KR20000026218A - Acrylic resin mortar - Google Patents

Acrylic resin mortar Download PDF

Info

Publication number
KR20000026218A
KR20000026218A KR1019980043671A KR19980043671A KR20000026218A KR 20000026218 A KR20000026218 A KR 20000026218A KR 1019980043671 A KR1019980043671 A KR 1019980043671A KR 19980043671 A KR19980043671 A KR 19980043671A KR 20000026218 A KR20000026218 A KR 20000026218A
Authority
KR
South Korea
Prior art keywords
acrylic resin
weight
cement
resin mortar
silica sand
Prior art date
Application number
KR1019980043671A
Other languages
Korean (ko)
Other versions
KR100294805B1 (en
Inventor
김유천
김현수
Original Assignee
김유천
김현수
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 김유천, 김현수 filed Critical 김유천
Priority to KR1019980043671A priority Critical patent/KR100294805B1/en
Publication of KR20000026218A publication Critical patent/KR20000026218A/en
Application granted granted Critical
Publication of KR100294805B1 publication Critical patent/KR100294805B1/en

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/24Macromolecular compounds
    • C04B24/26Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
    • C04B24/2641Polyacrylates; Polymethacrylates
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B14/00Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/02Granular materials, e.g. microballoons
    • C04B14/04Silica-rich materials; Silicates
    • C04B14/06Quartz; Sand
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/20Resistance against chemical, physical or biological attack
    • C04B2111/27Water resistance, e.g. waterproof or water-repellant materials
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/34Non-shrinking or non-cracking materials
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates

Abstract

PURPOSE: Is provided an acrylic resin mortar which is effective on prevention of being cracked, unfastened and crushed by adding a delaying agent for hardening and an expansion agent to the mixture of acrylic resin, cement and silica sand. CONSTITUTION: The acrylic resin mortar comprises 23-31 wt% of acrylic resin, 23-31 wt% of cement, 30-48 wt% of silica sand, 0-2 wt% of a delaying agent for hardening and 4-8 wt% of an expansion agent. The mortar controlling a rapid water evaporation and a hardening shrinkage is used for pasting the bottom of a building and waterproofing both sides of a wall in the thickness of less than 3mm.

