not been considered the rooftop waterproof structure, but the rooftop film waterproofing construction has been made without forgetting the original role of the protective mortar, which results in damage to the protective mortar and shorten the life of the waterproof performance, It has been causing economic losses due to refurbishment and problems with the stability of building structures.

이에, 잘못된 우레탄계 도막방수시공으로 인한 폐단을 막고, 건물의 옥상의 보호모르타르의 본래 역할을 되찾아 본 방수층의 방수성능 및 내구성을 실현하며 장기적인 관점에서 유지 및 관리가 효율적이고 경제적인 새로운 방수공법이 필요하게 되었다.
Therefore, it is necessary to prevent the waste caused by the impurity urethane-based waterproofing construction, to restore the original role of the protective mortar on the roof of the building, to realize the waterproofing performance and durability of the waterproofing layer, and to provide a new waterproofing method that is efficient and economical in maintenance and management in the long term. Was done.

본 발명은 상술한 바와 같은 종래 기술상의 제반 문제점들을 감안하여 이를 해결하고자 창출된 것으로, 기존 옥상방수구조를 고려하지 않고 무분별하게 적용되던 기존 우레탄계 도막형 방수구조를 개선하되, 본 방수층을 보호하는 보호모르타르의 강도를 보호모르타르의 표면 강화 및 적합한 도막방수층 형성을 통해 초기 건설 시점 상태로 복원시켜 중성화 방지 기능을 부여함으로써 보호모르타르의 수명을 증대시키고 경제적인 유지관리 및 보수방법을 제공하며 동시에 건축물 전체의 내구성을 증진시킬 수 있도록 한 옥상 보호모르타르 표면강화 방수구조 및 그 방수공법을 제공함에 그 주된 목적이 있다.
The present invention was created in view of the above-mentioned problems in the prior art as described above, and improves the existing urethane-based coating type waterproof structure applied indiscriminately without considering the existing rooftop waterproof structure, but protects the waterproof layer. The strength of mortar is restored to the state of initial construction by strengthening the surface of protective mortar and forming a suitable film waterproofing layer to give neutralization prevention function, thus increasing the life of protective mortar and providing economical maintenance and repair methods. The main purpose is to provide a roof protection mortar surface-reinforced waterproof structure and its waterproofing method to enhance the durability.

본 발명은 상기한 목적을 달성하기 위한 수단으로, 옥상 슬라브층과, 상기 옥상 슬라브층의 상부에 형성된 본 방수층과, 상기 본 방수층 상부에 형성된 보호모르타르층을 포함하는 방수구조에 있어서; 상기 보호모르타르층의 상면에 보호모르타르가 10~30mm 침투하도록 하여 모체를 강화시키도록 크실렌(Xylene) 10~20 중량%, 메틸이소부틸케톤(MIBK) 5~10 중량%, 이소프로필알코올(Iso propyl alchol) 20~30 중량% 및 잔부 에폭시수지(Epoxy resion)로 이루어진 에폭시계 수지 80~86 중량%에, 크실렌(Xylene) 50~60 중량%, 폴리아민(Polyamine) 40~50 중량%로 이루어진 경화제를 14~20 중량%로 배합하고 구성된 혼합물을 침투시켜 표면양생강화층을 더 형성하고; 상기 표면양생강화층의 상면에는 요철부위 및 중성화 부위를 제거하여 박리성을 억제하도록 에틸렌 비닐 아세테이트 공중합체(Vinyl Acetate Ethylene Copolymer) 50~60 중량%, 반응성 향상을 위한 첨가제 1~2중량% 및 잔부 수용액으로 이루어진 제1혼합물 10~15중량%에, 산화칼슘 10~15 중량%, 점도 조절 및 강도 발현을 위해 0.4~0.8mm의 입도를 갖는 규사 혹은 모래 35~45 중량% 및 잔부 수용액으로 이루어진 제2혼합물 85~90중량%로 혼합된 보수보강층을 더 형성한 것을 특징으로 하는 옥상 보호모르타르 표면강화 방수구조를 제공한다.The present invention provides a means for achieving the above object, in a waterproof structure comprising a rooftop slab layer, the present waterproof layer formed on the rooftop slab layer, and a protective mortar layer formed on the present waterproof layer; 10 to 20% by weight of xylene, 5 to 10% by weight of methyl isobutyl ketone (MIBK), isopropyl alcohol (Iso propyl) to infiltrate the protective mortar to the upper surface of the protective mortar layer to strengthen the mother alchol) 20 to 30% by weight and 80 to 86% by weight of epoxy resin consisting of epoxy resin, and a curing agent consisting of 50 to 60% by weight of xylene and 40 to 50% by weight of polyamine. Compounding 14 to 20% by weight and infiltrating the mixture to further form a surface curing enhancement layer; The upper surface of the surface curing enhancement layer 50 ~ 60% by weight of ethylene vinyl acetate copolymer (Vinyl Acetate Ethylene Copolymer) to remove the uneven portion and the neutralization site, 1 ~ 2% by weight of additives to improve the reactivity and the balance 10-15 wt% of the first mixture composed of an aqueous solution, 10-15 wt% of calcium oxide, 35-45 wt% of silica sand or sand having a particle size of 0.4-0.8 mm for viscosity control and strength development It provides a roof protective mortar surface reinforced waterproof structure, characterized in that the water reinforcement layer is further mixed with 85 to 90% by weight of the mixture.

