JPS63147065A - Method of repairing light-weight aerated concrete building - Google Patents
Method of repairing light-weight aerated concrete buildingInfo
- Publication number
- JPS63147065A JPS63147065A JP29446886A JP29446886A JPS63147065A JP S63147065 A JPS63147065 A JP S63147065A JP 29446886 A JP29446886 A JP 29446886A JP 29446886 A JP29446886 A JP 29446886A JP S63147065 A JPS63147065 A JP S63147065A
- Authority
- JP
- Japan
- Prior art keywords
- treatment agent
- alc
- aqueous solution
- surface treatment
- hardening agent
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims description 11
- 239000004567 concrete Substances 0.000 title claims description 4
- 239000003795 chemical substances by application Substances 0.000 claims description 25
- 239000012756 surface treatment agent Substances 0.000 claims description 19
- 239000007864 aqueous solution Substances 0.000 claims description 10
- BPQQTUXANYXVAA-UHFFFAOYSA-N Orthosilicate Chemical compound [O-][Si]([O-])([O-])[O-] BPQQTUXANYXVAA-UHFFFAOYSA-N 0.000 claims description 4
- 239000011381 foam concrete Substances 0.000 claims description 3
- BVKZGUZCCUSVTD-UHFFFAOYSA-L Carbonate Chemical compound [O-]C([O-])=O BVKZGUZCCUSVTD-UHFFFAOYSA-L 0.000 claims description 2
- 229910001860 alkaline earth metal hydroxide Inorganic materials 0.000 claims description 2
- 239000011248 coating agent Substances 0.000 claims description 2
- 238000000576 coating method Methods 0.000 claims description 2
- HEMHJVSKTPXQMS-UHFFFAOYSA-M Sodium hydroxide Chemical compound [OH-].[Na+] HEMHJVSKTPXQMS-UHFFFAOYSA-M 0.000 description 16
- KWYUFKZDYYNOTN-UHFFFAOYSA-M Potassium hydroxide Chemical compound [OH-].[K+] KWYUFKZDYYNOTN-UHFFFAOYSA-M 0.000 description 9
- 239000000463 material Substances 0.000 description 9
- 230000035515 penetration Effects 0.000 description 8
- 239000002585 base Substances 0.000 description 7
- 230000008439 repair process Effects 0.000 description 6
- WMFOQBRAJBCJND-UHFFFAOYSA-M Lithium hydroxide Chemical compound [Li+].[OH-] WMFOQBRAJBCJND-UHFFFAOYSA-M 0.000 description 5
- 238000002474 experimental method Methods 0.000 description 5
- 239000000243 solution Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 230000002378 acidificating effect Effects 0.000 description 3
- 239000000853 adhesive Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 239000002537 cosmetic Substances 0.000 description 3
- 238000001879 gelation Methods 0.000 description 3
- PAZHGORSDKKUPI-UHFFFAOYSA-N lithium metasilicate Chemical group [Li+].[Li+].[O-][Si]([O-])=O PAZHGORSDKKUPI-UHFFFAOYSA-N 0.000 description 3
- 229910052912 lithium silicate Inorganic materials 0.000 description 3
- 230000007935 neutral effect Effects 0.000 description 3
- 230000000149 penetrating effect Effects 0.000 description 3
- 230000035699 permeability Effects 0.000 description 3
- 239000002344 surface layer Substances 0.000 description 3
- 239000008399 tap water Substances 0.000 description 3
- 235000020679 tap water Nutrition 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 2
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 2
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 2
- CDBYLPFSWZWCQE-UHFFFAOYSA-L Sodium Carbonate Chemical compound [Na+].[Na+].[O-]C([O-])=O CDBYLPFSWZWCQE-UHFFFAOYSA-L 0.000 description 2
- 239000011575 calcium Substances 0.000 description 2
- 230000006866 deterioration Effects 0.000 description 2
- 239000011888 foil Substances 0.000 description 2
- 239000007789 gas Substances 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 239000000523 sample Substances 0.000 description 2
- 239000012488 sample solution Substances 0.000 description 2
- 229910000029 sodium carbonate Inorganic materials 0.000 description 2
- 238000005507 spraying Methods 0.000 description 2
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 1
- WHXSMMKQMYFTQS-UHFFFAOYSA-N Lithium Chemical compound [Li] WHXSMMKQMYFTQS-UHFFFAOYSA-N 0.000 description 1