Description

아크릴 수지 몰탈( ARCRIL RESIN MORTAR )Acrylic resin mortar (ARCRIL RESIN MORTAR)
본 발명은 건축 구조물의 노출 부위 바닥, 비노출부위 바닥, 외벽, 및 내벽에 방수 처리를 위한 아크릴 수지 몰탈에 관한 것이다.The present invention relates to an acrylic resin mortar for waterproofing the exposed part floor, non-exposed part floor, outer wall, and inner wall of a building structure.
일반적으로 방수 공사시에 건축 구조물의 노출 부위 바닥, 비노출부위 바닥, 외벽, 및 내벽에 아크릴 수지, 시멘트, 및 규사를 혼합한 아크릴 수지 몰탈을 3mm 이하의 두께로 엷게 바르는 박도(薄塗) 작업을 하고 있다. 그런데, 상기와 같이 시멘트에 아크릴 수지와 규사만을 혼합하여 박도하였을 경우, 급속한 수분 증발과 경화 수축으로 인하여 박도한 부위가 들뜨거나, 균열이 많이 발생하고, 일부 부위는 박도한 것이 부스러지기도 하는 문제점이 제기되고 있다.In general, during the waterproofing work, a thin coating of acrylic resin mortar mixed with acrylic resin, cement, and silica on the exposed part floor, the non-exposed part floor, the outer wall, and the inner wall of the building structure is performed with a thickness of 3 mm or less. Doing. However, when only the acrylic resin and silica sand are mixed and cemented in the cement as described above, there is a problem that the thinned parts are lifted or cracks are generated due to rapid moisture evaporation and curing shrinkage, and some parts are broken. Is being raised.
따라서, 본 발명은 상술한 종래의 문제점을 극복하기 위한 것으로서, 본 발명의 목적은 건축 구조물의 노출 부위 바닥, 비노출부위 바닥, 외벽, 및 내벽의 방수 처리를 위하여 아크릴 수지, 시멘트 및 규사의 혼합물에 경화 지연제 및 팽창제를 더 혼합하여 시공하는 아크릴 수지 몰탈을 제공하는데 있다.Accordingly, the present invention is to overcome the above-mentioned problems, the object of the present invention is to a mixture of acrylic resin, cement and silica sand for waterproofing the exposed part floor, the non-exposed part floor, the outer wall, and the inner wall of the building structure. The present invention provides an acrylic resin mortar which is further mixed with a curing retarder and an expanding agent.
상기 본 발명의 목적을 달성하기 위한 아크릴 수지 몰탈의 일예로서,As an example of the acrylic resin mortar for achieving the object of the present invention,
아크릴 수지 23-31 중량%, 시멘트 23-31 중량%, 규사 30-48 중량%, 경화 지연제 0-2중량%, 팽창제 4-8중량%로 혼합된다.23-31% by weight of acrylic resin, 23-31% by weight of cement, 30-48% by weight of silica sand, 0-2% by weight of curing retardant, and 4-8% by weight of expanding agent.
이것에 의해, 박도한 부위에 급속한 수분 증발 및 경화 수축을 억제함으로써 균열 및 들뜸 현상, 그리고 부스러짐을 해소하는 효과가 있다.As a result, there is an effect of eliminating cracking, lifting phenomenon and crumbs by suppressing rapid water evaporation and curing shrinkage at thin sites.
이하, 본 발명의 실시예를 첨부한 도면을 참조하여 상세히 설명하기로 한다.Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings.
건축 구조물의 노출 부위 바닥, 비노출부위 바닥, 외벽, 및 내벽에 방수 처리를 위하여 아크릴 수지 몰탈을 박도할 때, 급속 증발을 억제하기 위하여 경화 지연제와, 경화 수축을 방지하기 위하여 팽창제를 일정한 비율로 혼합한다.When the acrylic resin mortar penetrates the exposed floor, the non-exposed floor, the outer wall, and the inner wall of the building structure for waterproofing, a curing retardant is used to suppress rapid evaporation, and a swelling agent is used at a constant rate to prevent curing shrinkage. Mix.
일반적으로 아크릴 수지 몰탈(Acrylic copolymer Mortar)은 아크릴 수지, 시멘트, 규사의 혼합물이다. 아크릴 수지 몰탈의 박도는 3mm 이하의 두께로 엷게 바르는 것이다.Generally, acrylic copolymer mortar is a mixture of acrylic resin, cement and silica sand. The thickness of the acrylic resin mortar is lightly applied with a thickness of 3 mm or less.
바람직하기로는, 본 발명에 따른 아크릴 수지 몰탈은 아크릴 수지(Acrylic copolymer) 23-31 중량%, 시멘트 23-31 중량%, 규사 30-48 중량%, 경화 지연제로써 구연산(Citric acid)0-2중량%, 팽창제로써 황산 칼슘(CaSO4) 4-8중량%로 혼합된다. 여기서 상기 아크릴 수지의 고형분은 45-55%이고, 규사는 Φ0.15-0.60mm이며 이하 동일하다.Preferably, the acrylic resin mortar according to the present invention is 23-31% by weight acrylic resin, 23-31% by weight cement, 30-48% by weight of silica sand, citric acid as a curing retardant By weight, 4-8% by weight calcium sulfate (CaSO 4 ) as the expanding agent. Here, the solid content of the acrylic resin is 45-55%, silica sand is 0.15-0.60mm and is the same below.
본 발명에 따른 아크릴 수지 몰탈가 건축물의 노출된 바닥면을 박도할 때는 아크릴 수지 30 중량%, 시멘트 30 중량%, 규사 30 중량%, 경화 지연제로써 구연산 2 중량%, 팽창제로써 황산 칼슘 8 중량%로 혼합될 때가 가장 바람직하다.When the acrylic resin mortar according to the present invention penetrates the exposed floor of the building, 30% by weight of acrylic resin, 30% by weight of cement, 30% by weight of silica sand, 2% by weight of citric acid as a curing retardant, and 8% by weight of calcium sulfate as an expanding agent. Most preferably when mixed.
