JPH03909B2 - - Google Patents
Info
- Publication number
- JPH03909B2 JPH03909B2 JP19089483A JP19089483A JPH03909B2 JP H03909 B2 JPH03909 B2 JP H03909B2 JP 19089483 A JP19089483 A JP 19089483A JP 19089483 A JP19089483 A JP 19089483A JP H03909 B2 JPH03909 B2 JP H03909B2
- Authority
- JP
- Japan
- Prior art keywords
- cement
- cement mortar
- mortar
- nonionic surfactant
- wall
- Prior art date
- Legal status (The legal status 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 status listed.)
- Expired
Links
- 239000011083 cement mortar Substances 0.000 claims description 24
- 239000004568 cement Substances 0.000 claims description 21
- 239000003795 chemical substances by application Substances 0.000 claims description 15
- 239000002736 nonionic surfactant Substances 0.000 claims description 14
- 238000000034 method Methods 0.000 claims description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 230000008961 swelling Effects 0.000 claims description 7
- 239000000203 mixture Substances 0.000 claims description 6
- 238000004898 kneading Methods 0.000 claims description 4
- 238000005507 spraying Methods 0.000 claims description 2
- 239000004570 mortar (masonry) Substances 0.000 description 8
- -1 polyoxyethylene Polymers 0.000 description 8
- 229920003171 Poly (ethylene oxide) Polymers 0.000 description 5
- 239000000463 material Substances 0.000 description 5
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 229910052602 gypsum Inorganic materials 0.000 description 4
- 239000010440 gypsum Substances 0.000 description 4
- 238000002156 mixing Methods 0.000 description 4
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 3
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 3
- 235000011941 Tilia x europaea Nutrition 0.000 description 3
- 239000011575 calcium Substances 0.000 description 3
- 229910052791 calcium Inorganic materials 0.000 description 3
- 238000005336 cracking Methods 0.000 description 3
- 239000013078 crystal Substances 0.000 description 3
- 238000001035 drying Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000004571 lime Substances 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 230000003405 preventing effect Effects 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- 229910018072 Al 2 O 3 Inorganic materials 0.000 description 2
- ODINCKMPIJJUCX-UHFFFAOYSA-N Calcium oxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 2
- LFQSCWFLJHTTHZ-UHFFFAOYSA-N Ethanol Chemical compound CCO LFQSCWFLJHTTHZ-UHFFFAOYSA-N 0.000 description 2
- PEDCQBHIVMGVHV-UHFFFAOYSA-N Glycerol Natural products OCC(O)CO PEDCQBHIVMGVHV-UHFFFAOYSA-N 0.000 description 2
- XTXRWKRVRITETP-UHFFFAOYSA-N Vinyl acetate Chemical compound CC(=O)OC=C XTXRWKRVRITETP-UHFFFAOYSA-N 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 235000014113 dietary fatty acids Nutrition 0.000 description 2
- 239000000194 fatty acid Substances 0.000 description 2
- 229930195729 fatty acid Natural products 0.000 description 2
- 235000011187 glycerol Nutrition 0.000 description 2
- 239000011148 porous material Substances 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000000758 substrate Substances 0.000 description 2
- 229920003002 synthetic resin Polymers 0.000 description 2
- 239000000057 synthetic resin Substances 0.000 description 2
- 239000004925 Acrylic resin Substances 0.000 description 1
- 229920000178 Acrylic resin Polymers 0.000 description 1
- VGGSQFUCUMXWEO-UHFFFAOYSA-N Ethene Chemical compound C=C VGGSQFUCUMXWEO-UHFFFAOYSA-N 0.000 description 1
- 239000005977 Ethylene Substances 0.000 description 1
- 239000011398 Portland cement Substances 0.000 description 1
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 1
- 239000012615 aggregate Substances 0.000 description 1