- 108010039491 Ricin Proteins 0.000 description 1
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 229910052791 calcium Inorganic materials 0.000 description 1
- 229910000019 calcium carbonate Inorganic materials 0.000 description 1
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 description 1
- 239000000920 calcium hydroxide Substances 0.000 description 1
- 229910001861 calcium hydroxide Inorganic materials 0.000 description 1
- 239000001569 carbon dioxide Substances 0.000 description 1
- 229910002092 carbon dioxide Inorganic materials 0.000 description 1
- 150000004649 carbonic acid derivatives Chemical class 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 239000003153 chemical reaction reagent Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 229910052744 lithium Inorganic materials 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 239000004848 polyfunctional curative Substances 0.000 description 1
- 239000011414 polymer cement Substances 0.000 description 1
- 238000006116 polymerization reaction Methods 0.000 description 1
- 229920001296 polysiloxane Polymers 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000002250 progressing effect Effects 0.000 description 1
- 239000011253 protective coating Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003716 rejuvenation Effects 0.000 description 1
- -1 silicate compound Chemical class 0.000 description 1
- 229910052710 silicon Inorganic materials 0.000 description 1
- 239000010703 silicon Substances 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 239000002210 silicon-based material Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 238000004381 surface treatment Methods 0.000 description 1
- 239000012085 test solution Substances 0.000 description 1
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
イ 産業上の利用分野
本発明は、高温高圧下にてオートクレーブ養生を行って
製品化された軽量気泡コンクリート構造材が外装として
用いられている建造物の改修方法に関する。DETAILED DESCRIPTION OF THE INVENTION A. Field of Industrial Application The present invention relates to a method for repairing a building in which a lightweight aerated concrete structural material manufactured by curing in an autoclave under high temperature and high pressure is used as the exterior.
口 従来技術
建造物において使用されている軽量気泡コンクリート構
造材(以下ALCという)は、地肌を表出させないよう
にするため通例その表面へりシン材を吹き付けて保護化
粧されているが。The lightweight aerated concrete structural material (hereinafter referred to as ALC) used in prior art buildings is usually coated with a protective coating by spraying a hemline material on its surface to prevent the bare skin from being exposed.
長い年月を経るにつれて化粧効果は薄れ、次第にひび割
れや剥離を起こしてALC表面が露出してくる。一方A
LCは、長期間大気にさらされるとそのALCに含有さ
れているカルシウム成分が大気中の炭酸ガスと化学反応
を起こして炭酸カルシウムに変化する。それによってA
LCは、アルカリ性から中性へ、そして酸性へと移行す
るにつれ組織が劣化し、いわゆる炭酸化にともなって起
こる中性化収縮により引張り応力が作用して亀裂が生じ
たりする。又その他の酸性ガスによっても同様のことが
起こる。このような劣化現象を起した建造物は、その進
行を阻止すると共に補修する必要がある。As time passes, the cosmetic effect fades, and the ALC surface gradually begins to crack and peel, exposing the ALC surface. On the other hand, A
When LC is exposed to the atmosphere for a long period of time, the calcium component contained in the ALC undergoes a chemical reaction with carbon dioxide gas in the atmosphere and turns into calcium carbonate. By that A
The structure of LC deteriorates as it changes from alkaline to neutral and then to acidic, and tensile stress acts on it due to the so-called carbonation-induced carbonation shrinkage, which causes cracks. The same thing can also happen with other acidic gases. Buildings that have experienced such deterioration must be prevented from progressing and repaired.
そこで従来は、保護化粧材を除去することによって表出
したALCの表面に1例えば水溶性ケイ酸塩化合物の溶
液から成る表面硬化剤を塗布含浸させ1表面層を保護強
化する改修方法が採用されている。Conventionally, therefore, a repair method has been adopted in which a surface hardening agent made of a solution of a water-soluble silicate compound is coated and impregnated onto the surface of the ALC exposed by removing the protective cosmetic material to protect and strengthen the surface layer. ing.
