KR910006139B1 - Method for executing water proofing work - Google Patents

Method for executing water proofing work Download PDF

Info

Publication number
KR910006139B1
KR910006139B1 KR1019880003960A KR880003960A KR910006139B1 KR 910006139 B1 KR910006139 B1 KR 910006139B1 KR 1019880003960 A KR1019880003960 A KR 1019880003960A KR 880003960 A KR880003960 A KR 880003960A KR 910006139 B1 KR910006139 B1 KR 910006139B1
Authority
KR
South Korea
Prior art keywords
cement
layer
waterproof
rubber
coating
Prior art date
Application number
KR1019880003960A
Other languages
Korean (ko)
Other versions
KR890016263A (en
Inventor
김종화
Original Assignee
장강산업 주식회사
김종화
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 장강산업 주식회사, 김종화 filed Critical 장강산업 주식회사
Priority to KR1019880003960A priority Critical patent/KR910006139B1/en
Publication of KR890016263A publication Critical patent/KR890016263A/en
Application granted granted Critical
Publication of KR910006139B1 publication Critical patent/KR910006139B1/en

Links

Images

Classifications

    • 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

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Aftertreatments Of Artificial And Natural Stones (AREA)
  • Building Environments (AREA)
  • Paints Or Removers (AREA)

Abstract

A method for transmitting a control signal from a programmable remote controller having a subscription key comprises the steps of periodically checking an internal interrupt generation of the remote controller on initial izing of the system; releasing a standby mode and counting real clocks as a low speed clock; checking a state of subscription flag to determine whether the transmission of remote control signal is subscribed or not; and outputting a subscribed remoconcode when the subscription time equals to a present time.

Description

액체 침투식 방수 시공법Liquid Penetration Waterproof Construction Method

도면은 본 발명의 시공법에 의하여 시공된 콘크리이트 표면부의 단면 개략도이다.The figure is a cross-sectional schematic of the concrete surface part constructed by the construction method of this invention.

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

1-3 : 에폭시수지도료도포층 4 : 아크릴수지도료도포층1-3: epoxy resin coating layer 4: acrylic resin coating layer

5 : 고무시멘트 배합물 보강층 6 : 방수시멘트 몰탈층5: rubber cement compound reinforcing layer 6: waterproof cement mortar layer

7 : 아크릴수지도료도포층 8 : 고무시멘트 배합물 도포층7: acrylic resin coating layer 8: rubber cement compound coating layer

9 : 표면전처리층9: surface pretreatment layer

본 발명은 우수한 방수성, 방식성, 내충격성, 내약품성을 나타낼 수 있는 방수 시공법에 관한 것이다. 더 구체적으로는 천연고무, 아크릴수지, 에폭시수지, 시멘트 몰탈로 되는 배합물을 콘크리트 양생표면층에 다중 적층시켜서 상기한 특성을 나타내도록 하는 방수시공법에 관한 것이다.The present invention relates to a waterproof construction method that can exhibit excellent water resistance, corrosion resistance, impact resistance, chemical resistance. More specifically, the present invention relates to a waterproof construction method in which a mixture of natural rubber, acrylic resin, epoxy resin, and cement mortar is laminated on a concrete curing surface layer to exhibit the above characteristics.

일반적으로 건물의 지하외 벽등을 방수처리함에 있어서 시멘트 몰탈에 방수제를 배합하여 미장한 다음 아스탈트유의 적층등에 의하거나 비닐수지류의 적층법등이 제공되고 있으나 완벽한 방수가 힘들고 더구나 산, 알칼리 성분이나 화학성분에 의한 부식에 견딜 수 없으며, 충격에 의한 균열 발생이 많아서 재시공이 필요한 단점이 노출되어 왔다. 특히, 하수정화조나 공장 페기물 처리조의 내벽의 방수처리는 거의 사용될 수 없는 단점이 있었다.In general, the waterproofing of underground walls of buildings is waterproofed with cement mortar, and then used by lamination of asalt oil or lamination of vinyl resins. It can not withstand the corrosion caused by chemical components, and many defects that require reconstruction have been exposed because of the occurrence of cracks due to impact. In particular, the waterproofing of the inner wall of the sewage purification tank or factory waste treatment tank has almost a disadvantage that can not be used.