- 150000003973 alkyl amines Chemical class 0.000 description 1
- 150000005215 alkyl ethers Chemical class 0.000 description 1
- 125000002947 alkylene group Chemical group 0.000 description 1
- 229910052925 anhydrite Inorganic materials 0.000 description 1
- 239000003945 anionic surfactant Substances 0.000 description 1
- 239000002518 antifoaming agent Substances 0.000 description 1
- OSGAYBCDTDRGGQ-UHFFFAOYSA-L calcium sulfate Chemical compound [Ca+2].[O-]S([O-])(=O)=O OSGAYBCDTDRGGQ-UHFFFAOYSA-L 0.000 description 1
- 239000003610 charcoal Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000032798 delamination Effects 0.000 description 1
- 239000002270 dispersing agent Substances 0.000 description 1
- 239000000839 emulsion Substances 0.000 description 1
- 229910001653 ettringite Inorganic materials 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000011094 fiberboard Substances 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- 229910010272 inorganic material Inorganic materials 0.000 description 1
- 239000011147 inorganic material Substances 0.000 description 1
- 239000004816 latex Substances 0.000 description 1
- 229920000126 latex Polymers 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 239000011368 organic material Substances 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000010451 perlite Substances 0.000 description 1
- 235000019362 perlite Nutrition 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 239000002244 precipitate Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 239000004094 surface-active agent Substances 0.000 description 1
- 239000002562 thickening agent Substances 0.000 description 1
Landscapes
- Finishing Walls (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Paints Or Removers (AREA)
Description
【発明の詳細な説明】
本発明は、家屋におけるセメントモルタル壁面
の施工方法に関し、殊にセメントモルタル壁の養
生期間中、及び養生期間後の割れを防止する施工
方法に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a construction method for cement mortar walls in houses, and particularly to a construction method for preventing cracks during and after the curing period of cement mortar walls.
モルタル壁の伝統的施工方法としては、家屋の
骨組構造に木ずりを釘着し、防水シート及びラス
網をステープルによつて固定し、その上にモルタ
ルを塗り重ねる方法が知られている。 A known traditional method for constructing mortar walls is to nail lumber to the frame structure of a house, fix a waterproof sheet and lath net with staples, and then apply mortar over the top.
近年、合板、繊維板などの板状基板の表面に樹
脂や瀝青物質に無機質の粉末、粒子、発泡粒子を
混合した塗材を塗着した壁下地板又はセメント板
ALC板等の無機質板を家屋の骨組構造に固定し
た後、セメントモルタルを塗着、吹付ける方法も
行なわれている。この方法はモルタルの塗り重ね
とその養生が不要となるので、壁面施工の省力化
と工期短縮の利点がある。 In recent years, wall baseboards or cement boards have been developed, in which the surface of plate-like substrates such as plywood and fiberboard is coated with a coating material that is a mixture of resin or bituminous material with inorganic powder, particles, and foamed particles.
Another method is to fix inorganic boards such as ALC boards to the frame structure of a house and then apply or spray cement mortar on them. This method eliminates the need for recoating mortar and curing it, so it has the advantage of saving labor and shortening the construction period for wall construction.
しかし乍ら、セメントモルタル壁は、その養生
期間中及び養生期間後に、セメントモルタルの硬
化体中のゲル空隙やキヤピラリ空隙から水分が移
動蒸発する際に、予想以上の表面張力が働き、こ
れは空隙を縮小させる方向の引張応力を与え、微
細なヘアクラツクと称するひび割れが生ずる欠点
がある。 However, during the curing period and after the curing period, when water moves and evaporates from the gel voids and capillary voids in the hardened cement mortar wall, a surface tension greater than expected acts on the cement mortar wall, which causes the voids to evaporate. It has the disadvantage that it applies tensile stress in the direction of shrinking the fibers, causing microscopic cracks called hair cracks.