본 발명에 따른 아크릴 수지 몰탈가 건축물의 비노출된 바닥면을 박도할 때는 아크릴 수지 23 중량%, 시멘트 23 중량%, 규사 46 중량%, 경화 지연제로써 구연산 2 중량%, 팽창제로써 황산 칼슘 6 중량%로 혼합될 때가 가장 바람직하다.When the acrylic resin mortar according to the present invention permeates the unexposed floor of the building, 23% by weight of acrylic resin, 23% by weight of cement, 46% by weight of silica sand, 2% by weight of citric acid as a curing retardant, and 6% by weight of calcium sulfate as an expanding agent. Most preferably when mixed.
본 발명에 따른 아크릴 수지 몰탈가 건축물의 외벽을 박도할 때는 아크릴 수지 31 중량%, 시멘트 31 중량%, 규사 31 중량%, 경화 지연제로써 구연산 1 중량%, 팽창제로써 황산 칼슘 6 중량%로 혼합될 때가 가장 바람직하다.When the acrylic resin mortar according to the present invention penetrates the outer wall of the building, when mixed with 31% by weight of acrylic resin, 31% by weight of cement, 31% by weight of silica sand, 1% by weight of citric acid as a curing retardant and 6% by weight of calcium sulfate as an expanding agent Most preferred.
본 발명에 따른 아크릴 수지 몰탈가 건축물의 내벽을 박도할 때는 아크릴 수지 24 중량%, 시멘트 24 중량%, 규사 48 중량%, 경화 지연제로써 구연산 0 중량%, 팽창제로써 황산 칼슘 4 중량%로 혼합될 때가 가장 바람직하다.When the acrylic resin mortar according to the present invention penetrates the inner wall of the building, 24% by weight of acrylic resin, 24% by weight of cement, 48% by weight of silica sand, 0% by weight of citric acid as a curing retardant and 4% by weight of calcium sulfate as an expanding agent Most preferred.
이상과 같이 건축물의 노축 바닥면, 비노출 바닥면, 외벽 및 내벽에 각각 적합한 아크릴 수지 몰탈의 구성 성분을 제시하였는데, 어느 경우에서나, 아크릴 수지의 비율이 23-31 중량%의 범위 이하에서는 접착력이 저하되었고, 상기 범위 이상에서는 압축 강도가 저하되었다.As described above, constituents of acrylic resin mortar suitable for the unexposed floor surface, unexposed floor surface, outer wall and inner wall of the building were presented. In any case, the adhesive strength decreases when the proportion of the acrylic resin is 23-31% by weight or less. And the compressive strength was lowered above the above range.
또한, 시멘트의 혼합 비율이 23-31 중량%의 범위 이하에서는 신축율이 저하되어 균열이 발생되는 경우가 많았고, 상기 범위 이상에서는 압축 강도가 저하되었다.Moreover, when the mixing ratio of cement was below the range of 23-31 weight%, expansion | contraction rate fell and cracks were generate | occur | produced in many cases, and compressive strength fell below the said range.
또한, 규사의 혼합 비율이 상대적으로 높으면, 압축 강도는 증가하나 신축율이 저하되었고, 구연산의 혼합 비율이 0-2 중량%의 범위 이상에서는 흘러 처짐이 발생하였고, 상기 범위 이하에서는 경화 지연 효과를 발휘하지 못하였다.In addition, when the mixing ratio of silica sand was relatively high, the compressive strength was increased, but the expansion ratio was decreased, and the sagging occurred at the mixing ratio of citric acid in the range of 0-2% by weight or more. Did not exercise.
또한, 팽창제를 일정량의 비율로 혼합하면 균열 장비 효과를 얻을 수 있었고, 부수적으로 박도의 자동 수평의 효과도 있지만, 4-8 중량% 이상에서는 아크릴 수지 몰탈의 밀도가 낮아져서 압축 강도가 저하되며, 그 범위 이하의 비율에서는 경화 수축 방지가 어려웠다.In addition, when the expansion agent is mixed in a certain amount of ratio, the cracking equipment effect can be obtained, and incidentally, there is also an automatic horizontal effect of thinning. Hardening shrinkage prevention was difficult at the ratio below the range.
상술한 바와 같이 본 발명에 따른 아크릴 수지 몰탈은 아크릴 주지, 시멘트 및 규사의 혼합물에 경화지연제 및 팽창제를 함께 혼합하기 때문에 급속한 수분 증발 및 경화 수축을 억제함으로써 균열 및 들뜸 현상, 그리고 부스러짐을 해소하는 효과가 있다.As described above, the acrylic resin mortar according to the present invention mixes a curing retarder and an expanding agent together with a mixture of acrylic resins, cement and silica sand, thereby eliminating rapid moisture evaporation and curing shrinkage, thereby eliminating cracking and lifting and brittleness. It works.
이상에서 설명한 것은 본 발명에 따른 아크릴 수지 몰탈의 시공방법을 실시하기 위한 하나의 실시예에 불과한 것으로서, 본 발명은 상기한 실시예에 한정되지 않고, 이하의 특허청구의 범위에서 청구하는 본 발명의 요지를 벗어남이 없이 당해 발명이 속하는 분야에서 통상의 지식을 가진자라면 누구든지 다양한 변경 실시가 가능할 것이다.What has been described above is just one embodiment for carrying out the construction method of the acrylic resin mortar according to the present invention, the present invention is not limited to the above-described embodiment, of the present invention claimed in the following claims Various changes can be made by those skilled in the art without departing from the gist of the present invention.