八 発明が解決しようとする問題点
上記従来の改修方法によれば、リシン材の吹き付は化粧
処理と比べれば耐久力を向上させることができるものの
1表面硬化剤は単体でALCの表面部でゲル化現象を起
して内部にまで浸透しないまま硬化し、又侵透しても極
めて浅い表層部(1〜3mm以内)にのみ浸透するだけ
である。この現象は、中性化、酸化の進行にともない浸
透性の低下が顕著に現われ、よって改修は事実上不可能
であった。そのため中性化あるいは酸性化の進んだAL
C内部は依然として劣化した状態のままである。このよ
うにALC表面へ単に表面硬化剤を塗布含浸させる改修
方法では改修されたとは言い難く、所詮気安め程度にす
ぎない。8. Problems to be Solved by the Invention According to the conventional repair method described above, spraying with ricin material can improve durability compared to cosmetic treatment; It causes a gelation phenomenon and hardens without penetrating into the interior, and even if it does penetrate, it only penetrates into an extremely shallow surface layer (within 1 to 3 mm). This phenomenon was caused by a remarkable decrease in permeability as carbonation and oxidation progressed, making it virtually impossible to repair. Therefore, AL that has become neutralized or acidified
The interior of C remains in a degraded state. In this way, it is difficult to say that a repair method in which a surface hardening agent is simply applied and impregnated onto the ALC surface has been repaired, and is only a modest improvement after all.
二 問題を解決するための手段
本発明は上記従来の改修方法では達成し得なかった内部
までの強化を可を歳とするもので、その構成は、劣化し
た軽量気泡コンクリートの表面にアルカリ性水溶液から
成る下地処理剤を塗布してこの水溶液を内部へ浸透せし
め、更にその表面をケイ酸塩系水溶液を主成分とする無
機質表面硬化剤で被覆することにある。2. Means for Solving the Problems The present invention enables internal reinforcement that could not be achieved with the conventional repair methods described above, and its structure is such that an alkaline aqueous solution is applied to the surface of deteriorated lightweight cellular concrete. The purpose is to apply a surface treatment agent consisting of the following, allow the aqueous solution to penetrate into the interior, and further coat the surface with an inorganic surface hardening agent whose main component is a silicate-based aqueous solution.
ホ 作用
アルカリ性に調整された下地処理剤を塗布することによ
り、それがALC内部へ奥深くにまで浸透し、中性ある
いは酸性化してしまったALC自体の組織をアルカリ性
に改質すると共に、アルカリ化されたALCのアルカリ
成分、(例えば水酸化ナトリウム、水酸化カリウム等)
が、表面硬化剤に含まれるケイ素成分の重合を阻止し、
むしろ解重合させることによってゲル化を防止して低粘
性の溶液のまま浸透可能な状態に維持し、ALCの奥深
くまで浸透させる。(e) By applying a base treatment agent adjusted to be alkaline, it penetrates deep into the inside of ALC and modifies the structure of ALC itself, which has become neutral or acidic, to alkaline. alkaline components of ALC (e.g. sodium hydroxide, potassium hydroxide, etc.)
prevents the polymerization of the silicon component contained in the surface hardening agent,
Rather, it is depolymerized to prevent gelation, maintain a low viscosity solution in a penetrable state, and penetrate deep into the ALC.
へ 実施例
本発明に係る改修方法の実例を説明すると、先ず建造物
の表面を水洗い及びブラッシングして劣化した古い保護
化粧材を除去することによってALCの地肌面を表出さ
せる。その際浮きや剥lt部の点検、除去も同時に行う
0次に水酸化ナトリウム溶液から成る下地処理剤を、そ
の表出したALC表面へまんべんなく均一に塗布する。EXAMPLE To explain an example of the repair method according to the present invention, first, the surface of the building is washed with water and brushed to remove the deteriorated old protective decorative material, thereby exposing the bare surface of the ALC. At this time, a base treatment agent consisting of zero-order sodium hydroxide solution, which also inspects and removes floating and peeling parts, is applied evenly and uniformly to the exposed ALC surface.
この塗布方法は、刷毛塗りスプレー塗布、ロール塗り、
カーテンフローコーター塗布等により行なう、塗布後下
地処理剤が完全に浸透するまで約1時間程放置した後、
その上からケイ酸リチウム水溶液を主成分とする表面硬
化剤を塗布して全表面を被覆する0表面硬化剤は。This application method includes brush application, spray application, roll application,
After applying with curtain flow coater etc., leave it for about 1 hour until the base treatment agent completely penetrates.