ヘアクラツクは壁面の美観を損ねるのみなら
ず、雨水を吸収、浸透させ、壁下地がラス網を用
いる場合には、それを固定しているステープルや
ラス網を腐食させ、壁下地板を用いる場合でも層
間剥離を引き起こし、壁面の剥落をもたらす。 Hair cracks not only spoil the aesthetic appearance of the wall surface, but also absorb and penetrate rainwater, corrode the staples and lath mesh that fixes the lath mesh when the wall base is made of lath, and cause damage even when the wall base plate is used. This causes delamination and flaking of walls.
従つて、本発明の目的は、斯かるヘアクラツク
の発生を防止するセメントモルタル壁の施工方法
を提供することである。本発明に於ては、家屋の
骨組構造に従来方法によつて壁下地処理を施こし
た後、セメント又はセメントと骨材との混合物
に、膨張剤と非イオン界面活性剤とを添加した混
練水とを混合してセメントモルタルを調製し、こ
れをコテ塗り又は吹付けによつて付着することに
よつてヘアクラツクを大幅に防止する。 Therefore, an object of the present invention is to provide a method of constructing a cement mortar wall that prevents the occurrence of such hair cracks. In the present invention, after wall preparation is performed on the frame structure of a house by a conventional method, a swelling agent and a nonionic surfactant are added to cement or a mixture of cement and aggregate, and then the mixture is mixed. Hair cracks can be largely prevented by preparing cement mortar by mixing with water and applying it by troweling or spraying.
以下に本発明を実施例に従い詳述する。 The present invention will be described in detail below with reference to Examples.
柱、間柱などの家屋の骨組構造にセメントモル
タルを直塗り出来る下地処理を施こる。この下地
処理は、伝統的な木ずり釘着一防水シート張付け
一ラス網張り付けによつても良く、或いは壁下地
板の釘着によつても良い。用いられる壁下地板と
しては、有機質板、無機質板、有機質・無機質の
混合板、有機質板と無機質板との複合板などの板
状基板の表面に合成樹脂、瀝青物質に必要に応じ
てアタクテイツク物質、種々の骨材、セメント、
分散剤、消泡剤、増粘剤、界面活性剤などを添加
した塗材を塗布して表面層を形成した様々な下地
板が用いられる。これら下地板は、基板との間に
シーラー処理、防水処理を施こしたものであつて
もよい。これらの下地板を家屋の骨組構造に固定
した後、隣接下地板間に目地処理を施こすことも
出来る。 We prepare the groundwork so that cement mortar can be applied directly to the frame structure of the house, such as columns and studs. This surface preparation may be done by the traditional method of lath nailing, pasting of a tarpaulin sheet, and pasting of lath netting, or may be done by nailing a wall base board. The wall base boards used include organic boards, inorganic boards, mixed boards of organic and inorganic materials, composite boards of organic boards and inorganic boards, etc., with synthetic resin on the surface, bituminous material, and attack material as necessary. , various aggregates, cement,
Various base plates are used in which a surface layer is formed by applying a coating material containing a dispersant, an antifoaming agent, a thickener, a surfactant, etc. These base plates may be treated with a sealer or waterproofed between them and the substrate. After these base plates are fixed to the frame structure of the house, joint treatment can be performed between adjacent base plates.
セメントモルタルは、セメント又はセメントと
骨材との乾燥混合物又はモルタルに、膨張剤と非
イオン界面活性剤とを添加、混合した混練水を混
合することによつて調製する。 Cement mortar is prepared by mixing cement or a dry mixture of cement and aggregate, or mortar, with kneading water in which a swelling agent and a nonionic surfactant are added and mixed.
セメントとしてはポルトランドセメント、白色
セメントなど、通常セメントモルタル壁に用いら
れるセメントであればどのようなセメントであつ
ても良い。 The cement may be any cement that is normally used for cement mortar walls, such as Portland cement or white cement.
骨材もまた砂、炭カル、珪砂、パーライトなど
の様々な骨材が用いられる。 Various aggregates such as sand, charcoal, silica sand, and perlite are also used.