또한, 옥상 슬라브층과, 상기 옥상 슬라브층의 상부에 형성된 본 방수층과, 상기 본 방수층 상부에 형성된 보호모르타르층을 포함하는 방수구조에 있어서; 상기 보호모르타르층의 상면에 보호모르타르가 10~30mm 침투하도록 하여 모체를 강화시키도록 크실렌(Xylene) 10~20 중량%, 메틸이소부틸케톤(MIBK) 5~10 중량%, 이소프로필알코올(Iso propyl alchol) 20~30 중량% 및 잔부 에폭시수지(Epoxy resion)로 이루어진 에폭시계 수지 80~86 중량%에, 크실렌(Xylene) 50~60 중량%, 폴리아민(Polyamine) 40~50 중량%로 이루어진 경화제를 14~20 중량%로 배합하여 구성된 혼합물로 이루어진 표면양생강화층을 더 형성하고; 상기 표면양생강화층의 상면에는 요철부위 및 중성화 부위를 제거하여 박리성을 억제하도록 에틸렌 비닐 아세테이트 공중합체(Vinyl Acetate Ethylene Copolymer) 50~60 중량%, 반응성 향상을 위한 첨가제 1~2중량% 및 잔부 수용액으로 이루어진 제1혼합물 10~15중량%에, 산화칼슘 10~15 중량%, 점도 조절 및 강도 발현을 위해 0.4~0.8mm의 입도를 갖는 규사 혹은 모래 35~45 중량% 및 잔부 수용액으로 이루어진 제2혼합물 85~90중량%로 혼합된 보수보강층을 더 형성한 후; 보수보강층의 상면에는 방수기능을 보강하고, 통기성을 갖도록 산화티타늄(Titanium Dioxide) 1~1.5 중량%, 트리메틸-2.4-팬탄디올-1.3-이소부틸레이트(2.4-trimetyl-1.3-pentandiol isobutyrate) 1~3 중량%, 에틸렌글리콜(Ethylene glycol) 1~3 중량%, 칼슘카보네이트(Calcium Carbonate) 30~40 중량%, 아크릴에멀젼(Acrylic Emulsion) 40~50 중량%, 착색 재료로 시아닌그린(Cyanine Green) 5~8 중량% 및 잔부 수용액(물)로 이루어진 아크릴계 도막방수층이 더 형성된 것에도 그 특징이 있다.In addition, in the waterproof structure comprising a rooftop slab layer, the present waterproof layer formed on the rooftop slab layer, and a protective mortar layer formed on the present waterproof layer; 10 to 20% by weight of xylene, 5 to 10% by weight of methyl isobutyl ketone (MIBK), isopropyl alcohol (Iso propyl) to infiltrate the protective mortar to the upper surface of the protective mortar layer to strengthen the mother alchol) 20 to 30% by weight and 80 to 86% by weight of epoxy resin consisting of epoxy resin, and a curing agent consisting of 50 to 60% by weight of xylene and 40 to 50% by weight of polyamine. Further forming a surface curing enhancement layer consisting of a mixture consisting of 14 to 20% by weight; The upper surface of the surface curing enhancement layer 50 ~ 60% by weight of ethylene vinyl acetate copolymer (Vinyl Acetate Ethylene Copolymer) to remove the uneven portion and the neutralization site, 1 ~ 2% by weight of additives to improve the reactivity and the balance 10-15 wt% of the first mixture composed of an aqueous solution, 10-15 wt% of calcium oxide, 35-45 wt% of silica sand or sand having a particle size of 0.4-0.8 mm for viscosity control and strength development After further forming a water reinforcement layer mixed with 85 to 90% by weight of the mixture; On the upper surface of the reinforcing layer, 1 to 1.5% by weight of titanium oxide (Titanium Dioxide), 1 to 1.5% of trimethyl-2.4-pentanediol-1.3-isobutyrate (2.4-trimetyl-1.3-pentandiol isobutyrate) to reinforce waterproofing and breathability 3 wt%, ethylene glycol 1-3 wt%, Calcium Carbonate 30-40 wt%, Acrylic Emulsion 40-50 wt%, Cyanine Green as coloring material 5 It is also characteristic that the acrylic coating film waterproof layer which consists of -8 weight% and remainder aqueous solution (water) is further formed.

한편, 본 발명은 상기 표면양생강화층이 형성되는 보호모르타르층의 표면에는 신축 줄눈이 더 형성된 것에도 그 특징이 있다.On the other hand, the present invention is characterized in that the expansion joint is further formed on the surface of the protective mortar layer in which the surface curing enhancement layer is formed.

뿐만 아니라, 본 발명은 옥상 슬라브층과, 상기 옥상 슬라브층의 상부에 형성된 본 방수층(비노출 방수층)과, 상기 본 방수층 상부에 형성된 보호모르타르층을 포함하는 방수구조를 갖도록 방수하는 방수공법에 있어서; 상기 보호모르타르층의 표면에 잔류된 수분, 이물질 등을 제거하여 밀착성을 높이는 보호모르타르층 표면 전처리단계와; 상기 전처리단계를 거친 보호모르타르층의 거동 폭을 흡수하도록 표면에 신축줄눈 또는 커팅/줄눈 확대 작업을 수행하는 단계와; 상기 신축줄눈 또는 커팅/줄눈 확대 작업된 보호모르타르층의 상면에 앞서 기재된 표면양생강화층을 형성하여 보호모르타르층의 표면을 강화하는 단계와; 표면 강화된 상기 표면양생강화층의 상면에 잔류된 요철부위 또는 중성화 부위를 보수 보강하기 위해 앞서 기재된 보수보강층을 더 형성하는 단계를 포함하여 구성되는 것을 특징으로 하는 옥상 보호모르타르 표면강화 방수공법도 제공한다.In addition, the present invention is a waterproof method for waterproofing to have a waterproof structure including a rooftop slab layer, the present waterproofing layer (non-exposed waterproofing layer) formed on the rooftop slab layer, and a protective mortar layer formed on the present waterproofing layer; A protective mortar layer surface pretreatment step of increasing adhesion by removing moisture, foreign matter, etc. remaining on the surface of the protective mortar layer; Performing expansion joint or cutting / joint enlargement on the surface to absorb the width of the protective mortar layer which has been subjected to the pretreatment step; Reinforcing the surface of the protective mortar layer by forming the surface curing reinforcement layer described above on the upper surface of the protective joint or the cutting / joint enlargement protective mortar layer; It also provides a roof protection mortar surface strengthening waterproofing method characterized in that it comprises the step of forming a repair reinforcement layer described above in order to repair reinforcement of the uneven portion or the neutralized portion remaining on the upper surface of the surface hardening reinforcing layer do.

이 경우, 상기 보수보강층 형성단계 후, 상기 보수보강층 위에 신축 줄눈 부위를 탄성제로 보강하는 단계와, 보수보강층의 방수성 및 통기성 향상을 위해 상기한 아크릴계 도막방수층을 형성하는 단계를 더 포함하여 구성되는 것에도 그 특징이 있다.
In this case, after the step of forming the reinforcing reinforcing layer, the step of reinforcing the stretched joint portion with an elastic agent on the reinforcing reinforcing layer, and further comprising the step of forming the acrylic coating waterproof layer to improve the waterproofing and breathability of the reinforcing reinforcing layer It also has its features.

본 발명은 다음과 같은 효과를 제공한다.The present invention provides the following effects.

첫째, 기존 옥상방수구조를 두 가지 형태로 구분하여 각 방수구조에 적합한 방법을 적용함으로써 기존 옥상방수 구조의 최적화된 방수기능을 장기적으로 확보할 수 있다.First, by dividing the existing rooftop waterproofing structure into two types and applying the appropriate method to each waterproofing structure, the optimized waterproofing function of the existing rooftop waterproofing structure can be secured in the long term.