본 발명에서는 천연고무 에라스토머와 시멘트 몰탈 배합물로 콘크리이트 표면의 전처리후 아크릴수지와 경화제가 배합된 수지층의 표면전층도포, 방수 시멘트층, 천연고무 에라스토머의 시멘트 몰탈 배합물적층, 아크릴수지층도포, 에폭시수지도료 도포의 연속 적층 처리된 방수시공층의 제공으로 상기한 문제들을 개선함을 목적으로 한다.In the present invention, after the pretreatment of the concrete surface with a natural rubber elastomer and cement mortar compound, the surface layer coating of the resin layer containing the acrylic resin and the curing agent, the waterproof cement layer, the cement mortar compound laminate of natural rubber elastomer, acrylic water It is an object of the present invention to improve the above problems by providing a continuous layered waterproof coating layer of a layered coating and epoxy resin coating.

본 발명에서 시멘트 몰탈과 천연고무 에라스토머의 배합물에서 사용되는 천연고무는 실온에서 경화될 수 있는 천연고무로서, 이소프렌구조를 갖는 천연고무 7부에 로진 1부, 헥산 30부, 톨루엔 30부, 석유벤진 30부를 혼합한 것으로서 시멘트에 대하여 모래질 작업이 원만하게 진행될 수 있는 점도가 되도록, 예를 들면 시멘트 1kg에 700-3000g의 비율로 배합하여서 방수가 필요한 콘크리이트 양생면의 균열부, 요철부등을 부분별로 여타 부분과 평면이 되는 정도에서 표면부 보강처리를 행한다.Natural rubber used in the blend of cement mortar and natural rubber elastomer in the present invention is a natural rubber that can be cured at room temperature, 1 part of rosin, 30 parts of hexane, 30 parts of toluene, 7 parts of natural rubber having isoprene structure, A mixture of 30 parts of petroleum benzine is blended at a rate of 700-3000g to 1kg of cement so that sanding work can be smoothly performed on cement. The surface portion reinforcement treatment is carried out to the extent that the portion becomes planar with other portions for each portion.

표면부1차 보강작업이 완료되면 아크릴산 또는 메타크릴산의 알킬에스테르 모노머 2종이상 98-85중량%와 카르복실기 함유 공중합성 모노머 2-15중량%에서 얻어진 공중합체 60-98중량부와 수용성 아미노수지 40-2중량부로 되는 아크릴계 피복도료를 공시의 롤러에 의하여 1-2회 도포 하였다. 이 아크릴계 수지도료의 피복도포로 이것이 경화됨에 따라 알카리 성분의 존재에도 불구하고 가교되면서 3차원화된 치밀한 도막을 형성하여 시멘트 성분 누출에 의한 에플루로레슨스 현상, 연화, 팽윤등이 없게 된다.60-98 parts by weight of the copolymer obtained from at least 98-85% by weight of the alkyl ester monomer of acrylic acid or methacrylic acid and 2-15% by weight of the carboxyl group-containing copolymerizable monomer when the surface reinforcement is completed. An acrylic coating of 40-2 parts by weight was applied 1-2 times with a published roller. As this coating is cured with the acrylic resin coating material, despite the presence of the alkali component, it crosslinks to form a three-dimensional, dense coating film, thereby eliminating the effect of fluo-resonance, softening, and swelling due to leakage of cement components.