A surface hardening agent whose main component is a lithium silicate aqueous solution is applied thereon to cover the entire surface.
前工程でALCがその表層部のみならず内部までアルカ
リ性の回復が図られているため、そのアルカリ成分によ
って表面硬化剤のゲル化が押えられ、表面硬化剤はAL
Cの内部奥深くまで浸透する。因にその深さは10mm
を軽くオーバーし、亀裂のある部分では15mm以上に
達する。そして大きなひび割れや欠落部をポリマーセン
メント系又はALC専用モルタルで埋め込み補修し、更
にフィラー又はシーラー仕上げ後化粧材で総社上げを行
う。In the previous process, the alkalinity of ALC is restored not only to the surface layer but also to the inside, so the alkaline component suppresses the gelation of the surface hardening agent, and the surface hardening agent
Penetrates deep inside C. Incidentally, its depth is 10mm.
It slightly exceeds this, and reaches 15mm or more in cracked areas. Large cracks and missing parts are then filled in and repaired using polymer cement or ALC mortar, and then finished with filler or sealer and then topped up with a decorative material.
このようにして修復された建造物は、ALC目体がアル
カリ性に改質されていると共に、表面(埋め戻しされた
部分にあっては、その埋め戻し材との境界面)は強度に
優れた表面硬化剤で覆われ、完全にリフレッシュされて
劣化防止の効果のみならず強化も図られる。In buildings repaired in this way, the ALC eyes have been modified to be alkaline, and the surface (in the case of backfilled areas, the interface with the backfilling material) has excellent strength. It is coated with a surface hardening agent and completely refreshed to not only prevent deterioration but also strengthen it.
次に下地処理剤の浸透性を確認するための実験結果を例
示する。Next, the results of an experiment to confirm the permeability of the surface treatment agent will be illustrated.
実験方法としては、第1図a、bに示すように、断面5
csX 5 cm、高さ10cmのAI、Cテストピ
ースlの外周側面にシリコン剤2の被膜を施して周囲を
完全にシーリングし、下面を露出させた状態と成してこ
れを下地処理剤の試液3を入れたビーカー4内へ浸漬し
て浸透深さを測定した。As for the experimental method, as shown in Fig. 1 a and b,
A film of silicone agent 2 was applied to the outer circumferential side of an AI, C test piece l with csX 5 cm and a height of 10 cm to completely seal the surrounding area, leaving the bottom surface exposed and using this as a test solution of the base treatment agent. The penetration depth was measured by immersing the sample into the beaker 4 containing the sample.
下地処理剤の試液3としては、市販のNa0H(水酸化
ナトリウム)、Ca (OH)2(水酸化カルシウム)
、Li0H(水酸化リチウム)、KOH(水酸化カリウ
ム) 、N a2C03(炭酸ナトリウム)の各水溶液
を用いた。又この実験に引き続いて表面硬化剤の浸透性
について、下地処理剤の試液浸漬後常温にて自然乾燥を
行ない、前記下地処理剤の浸透実験と同じ手段でケイ酸
リチウム水溶液を主成分とする表面硬化剤の溶液中に侵
債してその浸透深さも測定した。As sample solution 3 of the surface treatment agent, commercially available Na0H (sodium hydroxide), Ca (OH)2 (calcium hydroxide) are used.
, LiOH (lithium hydroxide), KOH (potassium hydroxide), and Na2C03 (sodium carbonate) aqueous solutions were used. Following this experiment, to test the permeability of the surface hardening agent, we immersed it in a sample solution of the surface treatment agent and naturally dried it at room temperature. The penetration depth was also measured by penetrating into a hardening agent solution.
尚これらの実験と並行し、同一条件で水道水及びケイ酸
リチウム単体についてのデータも入手し、上記データと
共に記載した。In parallel with these experiments, data on tap water and lithium silicate alone were also obtained under the same conditions and are listed together with the above data.