둘째, 옥상에 우레탄 도막방수층을 도포하는 대신 표면강화 및 아크릴계 도막방수층 형성를 통해 탄산가스(CO2)의 접촉에 의한 중성화를 방지하는 시공법으로 양생 강화 처리된 보호모르타르는 수분을 잘 흡수하지 않아 누수의 위험도가 낮아지고 중성화를 방지하여 보호모르타르 동결융해의 피해가 없으므로 보호모르타르의 수명이 오래 지속되어 본 방수층의 방수 내구연한을 증가시키고 적용 및 유지관리 차원에서도 경제성을 제공한다.Second, instead of applying the urethane coating waterproof layer on the roof, the protective mortar hardened by curing does not absorb moisture because it is a method of preventing the neutralization by the contact of carbon dioxide (CO 2 ) by strengthening the surface and forming an acrylic coating waterproof layer. As the risk is lowered and neutralization is prevented, there is no damage of protection mortar freezing and thawing, so the life of protection mortar lasts longer, which increases the water resistance endurance of the waterproofing layer and provides economics in terms of application and maintenance.

세째, 방수층 손상누수부분, 구조체결함 누수부분 등에 대한 주입지수공법 및 균열보수공법을 병행함으로서 실질적이고 효과적인 방수효과를 얻을 수 있고, 이를 통해 재보수 및 유지관리가 용이하다는 편리성도 제공한다.
Third, by providing the injection index method and the crack repair method for the damage leakage portion, structural defect leakage portion, etc. of the waterproof layer, it is possible to obtain a practical and effective waterproof effect, thereby providing convenience for easy repair and maintenance.

도 1은 종래 일반적인 구조의 옥상방수구조를 보인 예시적인 단면도이다.
도 2는 본 발명 일 실시예에 따른 옥상방수구조를 보인 예시적인 단면도이다.
도 3은 본 발명 다른 실시예에 따른 옥상방수구조를 보인 예시적인 단면도이다.
1 is an exemplary cross-sectional view showing a rooftop waterproof structure of a conventional general structure.
2 is an exemplary cross-sectional view showing a rooftop waterproof structure according to an embodiment of the present invention.
3 is an exemplary cross-sectional view showing a rooftop waterproof structure according to another embodiment of the present invention.

본 발명에서는 본 방수층(비노출 방수층)의 내구연안이 20~30년 정도인 것을 장기형으로 구분하고, 본 방수층의 내구연안이 10년 미만인 것을 단기형으로 구분한다. 장기형에는 아스팔트방수(3겹8층방수), 시트(Sheet)방수, 복합방수 등이 해당되며, 단기형에는 우레탄방수, 시멘트 액체방수 등이 해당된다. In the present invention, the durability of the present waterproofing layer (non-exposed waterproofing layer) is divided into a long term type that is about 20 to 30 years, and the durability of the present waterproofing layer is classified into a short term type. Long-term types include asphalt waterproofing (3 layers of 8 layers), sheet waterproofing, composite waterproofing, and short-term types include urethane waterproofing and cement liquid waterproofing.

즉, 본 발명은 기존 옥상방수층의 본 방수층 내구연안에 따라 장기형, 단기형 두 종류로 구분하고 이들 모두를 만족시킬 수 있는 방수구조를 제공하며, 또한 그에 맞는 방수공법을 제공한다. That is, the present invention is divided into two types of long-term and short-term type according to the current waterproof layer durability of the existing rooftop waterproofing layer and provides a waterproof structure that can satisfy all of them, and also provides a waterproofing method accordingly.

이때, 기존 옥상방수구조의 본 방수층이 장기형으로 구성된 것은 보호모르타르의 상태가 양호하다면 별도의 도막방수층을 적용할 필요가 없다. 장기형 본 방수층의 수명은 유지관리만 잘하면 30~40년 정도까지 유효한 것으로 추정한다. 장기형 본 방수층 위의 보호모르타르는 본 방수층이 자외선이나 외부의 충격 등에 의하여 손상되지 않도록 안전하게 보호하는 보호역할만 담당하면 된다. 즉, 도막방수제를 도포하여 방수 목적을 달성하기 보다는 보호모르타르 표면에 탄산가스(CO2)의 접촉에 의한 중성화를 방지하고 물고임 부분(역구배)을 없애는 방향으로 시공되어야 한다[도 2 참조].At this time, the present waterproof layer of the existing rooftop waterproof structure is configured for a long time, if the state of the protective mortar is good, there is no need to apply a separate coating waterproof layer. The lifespan of the long-term waterproofing layer is estimated to be valid for 30 ~ 40 years with good maintenance. The protective mortar on the long-term waterproofing layer only needs to be protected to protect the waterproofing layer from damage by UV rays or external shocks. That is, rather than applying the coating waterproofing agent to achieve the waterproof purpose, it should be constructed in a direction to prevent the neutralization by the contact of carbon dioxide (CO 2 ) on the surface of the protective mortar and to remove the water trap portion (reverse gradient) [see Fig. 2] .

한편, 기존 옥상방수구조의 본 방수층이 단기형인 것은 도막방수가 효과적일 수 있다. 시멘트 액체방수와 같은 무기질 방수층은 균열 추종성이 떨어져 여타의 비노출 방수층보다 내구 연한이 매우 낮기 때문에 대형 옥상 바닥에는 적용이 제한적이다. 그러므로 이런 단기형 본 방수층을 갖고 있는 옥상방수구조에는 수증기투과성에 의한 결로수의 발생을 억제할 수 있는 아크릴 계열 도막방수층이 바람직하다[도 3 참조].On the other hand, the water-proof layer of the existing rooftop waterproof structure is a short-term type can be effective coating waterproof. Inorganic waterproofing layers, such as cement liquid waterproofing, are not applicable to large rooftops because they have less crack trackability and have much lower durability than other unexposed waterproofing layers. Therefore, in the rooftop waterproof structure having such a short-term main waterproof layer, an acrylic coating waterproof layer capable of suppressing generation of condensation water due to water vapor permeability is preferable [see FIG. 3].

물론, 이상의 기존 옥상방수구조의 구분으로 인한 부분은 옥상 보호모르타르와 관련된 부분이며, 보호모르타르를 위한 방수만으로 옥상 전체의 방수성능이 확보되는 않는다. 따라서, 적절한 균열부위 보수방법 및 누수부위 주입지수방법이 병행되어 함은 당연하다 하겠다. Of course, the portion due to the classification of the existing rooftop waterproof structure is a part related to the rooftop mortar, and the waterproof performance of the entire rooftop is not secured only by the waterproofing for the mortar. Therefore, it is natural that an appropriate crack site repair method and a leak site injection index method are combined.

이하에서는, 첨부도면을 참고하여 본 발명에 따른 바람직한 실시예를 보다 상세하게 설명하기로 한다. Hereinafter, with reference to the accompanying drawings will be described in detail a preferred embodiment according to the present invention.