이상의 2차 수지도포가 완료되면 공지의 방수제가 혼입된 시멘트 몰탈, 예를 들면, 시중에서 구입될 수 있는 M-L방수제를 시멘트에 대하여 M-L방수제 : 시멘트가 2:1의 비율이 되도록 하여서 2차도포와 같이 롤러나 붓칠하여 3차 도막을 형성한다. 1일 이상 경화하여 완전 경화되면 다시 고무가 혼입된 시멘트 몰탈을 10mm이상 공지의 방법으로 미장한다. 이때에 사용되는 시멘트 몰탈이란 1차 도막에서 사용된 고무혼합물에 시멘트, 모래, M-L 방수제를 미장 작업이 손쉬운 정도로 예를 들면 시멘트 중량을 기준으로 모래 30-100중량부, 고무혼합물 100-150중량부, M-L 방수제 100-150중량부의 비율로 배합하여서 두께 10mm 정도로 미장시켜서 4차 방수몰탈층을 형성한다. 1일이상 방치하여 4차 방수몰탈층이 양생이 되면 다시 3차 도막에서 사용된 아크릴수지계 혼합물을 롤러에 의하여 1-2회 전면 도포하여 최종적인 방수 도막을 형성하였다.When the above secondary resin coating is completed, cement mortar containing a known waterproofing agent, for example, an ML waterproofing agent commercially available may be used as a ML waterproofing agent: cement ratio of 2: 1 to cement. Roller or brush together to form a tertiary coating film. After hardening for more than 1 day and completely cured, cement mortar containing rubber is plastered by a known method for 10 mm or more. The cement mortar used at this time is easy to plaster cement, sand, ML waterproofing agent to the rubber mixture used in the primary coating film. For example, 30-100 parts by weight of sand, 100-150 parts by weight of rubber mixture , By mixing in a proportion of 100-150 parts by weight of ML waterproofing agent and plastered about 10mm thickness to form a fourth waterproofing mortar layer. When left for 1 day or more, the fourth waterproof mortar layer was cured, and the acrylic resin-based mixture used in the third coating film was completely applied 1-2 times with a roller to form a final waterproof coating film.

이상의 6개의 도막층 형성이 완료되면 공지의 에폭시수지도료중에서 최고 점도 1000cps(25℃)인 것을 선택하여 공지의 방법으로 3회 도장하면 목적으로 하는 방수층의 형성이 완료된다.When the above six coating layer formation is completed, the thing of the highest viscosity 1000cps (25 degreeC) is selected from a well-known epoxy resin material, and it coats three times by a well-known method, and the formation of the target waterproof layer is completed.

본 발명의 방수층 형성법에 의한 방수층은 1차로 균열부, 함몰부등에 고접착성의 고무소재가 함유된 실링처리후 알카리에 의한 변성이 전무하면서도 강한 3차원 망상구조의 아크릴산 공중합체와 아미노수지의 고분자체가 콘크리트 표면에 접착되어 에플로레슨스, 파열, 블로킹 현상이 없게 된다. 또한 수분에 의한 연화나 팽윤도 없어서 여기에 적층되는 방수제가 혼입된 시멘트의 물리적.화학적 안정성을 높인다. 또한, 아크릴수지와 시멘트 방수 몰탈층의 중간 매개 접착역활로 방수몰탈층의 강한 접착이 될수 있어 장시간 사용후에도 방수성이 약화되는 단점도 없다.The waterproof layer according to the waterproofing layer forming method of the present invention is a high-polymeric acrylic acid copolymer of amino resin and amino resin having a strong three-dimensional network structure without any modification by alkali after sealing treatment containing a highly adhesive rubber material in cracks, depressions, etc. It adheres to the concrete surface, eliminating eruptions, ruptures and blocking. In addition, there is no softening or swelling due to moisture, which increases the physical and chemical stability of the cement containing the waterproofing agent deposited thereon. In addition, the intermediate adhesion between the acrylic resin and the cement waterproof mortar layer can be a strong adhesion of the waterproof mortar layer, there is no disadvantage that the waterproofness is weakened even after a long time use.

[실시예]EXAMPLE

하수정화조의 콘크리트조의 내벽을 공지의 샌드블라스트에 의하여 연마하여 표면을 정돈하였다. 균열부와 함출부등을 시멘트와 이소프렌고무의 1:2 혼합용액으로 부분별로 충진시켜 표면이 평활 하도록 하였다. 메타크릴산메틸 64%와 아크릴산 2-에틸헥실 32% 그리고 메타크릴산 4%를 공중합시킨 것과 멜라민수지(수용성)을 9:1의 비로 배합한 것을 롤러로 2차 도포하여 경화시켰다. 경화 촉진을 위하여 열풍을 가할 수도있다.The inner wall of the concrete tank of the sewage purification tank was polished by a known sand blast to prepare the surface. The cracks and cavities were filled with a 1: 2 mixed solution of cement and isoprene rubber for each part to make the surface smooth. A copolymer obtained by copolymerizing 64% methyl methacrylate, 32% 2-ethylhexyl acrylate and 4% methacrylic acid and a melamine resin (water-soluble) in a ratio of 9: 1 was cured by applying a roller twice. Hot air may be added to promote hardening.