この結果から、下地処理剤及び表面硬化剤の浸透深さは
下地処理剤の種類、PHによって若干の相違がみられる
ものの、下地処理剤の代りにケイ酸リチウム水溶液を用
いた場合を除き、表面硬化剤の浸透深さは全て9.5
a厘以上に達し、水道水も9■の深さまで浸透すること
が確認できる。尚表面硬化剤にケイ醜リチウム以外のケ
イ酸塩系の水溶液を用いた場合も同様に好結果が得られ
、一方下地処理剤のPHは高すぎても。From these results, although there are slight differences in the penetration depth of the surface treatment agent and surface hardening agent depending on the type of surface treatment agent and pH, it is clear that the penetration depth of the surface treatment agent and surface hardening agent differs slightly depending on the type of surface treatment agent and the pH. All hardener penetration depths are 9.5
It can be confirmed that tap water penetrates to a depth of 9 cm or more. Similar good results were obtained when a silicate-based aqueous solution other than silica lithium was used as the surface hardening agent, even if the pH of the surface treatment agent was too high.
又逆に低すぎても好結果が得られるとは限らないことも
確認できた0次にケイ酸リチウム水溶液を主成分とする
表面硬化剤を、劣化したALC表面が未処理の状態、水
による下地処理状態、水酸化ナトリウムによる下地処理
状態の各々に対して塗布し、その表面付箔強度を調べた
。On the other hand, it was also confirmed that good results are not necessarily obtained even if the temperature is too low. The coated foil was applied to both the base treated state and the base treated state with sodium hydroxide, and the strength of the surfaced foil was examined.
この結果より、水酸化ナトリウムによる下地処理をした
場合は、未処理、水処理の場合と比較して倍以上の付着
強度を有することが確認でき、未処理及び水処理では充
分な付着強度を確保できず、この事実からアルカリ処理
することによって高い付着強度を持たせることができ。From this result, it was confirmed that when the base was treated with sodium hydroxide, the adhesive strength was more than double that of the untreated and water treated cases, and the untreated and water treated cases ensured sufficient adhesive strength. Based on this fact, high adhesion strength can be achieved by alkali treatment.
被覆効果もそれに比して増大することが判明した。従っ
て下地処理剤として水道水を用いても、表面硬化剤の浸
透深さはかろうじて満足できる値を示すが、付着強度の
不足により実用性は期待できない。It has been found that the coating effect is also increased in comparison. Therefore, even if tap water is used as a surface treatment agent, the penetration depth of the surface hardening agent is barely satisfactory, but practicality cannot be expected due to insufficient adhesive strength.
本発明に使用される下地処理剤の目的は、中性あるいは
酸性化したALCにアルカリ性の回復を図り、それによ
って表面硬化剤を奥深くまで浸透せしめるもので、その
成分はアルカリ土類金属の水酸化化合物又はその炭酸化
物あるいはその両者を含有した溶液で、PH8,5〜1
4.0の範囲内に調整されたものにおいて特に好結果が
得られることも確認された。The purpose of the surface treatment agent used in the present invention is to restore alkalinity to neutral or acidified ALC, thereby allowing the surface hardening agent to penetrate deep into the surface. A solution containing a compound, its carbonate, or both, with a pH of 8.5 to 1.
It was also confirmed that particularly good results were obtained when the ratio was adjusted within the range of 4.0.
しかし本発明において、下地処理剤はアルカリ土類金属
の水酸化物又はその炭酸化物あるいは両者の混合物に限
定するものでなく、アルカリ性であって、その下地処理
剤により下地処理した後に塗布された表面硬化剤を実用
上必要とされる深さまで浸透させる効果を有するものを
用いることもでさる。又下地処理剤は、ケイ酸塩係水曜
液を主成分とするものであればケイ酸リチウムに限定す
るものでなく、更に表面硬化剤の塗布量、下地処理剤の
乾燥時間等は、実施条件によって適宜変更して差し支え
ない。However, in the present invention, the surface treatment agent is not limited to alkaline earth metal hydroxides, carbonates thereof, or a mixture of both, but is alkaline and is applied to surfaces coated after surface treatment with the surface treatment agent. It is also possible to use a material that has the effect of penetrating the hardening agent to a depth that is practically required. The surface treatment agent is not limited to lithium silicate as long as it has a silicate-based liquid as a main component, and the amount of surface hardening agent applied, the drying time of the surface treatment agent, etc. are determined according to the implementation conditions. You may change it as appropriate.
