JPH0726674A - Method of waterproofing work of concrete building - Google Patents
Method of waterproofing work of concrete buildingInfo
- Publication number
- JPH0726674A JPH0726674A JP17150693A JP17150693A JPH0726674A JP H0726674 A JPH0726674 A JP H0726674A JP 17150693 A JP17150693 A JP 17150693A JP 17150693 A JP17150693 A JP 17150693A JP H0726674 A JPH0726674 A JP H0726674A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- waterproofing
- permeable waterproof
- drying
- waterproof material
- 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
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- Working Measures On Existing Buildindgs (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、コンクリート製の屋
上、バルコニー、共用廊下、駐車場、高速道路橋床、ピ
ット、プール、貯水槽、受水槽等における防水工法に関
する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a waterproofing method for a concrete rooftop, balcony, shared corridor, parking lot, expressway bridge floor, pit, pool, water tank, water tank, etc.
【0002】[0002]
【従来の技術】現在、コンクリート物の防水工法として
は、次のようなものが公知である。2. Description of the Related Art At present, the following methods are known as waterproofing methods for concrete products.
【0003】a.アスファルト防水、ウレタン防水、ア
スファルトコンクリート防水工法等であって、コンクリ
ートの表面に防水材を塗布して被膜を作り、この被膜の
作用で防水する工法。A. Asphalt waterproofing, urethane waterproofing, asphalt concrete waterproofing, etc., a method of applying a waterproofing material to the surface of concrete to form a film and waterproofing by the action of this film.
【0004】b.無機質浸透性防水材を表面に塗布する
工法。B. A method of applying an inorganic permeable waterproof material to the surface.
【0005】[0005]
【発明が解決しようとする課題】しかし、上記公知例に
おいては次のような欠点がある。However, the above-mentioned known examples have the following drawbacks.
【0006】a.公知例aの工法においては、耐久性が
悪く、数年おきに防水工事を行う必要がある。A. In the construction method of the known example a, the durability is poor and it is necessary to carry out waterproofing work every few years.
【0007】b.公知例bの工法においては、浸透性が
弱く、この例においても数年おきに防水工事を行う必要
がある。B. In the construction method of the known example b, the permeability is weak, and even in this example, it is necessary to carry out waterproofing work every several years.
【0008】本発明の目的は、耐久性に優れたコンクリ
ート建築物の防水工法を提案することである。An object of the present invention is to propose a waterproofing method for a concrete building having excellent durability.
【0009】[0009]
【課題を解決するための手段】本発明に係るコンクリー
ト建築物の防水工法は次のとおりである。[Means for Solving the Problems] The waterproofing method for a concrete building according to the present invention is as follows.
【0010】1.防水個所又は補修個所にケイ酸ナトリ
ウムを主成分とした無機質浸透性防水材を塗布又は注入
し、乾燥後に散水を数回繰り返して当該防水材をコンク
リート内に浸透させて浸透防水保護層を形成するコンク
リート建築物の防水工法。1. Apply or inject an inorganic penetrating waterproofing material containing sodium silicate as a main component at the waterproofing part or repairing part, and after drying, repeat watering several times to permeate the waterproofing material into concrete to form a penetrating waterproof protective layer. Waterproofing method for concrete buildings.
【0011】2.コンクリート製屋上に張られた押えコ
ンクリート間の目地シールを撤去してこの目地部分の清
掃を行い、この目地部分にケイ酸ナトリウムを主成分と
した無機質浸透性防水材を塗布又は注入して押えコンク
リートの裏側に溜っている雨水と反応させて防水保護層
を形成し、乾燥と散水を3回繰り返すコンクリート製屋
上の防水工法。2. Remove the joint seal between the holding concrete stretched on the concrete roof and clean the joint, and apply or inject an inorganic penetrating waterproof material containing sodium silicate as a main component to the joint to hold the concrete. A waterproof method on a concrete rooftop where a waterproof protective layer is formed by reacting with rainwater accumulated on the back side of the concrete, and drying and watering are repeated 3 times.
【0012】[0012]
【作用】防水工事対象は、屋上、ベランダ等のコンクリ
ート物であって、新築時にあらかじめ行う防水工事と、
施工後に発生した亀裂等の補修工事である。[Function] Waterproofing works are concrete objects such as rooftops, balconies, etc.
It is a repair work for cracks that occurred after construction.