경화가 끝나면 M-L방수제와 시멘트 2:1로 배합된 방수시멘트를 역시 롤러로 도포한다. 1일간 양생후 시멘트 : 이소프렌 고무혼합물 용액 : M-L 방수제 : 모래가 1 : 1 : 1 : 1.5로 배합된 시멘트 몰탈을 두께 10mm로 미장시키고 다시 2-3일간 양생시켰다.After hardening, apply water-resistant cement blended with M-L waterproofing agent and cement 2: 1 with a roller. After curing for 1 day, cement mortar with cement: isoprene rubber mixture solution: M-L waterproofing agent: sand 1: 1: 1: 1.5 was plastered to a thickness of 10 mm and cured again for 2-3 days.

상기한 아크릴수지도료를 다시 2회 도포하여 경화시킨 다음 에폭시수지(국도화학제품)를 3회 전층 도포하여 방수층을 형성하였다The acrylic resin coating material was applied twice again to cure, and then the entire surface was coated with epoxy resin three times to form a waterproof layer.

상기한 실시예로 얻은 정화처리조에 폐수를 충진한 다음 6개월이상 관측한 결과 누수현상은 전혀 발견되지 않았으며, 폐수를 빼낸 다음 표면부를 검사한 결과 균열, 연화, 변색 등은 전혀 발견되지 않았다.After six months after the wastewater was filled into the purification tank obtained in the above-described example, no leakage was found, and when the surface was inspected after the wastewater was removed, cracks, softening, and discoloration were not found at all.

Claims (1)

콘크리트 구조물의 표면처리에 있어서, 표면균열, 함몰부등을 고무와 시멘트의 배합물로 충진 처리하고, 아크릴산과 카르복시기 모노머의 공중합체와 수용성 아미노수지로 되는 아크릴수지도료의 표면전층도포후 방수시멘트 도포를 행하여 양생하고 고무시멘트 및 모래로 되는 시멘트 몰탈로 방수적층하여 다시 수일간 양생후 상기한 아크릴수지도료의 전면 도포후 에폭시수지도료를 3회이상 도포하는 것을 특징으로 하는 내충격성, 내약품성의 액체 침투식 방수층 시공방법.In the surface treatment of concrete structures, surface cracks, depressions, and the like are filled with a mixture of rubber and cement, and a waterproof cement is applied after coating the entire surface of an acrylic resin material comprising a copolymer of acrylic acid and a carboxyl monomer and a water-soluble amino resin. After curing and waterproofing with cement and mortar made of rubber cement and sand and curing for several days, the entire surface of the acrylic resin paint is applied and then the epoxy resin paint is applied three times or more. Construction method.
KR1019880003960A 1988-04-08 1988-04-08 Method for executing water proofing work KR910006139B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1019880003960A KR910006139B1 (en) 1988-04-08 1988-04-08 Method for executing water proofing work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019880003960A KR910006139B1 (en) 1988-04-08 1988-04-08 Method for executing water proofing work

Publications (2)

Publication Number Publication Date
KR890016263A KR890016263A (en) 1989-11-28
KR910006139B1 true KR910006139B1 (en) 1991-08-16

Family

ID=19273501

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1019880003960A KR910006139B1 (en) 1988-04-08 1988-04-08 Method for executing water proofing work

Country Status (1)

Country Link
KR (1) KR910006139B1 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100551722B1 (en) * 2002-11-06 2006-02-13 김성수 Two layers waterproofing method of concrete structure using polymer cement waterproofing mortar and penetrative acryle emulsion
KR100496509B1 (en) * 2002-11-21 2005-06-22 중앙방수기업주식회사 Complex waterproofing structure and method by penetrative silicate waterproofing agent and heat-protection, dew condensation-protection