ト 効果
本発明によれば、劣化したALC内部へ下地処理剤が浸
透してアルカリ性を取り戻し、ALC自体の強度を回復
すると共に、表面硬化剤の内部への浸透を促して表面か
ら内部まで補強し、更に表面硬化剤の強力な付着力によ
って長期間大気から保護する。それによって組織が若返
り、充分な強度の回復のみならず強化が図られ、表面も
がっちりと保護され、本来の性能を越えた強度と耐久性
が発揮されその実益は多大である。G. Effect According to the present invention, the surface treatment agent penetrates into the inside of the deteriorated ALC to restore alkalinity and restore the strength of the ALC itself, and also promotes the penetration of the surface hardening agent into the inside to strengthen it from the surface to the inside. Furthermore, the strong adhesion of the surface hardening agent provides long-term protection from the atmosphere. As a result, the tissue is rejuvenated, not only recovering sufficient strength but also being strengthened, the surface is thoroughly protected, and strength and durability that exceed its original performance are demonstrated, which has great practical benefits.
第1図及び第2図は、浸透実験装置の説明図である。
l・・ALCテストピース、2・・シリコン材、3・・
下地処理剤の試薬、4・・ビーカー特許出願人 小野田
ニー・エル・シー株式会社@1図FIG. 1 and FIG. 2 are explanatory diagrams of the penetration experiment apparatus. l...ALC test piece, 2...silicon material, 3...
Reagent for surface treatment agent, 4... Beaker Patent applicant Onoda NLC Co., Ltd. @Figure 1
Claims (1)
水溶液から成る下地処理剤を塗布してこの水溶液を内部
へ浸透せしめ、更にその表面をケイ酸塩系水溶液を主成
分とする無機質表面硬化剤で被覆することを特徴とする
軽量気泡コンクリート建造物の改修方法。 2 前記下地処理剤が、アルカリ土類金属の水酸化物又
は炭酸化物あるいはその両者を含有した水溶液である特
許請求の範囲第1項に記載の軽量気泡コンクリート建造
物の改修方法。[Scope of Claims] 1. A surface treatment agent made of an alkaline aqueous solution is applied to the surface of deteriorated lightweight cellular concrete, and this aqueous solution is allowed to penetrate into the interior, and the surface is further treated with an inorganic surface mainly composed of a silicate-based aqueous solution. A method for renovating lightweight aerated concrete structures, characterized by coating them with a hardening agent. 2. The method for repairing a lightweight cellular concrete building according to claim 1, wherein the surface treatment agent is an aqueous solution containing an alkaline earth metal hydroxide or carbonate, or both.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29446886A JPS63147065A (en) | 1986-12-10 | 1986-12-10 | Method of repairing light-weight aerated concrete building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29446886A JPS63147065A (en) | 1986-12-10 | 1986-12-10 | Method of repairing light-weight aerated concrete building |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS63147065A true JPS63147065A (en) | 1988-06-20 |
JPH0433347B2 JPH0433347B2 (en) | 1992-06-02 |
Family
ID=17808167
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP29446886A Granted JPS63147065A (en) | 1986-12-10 | 1986-12-10 | Method of repairing light-weight aerated concrete building |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS63147065A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2019172564A (en) * | 2018-03-26 | 2019-10-10 | 国立大学法人山口大学 | Concrete patching agent |
JP7311215B1 (en) * | 2023-03-20 | 2023-07-19 | 株式会社リナック八千代 | Concrete repair material and concrete repair method |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62117957A (en) * | 1985-11-14 | 1987-05-29 | 日東化学工業株式会社 | Reparing of cementitious structure |
-
1986
- 1986-12-10 JP JP29446886A patent/JPS63147065A/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62117957A (en) * | 1985-11-14 | 1987-05-29 | 日東化学工業株式会社 | Reparing of cementitious structure |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2019172564A (en) * | 2018-03-26 | 2019-10-10 | 国立大学法人山口大学 | Concrete patching agent |
JP7311215B1 (en) * | 2023-03-20 | 2023-07-19 | 株式会社リナック八千代 | Concrete repair material and concrete repair method |
Also Published As
Publication number | Publication date |
---|---|
JPH0433347B2 (en) | 1992-06-02 |
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