본 발명에서는 기존 옥상방수층의 본 방수층이 장기형 비노출 방수층으로 구성된 것의 경우 본래 본 방수층의 성능을 최대한 보호하기 위해 기존 우레탄계 도막방수 시공을 지양(止揚)한다.In the present invention, when the present waterproofing layer of the existing rooftop waterproofing layer is composed of a long-term unexposed waterproofing layer, the existing urethane-based waterproofing construction is avoided in order to maximize the performance of the original waterproofing layer.

본 발명 일실시예에 따른 방수구조, 더욱 바람직하게는 도 2에 도시된 바와 같은 장기형 옥상방수구조는 옥상 슬라브층(10), 본 방수층(20), 단열층(30), 보호모르타르층(40)으로 이루어진 기존 방수구조에서, 상기 보호모르타르층(40) 상부에 표면양생강화층(50), 보수보강층(60)이 더 포함된 구조를 갖는다.Waterproof structure according to an embodiment of the present invention, more preferably the long-term rooftop waterproof structure as shown in Figure 2 is a rooftop slab layer 10, the present waterproof layer 20, the heat insulation layer 30, the protective mortar layer 40 In the existing waterproof structure made of, the protective mortar layer 40 has a structure further comprising a surface curing enhancement layer 50, the repair reinforcement layer 60.

이때, 상기 표면양생강화층(50) 및 보수보강층(60)은 앞서 종래 기술에서 언급하였듯이, 기존처럼 단순한 도막방수를 위한 우레탄계가 아닌 특수성분으로 이루어진다.At this time, the surface curing reinforcement layer 50 and the reinforcing reinforcement layer 60, as mentioned in the prior art, is made of a special component rather than the urethane-based for simple waterproof film as conventional.

즉, 상기 표면양생강화층(50)은 모체인 보호모르타르층(40)을 강화시키기 위한 층으로, 이를 테면 중성화된 것을 제거하고 또 표면의 이물질을 최소화시켜 준다.That is, the surface curing reinforcement layer 50 is a layer for strengthening the parent mortar layer 40, for example, neutralization and removes foreign substances on the surface.

이 경우, 필요에 따라 수축팽창에 따른 보호모르타르층(40)의 거동 폭을 흡수하기 위해 상기 표면양생강화층(50)이 형성되는 보호모르타르층(40)의 표면에 신축 줄눈을 형성할 수도 있다.In this case, the elastic joint may be formed on the surface of the protective mortar layer 40 in which the surface curing reinforcement layer 50 is formed in order to absorb the behavior width of the protective mortar layer 40 due to shrinkage and expansion as necessary. .

아울러, 상기 표면양생강화층(50)은 에폭시계 수지를 사용함이 바람직한데, 상기 에폭시계 수지는 보호모르타르의 침투성이 우수해 10~30mm까지 침투하여 모체를 강화시키는데 크게 기여한다.In addition, the surface curing reinforcement layer 50 is preferably using an epoxy resin, the epoxy resin is excellent in the penetration of the protective mortar and penetrates up to 10 ~ 30mm greatly contribute to strengthen the mother.

이와 관련한 본 발명에 따른 표면양생강화층(50)은 크실렌(Xylene) 10~20 중량%, 메틸이소부틸케톤(MIBK) 5~10 중량%, 이소프로필알코올(Iso propyl alchol) 20~30 중량% 및 잔부 에폭시수지(Epoxy resion)로 이루어진 에폭시계 수지 80~86 중량%에, 크실렌(Xylene) 50~60 중량%, 폴리아민(Polyamine) 40~50 중량%로 이루어진 경화제를 14~20 중량%로 배합하여 구성된 혼합물이다.In this regard, the surface curing enhancement layer 50 according to the present invention is 10 to 20% by weight of xylene (Xylene), 5 to 10% by weight of methyl isobutyl ketone (MIBK), and 20 to 30% by weight of isopropyl alcohol (Iso propyl alchol). And 80 to 86% by weight of epoxy resin composed of balance epoxy resin, and a curing agent consisting of 50 to 60% by weight of xylene and 40 to 50% by weight of polyamine in 14 to 20% by weight. It is a mixture composed.

이때, 옥상 바닥의 중성화 정도에 따라 에폭시계 희석제를 더 첨가할 수 있다.At this time, an epoxy diluent may be further added depending on the degree of neutralization of the rooftop floor.

여기에서, 상기 크실렌은 디메틸벤젠을 말하며 물에 녹지 않고 합성수지의 원료로 중요하게 사용되는 물질이다.Here, the xylene refers to dimethylbenzene and is a material that is not used in water but is important as a raw material of synthetic resin.

본 발명에서는 에폭시수지와의 반응성 유기용매로 사용되며, 에폭시수지를 안정화시킴과 동시에 접착력을 향상시키게 된다.In the present invention is used as a reactive organic solvent with the epoxy resin, to stabilize the epoxy resin and at the same time improve the adhesion.

이를 위해, 상기 크실렌은 10~20중량%로 첨가되어야 하는데, 10중량% 미만으로 첨가되면 반응성이 떨어지고, 20중량%를 초과하게 되면 점도가 높아져 모체 침투성이 저하되므로 상기 범위로 한정함이 바람직하다.To this end, the xylene should be added in 10 to 20% by weight, the reactivity is lowered when added to less than 10% by weight, the viscosity is increased when the content exceeds 20% by weight is preferably limited to the above range because the mother permeability is reduced. .

또한, 상기 메틸이소부틸케톤은 지방족 화합물로서 상온 상압에서 안정한 물질이다.In addition, the methyl isobutyl ketone is an aliphatic compound that is stable at room temperature and normal pressure.

이러한 메틸이소부틸케톤은 본 발명에서 도장 용도 및 에폭시수지의 산화방지제로 활용된다.Such methyl isobutyl ketone is utilized in the present invention as an antioxidant for coating applications and epoxy resins.

이를 위해, 상기 메틸이소부틸케톤은 5~10중량%의 범위로 첨가되어야 하는데, 5중량% 미만으로 첨가되면 도장성 및 산화방지성이 떨어지고, 10중량%를 초과하면 반응성이 높아져 기대 효과를 저해하므로 상기 범위로 한정되어야 한다.To this end, the methyl isobutyl ketone should be added in the range of 5 to 10% by weight, when added in less than 5% by weight, paintability and antioxidant properties are lowered, and when it exceeds 10% by weight, the reactivity is increased to inhibit the expected effect. Therefore, it should be limited to the above range.

뿐만 아니라, 상기 이소프로필알코올은 무극성 물질을 용해하며, 페인트나 잉크의 용제로 사용된다.In addition, the isopropyl alcohol dissolves nonpolar substances and is used as a solvent for paints and inks.

이러한 이소프로필알코올은 본 발명에서 에폭시수지의 모체 침투성을 강화시키기 위해 첨가되며, 이를 위해 가장 바람직한 첨가량은 20~30중량%이다.Such isopropyl alcohol is added to enhance the mother permeability of the epoxy resin in the present invention, the most preferred amount is 20 to 30% by weight for this purpose.