膨張剤とは、セメントの硬化中にその絶対容積
が増加する物を指し、カルシウムサルホアルミネ
ート(以下CSA系と略称する)、石灰系、石膏系
の膨張剤が用いられる。膨張剤の添加量はセメン
トモルタル中のセメント量に対して0.5〜20%が
適当である。0.5%以下であると、モルタルの乾
燥時に於ける収縮を低減する効果が期待できず、
また20%を越えると、モルタルの硬化体の内部組
織を破壊して壁強度を低下させる。 Expanding agents refer to substances whose absolute volume increases during hardening of cement, and calcium sulfoaluminate (hereinafter referred to as CSA-based), lime-based, and gypsum-based expanding agents are used. The appropriate amount of expansion agent added is 0.5 to 20% based on the amount of cement in the cement mortar. If it is less than 0.5%, the effect of reducing shrinkage during mortar drying cannot be expected.
Moreover, if it exceeds 20%, the internal structure of the hardened mortar will be destroyed and the wall strength will be reduced.
CSA系膨張剤としては、電気化学株式会社製
のデシカCSA、タスコン(商品名)、及び日本セ
メント株式会社製のアサノジプカル(商品名)が
あり、石灰系膨張剤としては、小野田セメント株
式会社製の小野田エクスパン(商品名)があり、
石膏系膨張剤としては小野田セメント株式会社製
のジプトン(商品名)がある。 CSA-based swelling agents include Desica CSA and Tuscon (trade name) manufactured by Denki Kagaku Co., Ltd., and Asano Dipcal (trade name) manufactured by Nippon Cement Co., Ltd., and lime-based swelling agents include Desica CSA and Tuscon (trade name) manufactured by Denki Kagaku Co., Ltd.. There is Onoda Expan (product name).
As a gypsum-based expanding agent, there is Zypton (trade name) manufactured by Onoda Cement Co., Ltd.
たとえばCSA系膨張剤はボーキサイド
(Al2O3)、石灰(CaO)および石膏(CaSO4)を
原料としたカルシウムサルホアルミネートクリン
カーを主体とし、カルシウムサルホアルミネート
クリンカーが3CaO・3Al2O3・CaSO4とCaOと
CaSO4とに分離した形となつておりこれらが水和
反応によつて次式に示されるエトリンガイドを生
成する。 For example, CSA-based expansion agents are mainly composed of calcium sulfoaluminate clinker made from boxide (Al 2 O 3 ), lime (CaO), and gypsum (CaSO 4 ), and the calcium sulfoaluminate clinker is 3CaO・3Al 2 O 3・CaSO4 and CaO
CaSO 4 and CaSO 4 are separated, and these generate the ettrin guide shown by the following formula through a hydration reaction.
3CaO・3Al2O3・CaSO4+6CaO+8CaSO4+
96H2O→3(3CaO・Al2O3・3CaSO4)・32H2O
この針状ないし柱状の大きなエトリンガイトの
結晶がセメント硬化体中のゲル空隙を充填すると
共に容積膨張を生ずる。3CaO・3Al 2 O 3・CaSO 4 +6CaO+8CaSO 4 +
96H 2 O → 3 (3CaO・Al 2 O 3・3CaSO 4 )・32H 2 O These large acicular or columnar ettringite crystals fill the gel voids in the hardened cement and cause volume expansion.
石灰系および石膏膨張剤についても同様に結晶
の生成と容積膨張とが生ずる。 Crystal formation and volume expansion also occur with lime-based and gypsum expanding agents.