【0013】防水工事を行う際は、先ず対象個所を良く
掃除して異物がないようにすることと、あまり高温(例
えば40℃以上)のときとか低温(5℃以下)の時は避
けるべきである。When carrying out waterproofing work, first clean the target area thoroughly so that there are no foreign objects, and avoid excessively high temperatures (for example, 40 ° C or higher) or low temperatures (5 ° C or lower). is there.
【0014】無機質浸透性防水材の塗布は、ハケ或いは
スプレーにて行う。又、補修状況によっては圧力注入或
いはバキューム注入で行い、一旦乾燥させる。次に、こ
の塗布した表面に、大量の散水を行う。無機質浸透性防
水材は、この散水によりコンクリートの成分であるカル
シウム及び水と反応し、コンクリートの表面から20〜
35mmの深さまで浸透し、浸透防水保護層を形成する。
散水は、前工程の散水が終了し、塗布面が乾燥した後、
必ず2〜3回繰り返す。無機質浸透性防水材は、工事後
に雨が降ると、この雨水とも反応して、浸透防水保護層
を強化する。そして、亀裂等に注入した無機質浸透性防
水材は、前記浸透防水保護層の形成時にコンクリートの
接着作用も伴せ奏し、特に防水工事の上にモルタル補修
を行うと、このモルタルの水分と反応して、浸透防水保
護層は最初の基材及びモルタル内に成長し、接着力を高
める。The inorganic permeable waterproof material is applied by brush or spray. Also, depending on the repair situation, pressure injection or vacuum injection is carried out, and once dried. Next, a large amount of water is sprinkled on the coated surface. The inorganic permeable waterproof material reacts with calcium and water, which are components of concrete, by this watering, and the water content of the surface of the concrete is 20 to 20%.
Penetrates to a depth of 35 mm to form a permeation waterproof protective layer.
For watering, after the watering in the previous process is completed and the coated surface is dried,
Be sure to repeat 2-3 times. When it rains after construction, the inorganic permeable waterproof material reacts with the rainwater to strengthen the permeable waterproof protective layer. Then, the inorganic permeable waterproof material injected into the cracks, etc. also play an adhesive effect on the concrete when forming the permeable waterproof protective layer, and particularly when mortar repair is performed after waterproofing work, it reacts with the moisture of this mortar. Thus, the permeation-proof protective layer grows in the initial substrate and mortar to enhance the adhesion.
【0015】[0015]
実施例その1 図1はコンクリート製屋上の防水補修工事例であって、
1はコンクリート躯体、2はパラペット、3はスラブ、
4は押えコンクリート、5はスラブ3に入った亀裂(ク
ラック)、6は押えコンクリート4間の目地である。こ
のコンクリート製屋上において亀裂5が入った場合、従
来であると、押えコンクリート4を剥がし、亀裂5の部
分にアスファルト貼りし、再びモルタルで押えコンクリ
ート4を張っていたが、本発明においては、目地6部分
を撤去して良く清掃を行い、この目地6にいっぱい無機
質浸透性防水材(ラドコン7 株式会社環境美健の商品
名)を注入する。無機質浸透性防水材は水みちを通って
亀裂5のところまで浸透して行き、ここで反応を起こ
す。又、通常は押えコンクリート4の裏側には雨水の溜
り水があるので、この水と防水材が反応を起こす。亀裂
5内に入った防水材が、スラブに到達したことを確認し
たのち、5〜7時間待って無機質浸透性防水材の乾燥を
確認したのち、目地6の部分に十分散水を行う。そし
て、約24時間経過して乾燥したことを確認後、再び散
水を行い、乾燥を待つ。この散水を最低3回繰り返す。
この、散水の繰り返しにより、コンクリートの表面、亀
裂5の部分に反応層が生成し、これにより浸透防水保護
層が形成される。Example 1 FIG. 1 shows an example of waterproof repair work on a concrete roof,
1 is a concrete frame, 2 is a parapet, 3 is a slab,
Reference numeral 4 is holding concrete, 5 is a crack in the slab 3, and 6 is a joint between the holding concrete 4. When cracks 5 are formed on the concrete roof, conventionally, the pressing concrete 4 is peeled off, the asphalt is applied to the crack 5 portion, and the pressing concrete 4 is stretched again with mortar. 6 parts are removed and cleaned well, and a lot of inorganic permeation waterproofing material (trade name of Radcon 7 Co., Ltd. Environmental Biken Co., Ltd.) is injected into this joint 6. The inorganic permeable waterproof material penetrates through the water to the crack 5 and reacts there. In addition, since there is usually accumulated rainwater on the back side of the pressing concrete 4, this water reacts with the waterproof material. After confirming that the waterproof material that has entered the cracks 5 has reached the slab, wait 5 to 7 hours to confirm that the inorganic permeable waterproof material has dried, and then apply ten-dispersed water to the joint portion 6. Then, after confirming that it has dried after about 24 hours, watering is performed again and the drying is waited. Repeat this watering at least 3 times.