그리고, 상기 폴리아민은 아미노기를 2개 이상 가진 지방족 탄화수소로서, 본 발명에서는 유기고분자 응집제로 활용된다.The polyamine is an aliphatic hydrocarbon having two or more amino groups, and is used as an organic polymer flocculant in the present invention.

따라서, 상기 폴리아민은 용매인 크실렌과 반응하여 경화성을 가진 경화제로 제조되며, 대략 1:1의 비율로 혼합됨이 특성 발현에 가장 효과적이다.Accordingly, the polyamine is prepared as a curing agent having a curable property by reacting with xylene, which is a solvent, and mixing at a ratio of about 1: 1 is most effective for expression of properties.

이러한 기능과 성분조성비를 갖고 배합 구성된 표면양생강화층(50)은 모체인 보호모르타르층(40)을 강화시키게 된다.The surface curing reinforcement layer 50 having such a function and component composition ratio is reinforced to strengthen the protective mortar layer 40 as a parent.

이후, 표면양생강화층(50)의 표면에 형성된 요철 부위나 중성화 부위 보수구간 및 역구배 부분은 아크릴계 수지를 바인더(binder)로 한 혼합물을 사용하여 보수보강층(60)을 형성한다.Subsequently, the uneven part or the neutralized part of the repair section and the reverse gradient part formed on the surface of the surface curing reinforcement layer 50 forms a repair reinforcing layer 60 using a mixture of acrylic resin as a binder.

즉, 상기 보수보강층(60)은 표면양생강화층(50)의 상면에서 발생된 요철 부위및 역구배 주변 혹은 중성화 부위를 수지 몰탈로 보수, 보강하여 전체적으로 균일한 층을 이루도록 하는 것이다.That is, the reinforcing reinforcement layer 60 repairs and reinforces the irregularities and reverse gradient surroundings or the neutralization sites generated on the upper surface of the surface curing reinforcement layer 50 to form a uniform layer as a whole.

이때, 상기 보수보강층(60)을 일반 시멘트 몰탈로 시공하면 두께가 얇은 경우 바닥으로부터 박리현상이 쉽게 발생하기 때문에 이러한 것은 지양(止揚)되어야 한다.At this time, when the reinforcing reinforcement layer 60 is constructed with general cement mortar, since the peeling phenomenon occurs easily from the bottom when the thickness is thin, this should be avoided.

아울러, 상기 보수보강층(60)은 박리현상을 극소화시키기 위해, 에틸렌 비닐 아세테이트 공중합체(Vinyl Acetate Ethylene Copolymer) 50~60 중량%, 반응성 향상을 위한 첨가제 1~2중량% 및 잔부 수용액으로 이루어진 제1혼합물 10~15중량%에, 산화칼슘 10~15 중량%, 점도 조절 및 강도 발현을 위해 0.4~0.8mm의 입도를 갖는 규사 혹은 모래 35~45 중량% 및 잔부 수용액으로 이루어진 제2혼합물 85~90중량%로 혼합하여 이루어진다.In addition, the reinforcing reinforcement layer 60 is 50 to 60% by weight of ethylene vinyl acetate copolymer (Vinyl Acetate Ethylene Copolymer), 1 to 2% by weight of additives for improving the reactivity and the remainder aqueous solution in order to minimize the peeling phenomenon 10-15 wt% of mixture, 10-15 wt% of calcium oxide, 35-45 wt% of silica sand or sand with a particle size of 0.4-0.8 mm for viscosity control and strength development, 85-90 By weight percent.

여기에서, 상기 에틸렌 비닐아세테이트 공중합체는 가교반응을 위해 첨가되며, 60중량%를 초과하면 가교반응이 포화되고, 50중량% 미만으로 첨가되면 보수 보강을 위한 가교반응이 떨어지므로 상기 범위로 한정함이 바람직하다.Here, the ethylene vinyl acetate copolymer is added for the crosslinking reaction, the crosslinking reaction is saturated if more than 60% by weight, if less than 50% by weight the crosslinking reaction for repair reinforcement is limited to the above range This is preferred.

한편, 도 3에 도시된 바와 같이, 단기형일 경우에는 앞서 설명한 장기형의 구조 중 보수보강층(60) 상부에 아크릴계 도막방수층(70)이 더 형성된 구조를 갖는다.On the other hand, as shown in Figure 3, the short-term type has a structure in which the acrylic coating waterproof layer 70 is further formed on the reinforcing reinforcement layer 60 of the above-described long-term structure.

이는 방수기능을 더욱 더 보강하기 위한 것으로, 통기성이 있는 아크릴계 도막방수층(70)을 적용함으로써 내부에 잔류되는 수분 및 수증기를 최대한 제거할 수 있는 구조를 갖추는 것이 바람직하기 때문이다.This is to further reinforce the waterproof function, because it is desirable to have a structure that can remove the moisture and water vapor remaining in the interior by applying the breathable acrylic coating layer waterproof layer 70.

이를 위해, 상기 아크릴계 도막방수층(70)은 산화티타늄(Titanium Dioxide) 1~1.5 중량%, 트리메틸-2.4-팬탄디올-1.3-이소부틸레이트(2.4-trimetyl-1.3-pentandiol isobutyrate) 1~3 중량%, 에틸렌글리콜(Ethylene glycol) 1~3 중량%, 칼슘카보네이트(Calcium Carbonate) 30~40 중량%, 아크릴에멀젼(Acrylic Emulsion) 40~50 중량%, 착색 재료로 시아닌그린(Cyanine Green) 5~8 중량% 및 잔부 수용액으로 구성됨이 바람직하다.To this end, the acrylic coating waterproof layer 70 is 1 to 1.5% by weight of titanium oxide (Titanium Dioxide), 1 to 3% by weight of trimethyl-2.4-pentanediol-1.3-isobutyrate (2.4-trimetyl-1.3-pentandiol isobutyrate) , Ethylene glycol 1-3 wt%, Calcium Carbonate 30-40 wt%, Acrylic Emulsion 40-50 wt%, Cyanine Green 5-8 wt% as a coloring material It is preferably composed of% and the balance aqueous solution.

이때, 상기 산화티타늄은 미립자 표면에서 정전기로 서로 응집하는 응집력이 뛰어나 지수를 위한 응집 강화제로 활용된다.At this time, the titanium oxide is excellent in the cohesive force to agglomerate with each other by the static electricity on the surface of the fine particles are utilized as a cohesive enhancer for the index.

뿐만 아니라, 산화티타늄은 광촉매로서 자외선에 반응하며, 인체에 무해하고, 물리 화학적으로 안정한 물질이다.In addition, titanium oxide reacts with ultraviolet rays as a photocatalyst and is a physicochemically stable substance that is harmless to the human body.