Also Published As

Publication number Publication date
KR890016263A (en) 1989-11-28

Similar Documents

Publication Publication Date Title
EP4000835A1 (en) Structure protection sheet, execution method and precast member using structure protection sheet, and method for manufacturing precast member
JP2023111914A (en) Structure protection sheet, concrete block and manufacturing method of reinforced structure
CN104481018A (en) Home decoration toilet pipe-side floor drain treatment process
KR910006139B1 (en) Method for executing water proofing work
KR20120133296A (en) structure for water proof against of A water treatment construction
KR0143810B1 (en) Method for producing moisture permeable waterproof coating
KR100474166B1 (en) Method for carrying out water-proof and using thereof water-proof material
JPH11116313A (en) Waterproofing composition for concrete and waterproofing work
KR101580677B1 (en) Reinforcing material for concrete structure
CN106810172A (en) A kind of metope sealing agent and application method
WO2015108207A1 (en) Repair and reinforcement material and repair and reinforcement method using same
CN208183986U (en) A kind of antiseptic concrete erosion waterproof layer
AU2019101218A4 (en) Method of coating concrete
JPS6121989A (en) Two agent type concrete waterproofing composition
JP2001302321A (en) Mortar
KR980002200A (en) Permeable waterproof composition and waterproof construction method
WO2023080133A1 (en) Structure protection sheet and method for protecting surface of structure
JPH04149351A (en) Construction method of repairing concrete structure
WO2023008097A1 (en) Structure protection sheet, and method for manufacturing reinforced structure
JP2000063626A (en) Resin composition
GB2050342A (en) Waterproofing quick setting cementitious composition
MX147642A (en) COMPOSITION OF MORTAR RESISTANT TO BEND
EP1117623A1 (en) An alkali and acid resistant composition and use thereof
Wheat CERAMIC WALL TILING ONTO GYPSUM PLASTER BACKGROUNDS
JP2823969B2 (en) Water stopping method for concrete joints

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
G160 Decision to publish patent application
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
J206 Request for trial to confirm the scope of a patent right
J121 Written withdrawal of request for trial
J204 Request for invalidation trial [patent]
J121 Written withdrawal of request for trial
J206 Request for trial to confirm the scope of a patent right
J204 Request for invalidation trial [patent]
J301 Trial decision

Free format text: TRIAL DECISION FOR INVALIDATION IN ENTIRETY REQUESTED 19981230

Effective date: 20000331

Free format text: TRIAL DECISION FOR INVALIDATION REQUESTED 19991112

Effective date: 20000331

Free format text: TRIAL DECISION FOR CONFIRMATION OF THE SCOPE OF RIGHT_AFFIRMATIVE REQUESTED 19990623

Effective date: 20000331

J2X1 Appeal (before the patent court)

Free format text: INVALIDATION

Free format text: INVALIDATION IN ENTIRETY

J2X1 Appeal (before the patent court)

Free format text: CONFIRMATION OF THE SCOPE OF RIGHT_AFFIRMATIVE

J122 Written withdrawal of action (patent court)
J2X2 Appeal (before the supreme court)

Free format text: APPEAL BEFORE THE SUPREME COURT FOR INVALIDATION

Free format text: APPEAL BEFORE THE SUPREME COURT FOR INVALIDATION IN ENTIRETY

LAPS Lapse due to unpaid annual fee
J302 Written judgement (patent court)

Free format text: JUDGMENT (PATENT COURT) FOR INVALIDATION REQUESTED 20000504

Effective date: 20010308

Free format text: JUDGMENT (PATENT COURT) FOR INVALIDATION IN ENTIRETY REQUESTED 20000504

Effective date: 20010308

J303 Written judgement (supreme court)

Free format text: JUDGMENT (SUPREME COURT) FOR INVALIDATION REQUESTED 20010322

Effective date: 20031226

Free format text: JUDGMENT (SUPREME COURT) FOR INVALIDATION IN ENTIRETY REQUESTED 20010322

Effective date: 20031226

J301 Trial decision

Free format text: TRIAL DECISION FOR INVALIDATION IN ENTIRETY REQUESTED 20040110

Effective date: 20040330