By repeating this sprinkling of water, a reaction layer is formed on the surface of the concrete and the cracks 5, whereby a permeation waterproofing protective layer is formed.
【0016】実施例その2 図2において、1は躯体、7はベランダ、共用廊下にし
て、このベランダ、共用廊下7に亀裂5が入った場合の
防水工事例である。Embodiment 2 In FIG. 2, 1 is a frame, 7 is a veranda, and a common corridor is an example of waterproofing work when a crack 5 is formed in the veranda and the common corridor 7.
【0017】この場合は、表面を良く掃除したのち、亀
裂5の部分にラドコン7を吹きつけ、又はハケ、ローラ
ー等で塗布し、ラドコン7が乾燥したところで1回目の
散水を行い、24時間後に2回目の散水を行い、再び2
4時間後に3回目の散水を行い、作業を終了する。In this case, after thoroughly cleaning the surface, the Radcon 7 is sprayed on the crack 5 or applied with a brush, a roller or the like, and when the Radcon 7 is dried, the first watering is performed, and after 24 hours. Do a second watering and repeat 2
After 4 hours, the third watering is performed and the work is completed.
【0018】図3は、亀裂5が大きい場合の防水工事例
であって、この時は、亀裂5の下に防水テープ8を張り
付けて先ずカルシウム9を亀裂5間に注入して乾燥後、
ラドコン7を注入し、ラドコン7の乾燥後は前記と同じ
ように3回の散水を繰り返して工事を終了する。FIG. 3 shows an example of waterproofing work when the crack 5 is large. At this time, a waterproof tape 8 is attached under the crack 5 and calcium 9 is first injected between the cracks 5 and dried.
After injecting Radcon 7 and drying the Radcon 7, the construction is completed by repeating watering three times in the same manner as above.
【0019】散水は、2回では浸透防水保護層の生成が
十分でなく、又3回以上の散水はそれ程の効果はなく、
労力と時間の無駄である。With water spraying twice, the formation of the permeation waterproof protective layer is not sufficient, and water spraying three times or more is not so effective.
It's a waste of effort and time.
【0020】因に、ラドコン7の性状は表1のとおりで
ある。The properties of Radcon 7 are shown in Table 1.
【0021】[0021]
【表1】 [Table 1]
【0022】上記実施例は、数多くある本発明の僅かの
例であって、亀裂等の補修ではなく、ブロック、ヒュー
ム管等のコンクリート製品の補強或いはコンクリート道
路、堤防等の補強とか亀裂の補修にも適用できる。The above embodiments are only a few examples of the present invention, and are not for repairing cracks or the like, but for reinforcement of concrete products such as blocks and fume pipes or reinforcement of concrete roads, levees, etc., and repair of cracks. Can also be applied.
【0023】[0023]
【発明の効果】本発明は以上のように、無機質浸透性防
水材を塗布又は注入後散水を行ってコンクリート中のカ
ルシウムと水を化学反応させ、これにより浸透防水保護
層を形成するようにした。この結果、従来の防水材を塗
布又は注入するだけの方式に比較して、耐久性は半永久
的である。INDUSTRIAL APPLICABILITY As described above, according to the present invention, the inorganic permeation waterproofing material is applied or poured and then water is sprinkled to chemically react calcium and water in the concrete, thereby forming the permeation waterproofing protective layer. . As a result, the durability is semi-permanent as compared with the conventional method of only applying or injecting the waterproof material.
【図1】コンクリート製屋上に入った亀裂の補修工事例
の説明図。FIG. 1 is an explanatory view of an example of repair work for a crack that has entered a concrete roof.
【図2】共用廊下、ベランダに入った亀裂の補修工事例
の説明図。[FIG. 2] An explanatory view of an example of repair work for a crack in a shared corridor and a balcony.
【図3】大きな亀裂の補修工事例の説明図。FIG. 3 is an explanatory diagram of an example of repair work for a large crack.