본 발명에서는 미량 첨가되지만 다른 성분과의 결합성 때문에 응집성 및 유동성에 있어 상당한 차이를 나타내게 되는 바, 여기에서는 반응성을 고려하여 1~1.5중량%의 비율로 첨가됨이 적당하다.In the present invention, a small amount is added, but due to the binding property with other components, there is a significant difference in cohesiveness and fluidity.

그리고, 상기 트리메틸-2.4-팬탄디올-1.3-이소부틸레이트는 가수분해 및 산화에 대한 안정성이 높고, 점도가 높은데 비하여 끈적거림이 적어 응집성 및 신축성, 유동성을 모두 증진시키는데 유용한 물질이다.In addition, the trimethyl-2.4-pentanediol-1.3-isobutylate has high stability against hydrolysis and oxidation, and has high viscosity, and is low in stickiness, and is useful for improving both cohesiveness, elasticity and fluidity.

이와 같은 트리메틸-2.4-팬탄디올-1.3-이소부틸레이트를 1중량% 미만으로 첨가하면 점성이 떨어져 응집성이 저하되고, 3중량%를 초과하여 첨가하면 점성이 급증하여 유동성을 저해하므로 상기 범위로 한정됨이 바람직하다.When such trimethyl-2.4-pentanediol-1.3-isobutylate is added in an amount less than 1% by weight, the viscosity decreases and cohesiveness decreases, and when it is added in excess of 3% by weight, the viscosity increases and inhibits fluidity. This is preferred.

또한, 상기 에틸렌글리콜은 자동차 부동액으로 널리 사용되는 화합물로서 가장 간단한 2가 알코올의 하나이며, 순수한 상태에서 냄새와 맛이 없고 끈적끈적한 특성을 가진다.In addition, the ethylene glycol is one of the simplest dihydric alcohols as a compound widely used as an automotive antifreeze, has no smell and taste in the pure state, and has a sticky property.

본 발명에서는 유동성을 고려하여 상기 트리메틸-2.4-팬탄디올-1.3-이소부틸레이트와 동일 함량으로 첨가됨이 바람직하다.In the present invention, it is preferable to add the same content as the trimethyl-2.4-pentanediol-1.3-isobutylate in consideration of fluidity.

아울러, 상기 칼슘카보네이트는 탄산칼슘으로 시멘트의 주원료, 산화칼슘의 원료, 제철건축재료 등의 각종 중화제(中和劑)로 사용된다.In addition, the calcium carbonate is calcium carbonate and is used as various neutralizers such as cement raw material, raw material of calcium oxide, and steel construction material.

본 발명에서는 콘크리트의 중화를 위해 첨가되며, 특히 이산화탄소와의 반응을 통해 이를 제거하는데 기여하게 된다.In the present invention is added for the neutralization of concrete, in particular contributes to the removal through the reaction with carbon dioxide.

이를 위해, 본 발명에서는 칼슘카보네이트를 30~40중량%로 첨가 혼합해야 하는데, 30중량% 미만으로 첨가하면 중화성이 떨어지고, 40중량%를 초과하면 전체 성분의 알카리성을 저해하므로 상기 범위로 한정됨이 바람직하다.To this end, in the present invention, the calcium carbonate should be added and mixed at 30 to 40% by weight, but if added to less than 30% by weight, the neutralization is lowered, and if it exceeds 40% by weight, the alkalinity of the entire component is inhibited, so that the range is limited to the above range. desirable.

그리고, 상기 에멀젼은 가소제(可塑劑, plasticizer)로 사용된다.The emulsion is used as a plasticizer.

만약, 상기 에멀젼을 40중량% 미만으로 첨가하면 가소성이 떨어져 신축성이 저해되며, 50중량%를 초과하게 되면 가소성이 극대화되어 누수 차단효과를 얻을 수 없으므로 상기 범위로 첨가되어야 한다.If the emulsion is added in less than 40% by weight, the plasticity is lowered, the elasticity is inhibited, if the emulsion exceeds 50% by weight it is to be added in the above range because the plasticity is not maximized to obtain a leakage blocking effect.

또한, 상기 착색 재료는 도포 후 표면 색상 구현을 위한 것으로 특별히 한정할 필요는 없지만 상기 범위로 한정하여 첨가됨이 바람직하다.In addition, the coloring material is for realizing the color of the surface after application, but is not particularly limited and is preferably added in the above range.

이와 같은 성분 조성으로 이루어진 본 발명에 따른 옥상 보호모르타르 표면강화 구조는 다음과 같이 시공될 수 있는데, 장기형을 표준 모델로 설명한다.The rooftop protective mortar surface strengthening structure according to the present invention having such a component composition can be constructed as follows, and the long-term type will be described as a standard model.

아울러, 이하 설명되는 구조에서 사용되는 층들은 앞서 설명한 성분조성으로 이루어진 층이라고 이해하면 된다.In addition, it is to be understood that the layers used in the structures described below are layers composed of the above-described component composition.

먼저, 보호모르타르층 표면 전처리단계가 수행된다.First, the protective mortar layer surface pretreatment step is performed.

상기 보호모르타르층 표면 전처리단계는 표면에 잔류된 수분, 이물질 등을 제거하여 밀착성을 높이기 위한 것으로 반드시 선행되어야 한다.The protective mortar layer surface pretreatment step must be preceded to remove adhesion of moisture, foreign matter, etc. remaining on the surface.

아울러, 옥상의 난간 등의 밀림 현상이 발생한 곳에서는 수축팽창에 따른 보호모르타르층의 거동 폭이 커져 박리 현상이 촉진되므로 이를 방지하기 위해, 즉 거동 폭을 최대한 흡수할 수 있도록 하기 위해 필요한 부위에 신축줄눈 또는 커팅/줄눈 확대단계가 수행된다.In addition, in the place where the rolling phenomenon such as the rooftop railing occurs, the width of the protective mortar layer is increased due to shrinkage expansion, and thus the peeling phenomenon is promoted. Therefore, expansion and contraction is necessary in order to prevent the maximum absorption width. The joint or cutting / joint enlargement step is performed.

이후, 보호모르타르층 표면 강화단계가 수행된다.Thereafter, the protective mortar layer surface strengthening step is performed.

상기 보호모르타르층 표면 강화단계는 보호모르타르가 10~30mm의 깊이까지 침투되게 하여 층 자체를 강화시키게 되는데, 이를 위해 앞서 설명한 성분조성으로 이루어진 표면양생강화층이 상기 보호모르타르층 위에 도포되는 형태로 이루어진다.The protective mortar layer surface reinforcing step is to make the protective mortar penetrates to a depth of 10 ~ 30mm to strengthen the layer itself, for this purpose, the surface curing reinforcement layer consisting of the composition of the above-described composition is formed on the protective mortar layer. .