壁下地処理に於て壁下地板を用いる場合にはセ
メントモルタルと壁下地板との強固な密着によつ
て拘束され、ケミカルプリストレスが生じ、最初
の膨張を内部応力に変え、その後セメントモルタ
ルの収縮と、それに伴なうストレス解除によつて
膨張を許し、それによつて初期のひび割れを防止
する。しかし乍ら、膨張剤の混入によりセメント
モルタル硬化体の初期のひび割れが防止できる
が、細径半径が100〜1500Å付近のキヤピラリの
空隙が増加することが判つた。このキヤピラリ空
隙によるヘアクラツク発生は、非イオン界面活性
剤の添加によつて防止される。 When a wall base plate is used in wall base treatment, the cement mortar and wall base plate are restrained by strong adhesion, chemical prestress occurs, the initial expansion is converted into internal stress, and then the cement mortar The contraction and associated stress relief allows expansion, thereby preventing initial cracking. However, although the initial cracking of the hardened cement mortar can be prevented by mixing an expanding agent, it has been found that the voids in the capillary with a small diameter radius of about 100 to 1500 Å increase. Hair cracks caused by capillary voids can be prevented by adding a nonionic surfactant.
非イオン界面活性剤としてはポリオキシエチレ
ン、ポリオキシエチレンアルキルエーテル、ポリ
オキシエチレンアルキルアミン、ポリオキシエチ
レン脂胞酸エステル、グリセリンエステル、グリ
セリン脂肪酸エステル、ポリオキシエチレン高級
アルコール、低級アルコールのアルキレンオキシ
ド付加物などが使用される。その添加量はセメン
トモルタル中のセメント量に対して0.5〜8%が
適切である。非イオン界面活性剤の添加によつ
て、混練水は、その表面張力が40dyn/cm2以下と
なるように調整する。 Nonionic surfactants include polyoxyethylene, polyoxyethylene alkyl ether, polyoxyethylene alkylamine, polyoxyethylene fatty acid ester, glycerin ester, glycerin fatty acid ester, polyoxyethylene higher alcohol, and alkylene oxide addition of lower alcohol. things are used. The appropriate amount of addition is 0.5 to 8% based on the amount of cement in the cement mortar. By adding a nonionic surfactant, the kneading water is adjusted to have a surface tension of 40 dyn/cm 2 or less.
非イオン界面活性剤の添加量が0.5%以下であ
ると、セメントモルタルの乾燥時の水分の移動の
際表面張力によつて生ずる引張応力を低減させる
ことが出来ず、8%以上に増加しても添加量の増
大に比例したヘアクラツク防止効果の増大は得ら
れない。従つて非イオン界面活性剤の添加量の上
限は、臨界的なものではない。 If the amount of nonionic surfactant added is less than 0.5%, it will not be possible to reduce the tensile stress caused by surface tension during moisture movement during drying of cement mortar, and the tensile stress will increase to more than 8%. However, the hair crack preventing effect cannot be increased in proportion to the increase in the amount added. Therefore, the upper limit of the amount of nonionic surfactant added is not critical.
また、非イオン界面活性剤は、分子量1000以下
のものが好ましい。分子量が1000を越えると水に
溶け難く、またキヤピラリ空隙内に入り難くなつ
て割れの防止効果は低下する。 Further, the nonionic surfactant preferably has a molecular weight of 1000 or less. If the molecular weight exceeds 1000, it will be difficult to dissolve in water, and it will also be difficult to enter the capillary pores, reducing the cracking prevention effect.
また非イオン界面活性剤のHLB価は5〜15の
範囲であることが好ましい。HLB価が5未満に
なると、セメントモルタル中の気泡を消すのでコ
テ塗りの際にコテ離れが悪くなり作業性を低下さ
せ、その上塗り継ぎの際にモルタル間の接着性が
悪く、壁強度を低下させる。HLB価が15を越え
ると、セメントモルタル中の気泡が過剰となり、
これもまた壁強度を低下させる。 Further, the HLB value of the nonionic surfactant is preferably in the range of 5 to 15. If the HLB value is less than 5, air bubbles in the cement mortar will be extinguished, resulting in poor trowel separation during troweling, reducing work efficiency, and poor adhesion between mortar during topcoating, resulting in a decrease in wall strength. let When the HLB value exceeds 15, there will be excessive air bubbles in the cement mortar,
This also reduces wall strength.