1 コンクリート躯体 2 パラペット 3 コンクリートスラブ 4 押えコンクリート 5 亀裂 6 目地 7 ベランダ、共用廊下 8 防水テープ 9 カルシウム 1 Concrete skeleton 2 Parapet 3 Concrete slab 4 Holding concrete 5 Crack 6 Joint 7 Veranda, shared corridor 8 Waterproof tape 9 Calcium
─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───
【手続補正書】[Procedure amendment]
【提出日】平成5年7月20日[Submission date] July 20, 1993
【手続補正1】[Procedure Amendment 1]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】0006[Correction target item name] 0006
【補正方法】変更[Correction method] Change
【補正内容】[Correction content]
【0006】a.公知例aの工法においては、数年を経
るとクラック等が発生し、耐久性に問題があることか
ら、数年おきに防水工事を行う必要がある。A. In the construction method of the known example a, cracks and the like occur after several years and there is a problem in durability, so it is necessary to perform waterproofing work every few years.
Claims (5)
ムを主成分とした無機質浸透性防水材を塗布又は注入
し、乾燥後に散水を数回繰り返して当該防水材をコンク
リート内に浸透させて浸透防水保護層を形成するコンク
リート建築物の防水工法。1. A waterproof or repaired part is applied or injected with an inorganic permeable waterproof material containing sodium silicate as a main component, and after drying, watering is repeated several times to allow the waterproof material to penetrate into concrete and penetrate and waterproof. Waterproofing method for concrete buildings that form a protective layer.
乾燥させたのち、乾燥と散水を3回繰り返す請求項1記
載のコンクリート建築物の防水工法。2. The waterproofing method for a concrete building according to claim 1, wherein after applying or pouring an inorganic permeable waterproofing material and drying it, drying and watering are repeated three times.
クリート間の目地シールを撤去してこの目地部分の清掃
を行い、この目地部分にケイ酸ナトリウムを主成分とし
た無機質浸透性防水材を塗布又は注入して押えコンクリ
ートの裏側に溜っている雨水と反応させて浸透防水保護
層を形成し、乾燥と散水を3回繰り返すコンクリート製
屋上の防水工法。3. A joint seal between pressing concrete stretched on a concrete roof is removed to clean the joint portion, and an inorganic permeable waterproof material containing sodium silicate as a main component is applied to the joint portion or A method of waterproofing on a concrete roof where pouring and pressing reacts with rainwater accumulated on the back side of the concrete to form a permeation waterproof protective layer, and drying and watering are repeated three times.
使用する請求項1又は2又は3記載のコンクリート建築
物の防水工法。4. The method for waterproofing a concrete building according to claim 1, 2 or 3, wherein Radcon 7 is used as the inorganic permeable waterproof material.
の亀裂内に注入し、その後無機質浸透性防水材を塗布又
は注入して乾燥と散水を数回繰り返す請求項1又は2又
は3又は4記載のコンクリート建築物の防水工法。5. In the case of a large crack, calcium is first injected into this crack, and then an inorganic permeable waterproof material is applied or injected, and drying and watering are repeated several times. Construction method for concrete buildings in Japan.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17150693A JP2937309B2 (en) | 1993-07-12 | 1993-07-12 | Concrete building waterproofing method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17150693A JP2937309B2 (en) | 1993-07-12 | 1993-07-12 | Concrete building waterproofing method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0726674A true JPH0726674A (en) | 1995-01-27 |
JP2937309B2 JP2937309B2 (en) | 1999-08-23 |
Family
ID=15924379
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP17150693A Expired - Fee Related JP2937309B2 (en) | 1993-07-12 | 1993-07-12 | Concrete building waterproofing method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2937309B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2004323333A (en) * | 2003-04-28 | 2004-11-18 | Soma Takafumi | Concrete modifier |
JP2012241475A (en) * | 2011-05-23 | 2012-12-10 | Linack Co Ltd | Method for reinforcing concrete |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5603696B2 (en) * | 2010-07-27 | 2014-10-08 | 株式会社 エバープロテクト | Inspection and confirmation method of construction of silicate surface impregnated concrete protective material and inspection device used therefor |
-
1993
- 1993-07-12 JP JP17150693A patent/JP2937309B2/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2004323333A (en) * | 2003-04-28 | 2004-11-18 | Soma Takafumi | Concrete modifier |
JP2012241475A (en) * | 2011-05-23 | 2012-12-10 | Linack Co Ltd | Method for reinforcing concrete |
Also Published As
Publication number | Publication date |
---|---|
JP2937309B2 (en) | 1999-08-23 |
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