그리고, 상기 표면양생강화층의 표면에 생긴 요철 부위, 역구배 주변 및 중성화 부분을 보수보강하기 위한 보수보강단계가 수행된다.In addition, a repair reinforcement step is performed to repair and strengthen the uneven portion, the inverse gradient surrounding, and the neutralized portion formed on the surface of the surface curing enhancement layer.

상기 보수보강단계는 앞서 설명한 성분조성으로 이루어진 보수보강층이 상기 표면양생강화층 상면에 도포됨으로써 이루어진다.The repair reinforcing step is performed by applying a repair reinforcing layer composed of the above-described composition on the surface curing reinforcement layer.

마지막으로, 상기 보수보강단계 후 신축 줄눈 부위를 탄성보강하는 단계가 수행되는데, 상기 단계는 필요에 따라 배제될 수 있다.Finally, a step of elastically reinforcing the stretched joint part after the reinforcing step is performed, and the step may be excluded as necessary.

이와 같은 방법으로 방수시공되는 장기형 외에 단기형의 경우에는 상기 마지막 단계 후 앞서 설명한 성분조성으로 이루어진 아크릴계 탄성도막제로 도막방수층이 더 형성될 수 있다.In the case of the short-term type in addition to the long-term type that is waterproofed in this way, the coating layer waterproof layer may be further formed of an acrylic elastic coating agent composed of the above-described component composition after the last step.

이와 같이, 본 발명에 따른 방수구조 및 그 방수공법은 옥상 구조의 보호모르타르층이 중성화되는 것을 막고, 통기성을 갖도록 함으로써 잔류 수분에 의한 박리 박락을 억제하면서 장수명화를 가능하게 한다.
As described above, the waterproof structure and the waterproofing method according to the present invention prevent the neutralization of the protective mortar layer of the roof structure and make it breathable, thereby making it possible to have a long service life while suppressing peeling and peeling due to residual moisture.

10 : 옥상 슬라브층 20 : 본 방수층
30 : 단열층 40 : 보호모르타르층
50 : 표면양생강화층 60 : 보수보강층
70 : 도막방수층
10: roof slab layer 20: present waterproof layer
30: heat insulation layer 40: protective mortar layer
50: surface curing reinforcement layer 60: repair reinforcement layer
70: waterproofing layer

Claims (5)

옥상 슬라브층과, 상기 옥상 슬라브층의 상부에 형성된 본 방수층과, 상기 본 방수층 상부에 형성된 보호모르타르층을 포함하는 방수구조에 있어서;
상기 보호모르타르층의 상면에 보호모르타르가 10~30mm 침투하도록 하여 모체를 강화시키도록 크실렌(Xylene) 10~20 중량%, 메틸이소부틸케톤(MIBK) 5~10 중량%, 이소프로필알코올(Iso propyl alchol) 20~30 중량% 및 잔부 에폭시수지(Epoxy resion)로 이루어진 에폭시계 수지 80~86 중량%에, 크실렌(Xylene) 50~60 중량%, 폴리아민(Polyamine) 40~50 중량%로 이루어진 경화제를 14~20 중량%로 배합하여 구성된 혼합물로 이루어진 표면양생강화층을 더 형성하고;
상기 표면양생강화층의 상면에는 요철부위, 역구배 주변 및 중성화 부위를 제거하여 박리성을 억제하도록 에틸렌 비닐 아세테이트 공중합체(Vinyl Acetate Ethylene Copolymer) 50~60 중량%, 반응성 향상을 위한 첨가제 1~2중량% 및 잔부 수용액으로 이루어진 제1혼합물 10~15중량%에, 산화칼슘 10~15 중량%, 점도 조절 및 강도 발현을 위해 0.4~0.8mm의 입도를 갖는 규사 혹은 모래 35~45 중량% 및 잔부 수용액으로 이루어진 제2혼합물 85~90중량%로 혼합된 보수보강층을 더 형성하고;
상기 보수보강층의 상면에는 방수기능을 보강하고, 통기성을 갖도록 산화티타늄(Titanium Dioxide) 1~1.5 중량%, 트리메틸-2.4-팬탄디올-1.3-이소부틸레이트(2.4-trimetyl-1.3-pentandiol isobutyrate) 1~3 중량%, 에틸렌글리콜(Ethylene glycol) 1~3 중량%, 칼슘카보네이트(Calcium Carbonate) 30~40 중량%, 아크릴에멀젼(Acrylic Emulsion) 40~50 중량%, 착색 재료로 시아닌그린(Cyanine Green) 5~8 중량% 및 잔부 수용액으로 이루어진 아크릴계 도막방수층이 더 형성된 것을 특징으로 하는 옥상 보호모르타르 표면강화 방수구조.
In a waterproof structure comprising a rooftop slab layer, the present waterproof layer formed on the rooftop slab layer, and a protective mortar layer formed on the present waterproof layer;
10 to 20% by weight of xylene, 5 to 10% by weight of methyl isobutyl ketone (MIBK), isopropyl alcohol (Iso propyl) to infiltrate the protective mortar to the upper surface of the protective mortar layer to strengthen the mother alchol) 20 to 30% by weight and 80 to 86% by weight of epoxy resin consisting of epoxy resin, and a curing agent consisting of 50 to 60% by weight of xylene and 40 to 50% by weight of polyamine. Further forming a surface curing enhancement layer consisting of a mixture consisting of 14 to 20% by weight;
50 to 60% by weight of an ethylene vinyl acetate copolymer (Vinyl Acetate Ethylene Copolymer) to remove the uneven portion, the reverse gradient and the neutralization portion on the upper surface of the surface curing reinforcement layer, and an additive 1 to 2 to improve reactivity. 10-15 wt% of the first mixture consisting of wt% and the balance aqueous solution, 10-15 wt% of calcium oxide, 35-45 wt% of silica sand or sand having a particle size of 0.4-0.8 mm for viscosity control and strength development Further forming a reinforcing reinforcement layer mixed with 85 to 90% by weight of the second mixture consisting of an aqueous solution;
On the upper surface of the reinforcing reinforcing layer to reinforce the waterproof function, breathable titanium oxide (Titanium Dioxide) 1 to 1.5% by weight, trimethyl-2.4-pentanediol-1.3-isobutylate (2.4-trimetyl-1.3-pentandiol isobutyrate) 1 ~ 3 wt%, ethylene glycol 1-3 wt%, Calcium Carbonate 30-40 wt%, Acrylic Emulsion 40-50 wt%, Cyanine Green as coloring material Roof protection mortar surface-reinforced waterproof structure, characterized in that the acrylic coating waterproof layer further comprises 5 to 8% by weight and the balance aqueous solution.
삭제delete 청구항 1에 있어서;
상기 표면양생강화층이 형성되는 보호모르타르층의 표면에는 신축 줄눈이 더 형성된 것을 특징으로 하는 옥상 보호모르타르 표면강화 방수구조.
The method according to claim 1;
Roof protection mortar surface reinforced waterproof structure, characterized in that the expansion joint is further formed on the surface of the protective mortar layer in which the surface curing enhancement layer is formed.
옥상 슬라브층과, 상기 옥상 슬라브층의 상부에 형성된 본 방수층과, 상기 본 방수층 상부에 형성된 보호모르타르층을 포함하는 방수구조를 갖도록 방수하는 방수공법에 있어서;
상기 보호모르타르층의 표면에 잔류된 수분, 이물질 등을 제거하여 밀착성을 높이는 보호모르타르층 표면 전처리단계와;
상기 전처리단계를 거친 보호모르타르층의 거동 폭을 흡수하도록 표면에 신축줄눈 또는 커팅/줄눈 확대 작업을 수행하는 단계와;
상기 신축줄눈 또는 커팅/줄눈 확대 작업된 보호모르타르층의 상면에 청구항 1에 기재된 표면양생강화층을 형성하여 보호모르타르층의 표면을 강화하는 단계와;
표면 강화된 상기 표면양생강화층의 상면에 잔류된 요철부위 또는 중성화부위를 보수 보강하기 위해 청구항 1에 기재된 보수보강층을 더 형성하는 단계와;
상기 보수보강층 형성단계 후, 상기 보수보강층 위에 신축 줄눈 부위를 탄성제로 보강하는 단계와;
보수보강층의 방수성 및 통기성 향상을 위해 청구항 1에 기재된 아크릴계 도막방수층을 형성하는 단계를 더 포함하여 구성되는 것을 특징으로 하는 옥상 보호모르타르 표면강화 방수공법.
In the waterproofing method for waterproofing to have a waterproof structure including a rooftop slab layer, a main waterproof layer formed on the rooftop slab layer, and a protective mortar layer formed on the main waterproof layer;
A protective mortar layer surface pretreatment step of increasing adhesion by removing moisture, foreign matter, etc. remaining on the surface of the protective mortar layer;
Performing expansion joint or cutting / joint enlargement on the surface to absorb the width of the protective mortar layer which has been subjected to the pretreatment step;
Reinforcing the surface of the protective mortar layer by forming a surface curing enhancement layer according to claim 1 on the upper surface of the protective mortar layer which has been expanded or cut / jointed;
Forming a reinforcing reinforcing layer according to claim 1 for reinforcing and reinforcing the uneven portion or the neutralized portion remaining on the upper surface of the surface hardened reinforcing layer;
After the step of forming the reinforcing reinforcing layer, reinforcing the elastic joint part on the reinforcing reinforcing layer;
The roofing protection mortar surface strengthening waterproofing method further comprises the step of forming an acrylic coating waterproofing layer according to claim 1 to improve the waterproofing and breathability of the reinforcing reinforcing layer.
삭제delete
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KR101596420B1 (en) 2015-08-05 2016-03-08 (주)성산기업 Method for carrying out water-proof on the housetop
CN109577279A (en) * 2019-01-04 2019-04-05 杭州国电大坝安全工程有限公司 The concrete surface protective coating and its construction method of high antistripping
KR102114449B1 (en) 2019-09-16 2020-05-22 (주)지블리안 Method for repairing and waterproofing of concrete and mortar's
KR102179600B1 (en) * 2019-10-28 2020-11-17 합자회사 건축사사무소태백 Method of waterproofing construction for rooftop of building
KR20220000650A (en) * 2020-06-26 2022-01-04 박우철 Method for performing waterproof of the roof of a building
KR20220003300A (en) 2020-07-01 2022-01-10 (주)성산기업 Hybrid environment-friendly rooftop waterproofing method
KR102515493B1 (en) 2022-03-02 2023-03-29 은성건설 주식회사 Roof waterproofing material using liquid emulsion and mineral mixed powder and construction method using the roof waterproofing material
KR102675234B1 (en) * 2023-05-30 2024-06-14 주식회사 유신건축종합건축사사무소 Insulation structure for rooftop slab of apartment