更に、非イオン界面活性剤に代えて陰イオン界
面活性剤を用いるとセメント粒子面に吸着されて
しまうので、キヤピラリ空隙内への浸透が悪くな
り、セメント自体の硬化が遅延し、セメントモル
タル層がドライアウトになり易く、壁強度の低下
とまねく。 Furthermore, if an anionic surfactant is used instead of a nonionic surfactant, it will be adsorbed on the surface of the cement particles, impairing its penetration into the capillary pores, delaying the hardening of the cement itself, and causing the cement mortar layer to deteriorate. It tends to dry out, leading to a decrease in wall strength.
また、上述のセメントモルタルには、必要に応
じて酢酸ビニル、塩化ビニル、エチレン・酢酸ビ
ニル、エポキン、アクリル樹脂あるいはMBR、
NBR、SBRなどの合成樹脂のラテツクスあるい
はエマルジヨン溶液をモルタル中のセメント量に
対して1〜20重量%添加、混合しても良い。 In addition, the above cement mortar may contain vinyl acetate, vinyl chloride, ethylene/vinyl acetate, Epoquin, acrylic resin or MBR, as necessary.
A latex or emulsion solution of a synthetic resin such as NBR or SBR may be added and mixed in an amount of 1 to 20% by weight based on the amount of cement in the mortar.
上述の如く、セメント又はセメントと骨材との
混合物に膨張剤と非イオン界面活性剤を添加した
混練水を添加、混合したセメントモルタルを用い
るときは、膨張剤による結晶成生と膨張及びケミ
カルプリストレス作用による内部応力の発生によ
り初期の乾燥収縮を補償し、また非イオン界面活
性剤の添加によつてキヤピラリ空隙内の水分移動
に伴なう表面張力を低下させて、それによつて生
ずる引張応力を低下させ、従つて仕上がり壁面に
おけるひび割れをほゞ完全に防止できる。 As mentioned above, when using a cement mortar prepared by adding and mixing cement or a mixture of cement and aggregate with kneading water containing a swelling agent and a nonionic surfactant, crystal formation and expansion due to the swelling agent and chemical precipitate may occur. The initial drying shrinkage is compensated by the generation of internal stress due to the stress effect, and the addition of a nonionic surfactant reduces the surface tension associated with water movement within the capillary cavity, thereby reducing the tensile stress generated. Therefore, cracks in the finished wall surface can be almost completely prevented.
Claims (1)
ルタルを塗布するための下地処理を施こした後、
セメント又はセメントと骨材との混合物に、膨張
剤と非イオン界面活性剤とを添加、混合した混練
水とを混合したセメントモルタルを塗着又は吹付
けることを特徴とする家屋における壁面の施工方
法。 2 セメントモルタル中に含まれるセメントの量
に対して0.5〜20重量%の膨張剤と、0.5〜8重量
%の非イオン界面活性剤を用いることを特徴とす
る特許請求の範囲第1項記載の方法。[Claims] 1. After preparing the groundwork for applying cement mortar to the frame structure of a house such as pillars and studs,
A method for constructing a wall surface in a house, characterized by applying or spraying cement mortar mixed with kneading water in which a swelling agent and a nonionic surfactant are added to cement or a mixture of cement and aggregate. . 2. The method according to claim 1, characterized in that 0.5 to 20% by weight of an expanding agent and 0.5 to 8% by weight of a nonionic surfactant are used based on the amount of cement contained in the cement mortar. Method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19089483A JPS6085157A (en) | 1983-10-14 | 1983-10-14 | Construction of wall surface in house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19089483A JPS6085157A (en) | 1983-10-14 | 1983-10-14 | Construction of wall surface in house |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6085157A JPS6085157A (en) | 1985-05-14 |
| JPH03909B2 true JPH03909B2 (en) | 1991-01-09 |
Family
ID=16265498
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP19089483A Granted JPS6085157A (en) | 1983-10-14 | 1983-10-14 | Construction of wall surface in house |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6085157A (en) |
-
1983
- 1983-10-14 JP JP19089483A patent/JPS6085157A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6085157A (en) | 1985-05-14 |
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