Claims (1)

  1. 아크릴 수지 23-31 중량%, 시멘트 23-31 중량%, 규사 30-48 중량%, 경화 지연제 0-2 중량%, 팽창제 4-8 중량%로 혼합된 것을 특징으로 하는 아크릴 수지 몰탈.Acrylic resin mortar, characterized in that mixed with 23-31% by weight of acrylic resin, 23-31% by weight of cement, 30-48% by weight of silica sand, 0-2% by weight of curing retardant, 4-8% by weight of expanding agent.
KR1019980043671A 1998-10-19 1998-10-19 Acrylic resin mortar KR100294805B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1019980043671A KR100294805B1 (en) 1998-10-19 1998-10-19 Acrylic resin mortar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019980043671A KR100294805B1 (en) 1998-10-19 1998-10-19 Acrylic resin mortar

Publications (2)

Publication Number Publication Date
KR20000026218A true KR20000026218A (en) 2000-05-15
KR100294805B1 KR100294805B1 (en) 2001-10-17

Family

ID=19554498

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1019980043671A KR100294805B1 (en) 1998-10-19 1998-10-19 Acrylic resin mortar

Country Status (1)

Country Link
KR (1) KR100294805B1 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030029673A (en) * 2001-10-05 2003-04-16 윤청길 Waterproof mortar
KR100796209B1 (en) * 2007-08-23 2008-01-21 (주)두영티앤에스 The polymer cement mortal compound for a color flooring material and the paving process
ITBO20090797A1 (en) * 2009-12-11 2011-06-12 Franco Marvelli Mix for cement-based coatings.
KR101498429B1 (en) * 2014-09-29 2015-03-03 윤덕수 Waterproof materials using acrylic powders, manufacturing method thereof and waterproofing methods using thereof

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100872781B1 (en) 2008-03-21 2008-12-09 현흥창 Waterproof
CN102762678B (en) * 2010-02-23 2015-03-18 河泰薰 Polymer-based film waterproofing agent mixed with cement, and preparation method thereof
KR100956955B1 (en) 2009-08-06 2010-05-11 하태훈 Cement-polymer modified waterproof coatings and preparation method thereof
KR100963107B1 (en) 2010-02-23 2010-06-10 하태훈 Structure formed in the sea having anti-corrosion layer

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR19980033907A (en) * 1996-11-04 1998-08-05 김서운 Powder Adhesive Mortar Composition

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030029673A (en) * 2001-10-05 2003-04-16 윤청길 Waterproof mortar
KR100796209B1 (en) * 2007-08-23 2008-01-21 (주)두영티앤에스 The polymer cement mortal compound for a color flooring material and the paving process
ITBO20090797A1 (en) * 2009-12-11 2011-06-12 Franco Marvelli Mix for cement-based coatings.
KR101498429B1 (en) * 2014-09-29 2015-03-03 윤덕수 Waterproof materials using acrylic powders, manufacturing method thereof and waterproofing methods using thereof

Also Published As

Publication number Publication date
KR100294805B1 (en) 2001-10-17

Similar Documents

Publication Publication Date Title
KR101720504B1 (en) A high early strength cement concrete composition having the improved durability for road pavement and a repairing method of road pavement using the same
CA2111979A1 (en) Foamed Cementitious Composition and Method of Making
KR100294805B1 (en) Acrylic resin mortar
RU97117881A (en) Insulating building solution
EP0162354A2 (en) Two or more layered building elements and process for their production
JPS58156627A (en) Crack preventive work for mass-concrete structure
KR100941740B1 (en) Composition of inorganic floor material
KR100230689B1 (en) The manufacturing method of the cement based crack-repalring material for concrete slab and flooring mortar
US4482382A (en) Pouring repair material for mortar or the like wall
CN110317512B (en) Tunnel engineering spray film waterproof material and preparation method thereof
KR100272948B1 (en) Waterproof composition
KR0137292B1 (en) Cement crack-prohibiting agent
CZ84698A3 (en) Foam for filling joints
KR102209760B1 (en) Eco-friendly liquid waterproofing composition, preparing method for thereof and waterproofing method using the same
EP2039664B1 (en) Mineral heat insulation material
SU1740350A1 (en) Method of manufacturing plaster construction products
GB2141421A (en) Portland cement and method of manufacture thereof
JPH0337146A (en) Concrete composition
JPH05213656A (en) Self-leveling gypsum composition
JP4070264B2 (en) Cement composition for wood cement board and method for producing wood cement board
JP2578508B2 (en) Repair material for cracks and floating parts of concrete structures
KR100344151B1 (en) method for manufacturing a sound absorber having continuous opening
KR980002200A (en) Permeable waterproof composition and waterproof construction method
JPH0350146A (en) Mortar composition
JP2519268Y2 (en) Gypsum board for curved surface molding

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20040420

Year of fee payment: 4

LAPS Lapse due to unpaid annual fee