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030032597A (en) * 2001-10-16 2003-04-26 첨단기술개발 주식회사 The waterproof and method of one water-typae multipolymer
KR20040027632A (en) * 2004-02-18 2004-04-01 김복일 Waterproofing using epoxy or acrylic epoxy cement mortar
KR100885944B1 (en) * 2008-01-22 2009-02-26 삼공건설화학 주식회사 Concrete surface waterproof structure and construction method
KR20100075889A (en) * 2007-09-11 2010-07-05 카네카 코포레이션 Liquid resin composition and cured product using the liquid resin composition

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030032597A (en) * 2001-10-16 2003-04-26 첨단기술개발 주식회사 The waterproof and method of one water-typae multipolymer
KR20040027632A (en) * 2004-02-18 2004-04-01 김복일 Waterproofing using epoxy or acrylic epoxy cement mortar
KR20100075889A (en) * 2007-09-11 2010-07-05 카네카 코포레이션 Liquid resin composition and cured product using the liquid resin composition
KR100885944B1 (en) * 2008-01-22 2009-02-26 삼공건설화학 주식회사 Concrete surface waterproof structure and construction method

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101596420B1 (en) 2015-08-05 2016-03-08 (주)성산기업 Method for carrying out water-proof on the housetop
CN109577279A (en) * 2019-01-04 2019-04-05 杭州国电大坝安全工程有限公司 The concrete surface protective coating and its construction method of high antistripping
CN109577279B (en) * 2019-01-04 2024-03-01 杭州国电大坝安全工程有限公司 High-stripping-resistance concrete surface protective coating and construction method thereof
KR102114449B1 (en) 2019-09-16 2020-05-22 (주)지블리안 Method for repairing and waterproofing of concrete and mortar's
KR102179600B1 (en) * 2019-10-28 2020-11-17 합자회사 건축사사무소태백 Method of waterproofing construction for rooftop of building
KR20220000650A (en) * 2020-06-26 2022-01-04 박우철 Method for performing waterproof of the roof of a building
KR102461838B1 (en) * 2020-06-26 2022-11-01 박우철 Method for performing waterproof of the roof of a building
KR20220003300A (en) 2020-07-01 2022-01-10 (주)성산기업 Hybrid environment-friendly rooftop waterproofing method
KR102515493B1 (en) 2022-03-02 2023-03-29 은성건설 주식회사 Roof waterproofing material using liquid emulsion and mineral mixed powder and construction method using the roof waterproofing material
KR102675234B1 (en) * 2023-05-30 2024-06-14 주식회사 유신건축종합건축사사무소 Insulation structure for rooftop slab of apartment

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