JPS60155584A - Impregnation - Google Patents
ImpregnationInfo
- Publication number
- JPS60155584A JPS60155584A JP59011151A JP1115184A JPS60155584A JP S60155584 A JPS60155584 A JP S60155584A JP 59011151 A JP59011151 A JP 59011151A JP 1115184 A JP1115184 A JP 1115184A JP S60155584 A JPS60155584 A JP S60155584A
- Authority
- JP
- Japan
- Prior art keywords
- impregnated
- impregnating
- impregnation
- impregnating material
- case
- 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
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B41/00—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
- C04B41/45—Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
- C04B41/52—Multiple coating or impregnating multiple coating or impregnating with the same composition or with compositions only differing in the concentration of the constituents, is classified as single coating or impregnation
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Moulding By Coating Moulds (AREA)
- Aftertreatments Of Artificial And Natural Stones (AREA)
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】
この発明は、例えば、構造物等へ樹脂モノマー系含浸材
を含浸する方法に関するものでおる。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for impregnating, for example, a structure or the like with a resin monomer-based impregnating material.
周知のように、コンクリートあるいはその他の多孔質材
(以下、コンクリート等と称す)に樹脂モノマー系含浸
材を含浸する場合、従来、次のような方法が採られてい
た。As is well known, when concrete or other porous materials (hereinafter referred to as concrete etc.) are impregnated with a resin monomer-based impregnating material, the following method has conventionally been adopted.
1)容器内にコンクリート等の部材を収納し、この容器
内を減圧あるいは常圧のまま含浸材を注入し、減圧した
場合は一度常圧に戻した後、加圧または常圧のまま部材
表面から含浸材を含浸させる方法。1) A material such as concrete is stored in a container, and the impregnating material is injected into the container while the pressure is reduced or at normal pressure. If the pressure is reduced, once the pressure is returned to normal pressure, the surface of the material is Method of impregnating impregnating material from.
2)容器内に入らない大きな部材または建築物、工作物
における;ンクリート等の場合、水平部分はその部材の
表面に含浸材を貯溜し、垂直部分はその部材から所定間
隔離間して水密性の仮枠を設け、この仮枠と部材表面と
の間に含浸材を貯溜して表面から含浸する方法。2) In the case of large parts that cannot fit into containers, buildings, and structures; in the case of concrete, etc., the horizontal part stores the impregnating material on the surface of the part, and the vertical part is separated from the part by a predetermined distance to maintain watertightness. A method in which a temporary frame is provided, an impregnating material is stored between the temporary frame and the surface of the member, and the impregnation material is impregnated from the surface.
ところで、上記再含浸方法は次のような欠点を有してい
る。即ち、1)の場合、大型加減圧タンクを必要とし、
しかも、このタンク内に収納される部材の寸法に制限が
あった。また、2)においては、部材の垂直部分に含浸
させる場合、仮枠を設ける必要があシ、これを設けるた
めに多大な労力を要するものであった。しかも、この場
合、含浸中に高価外含浸材の蒸発と引火を防ぐ措置が必
要であるとともに、含浸終了後貯溜または水密仮枠内に
満たされた含浸材の回収再使用が困難なものであった。However, the above-mentioned re-impregnation method has the following drawbacks. That is, in the case of 1), a large pressurized tank is required;
Moreover, there are restrictions on the dimensions of the members that can be accommodated within this tank. In addition, in 2), when impregnating the vertical portion of the member, it is necessary to provide a temporary frame, which requires a great deal of labor. Moreover, in this case, it is necessary to take measures to prevent evaporation and ignition of the expensive impregnating material during impregnation, and it is difficult to collect and reuse the impregnating material filled in the storage or watertight temporary frame after impregnation. Ta.
また、1) 、 2)の場合、何れも部材表面からの含
浸であるため、大きな部材の中央部まで含浸しにくく、
常圧含浸の場合、中心部に空気が集中し、未含浸部分が
残るという問題を有している。さらに、含浸” 終了後
、熱重合を行うが、2)の場合、含浸材の蒸発および引
火を防ぐ措置が必要であ勺、その施工に手間を有するも
のであった。In addition, in the case of 1) and 2), since the impregnation is from the surface of the member, it is difficult to impregnate the center of the large member.
In the case of normal pressure impregnation, there is a problem that air is concentrated in the center and an unimpregnated area remains. Furthermore, thermal polymerization is carried out after completion of the impregnating process, but in the case of 2), measures are required to prevent the impregnating material from evaporating and catching fire, which requires time and effort.
この発明は上記事情に基づいてなされたものでア)、そ
の目的とするところは、被含浸材の大きさに制約を受け
ることなく含浸材を含浸することができ、しかも、内部
に未含浸の芯が残らず、含浸時等において含浸材の蒸発
、引火の危険性がない含浸方法を提供しようとするもの
である。This invention was made based on the above circumstances, and its purpose is (a) to be able to impregnate an impregnating material without being restricted by the size of the material to be impregnated, and to make it possible to impregnate the material without being impregnated inside. It is an object of the present invention to provide an impregnation method in which no core remains and there is no risk of evaporation of the impregnating material or ignition during impregnation.
以下、この発明の一実施例について図面を参照して説明
する。An embodiment of the present invention will be described below with reference to the drawings.
図面において、被含浸材11は、例えば、コンクリート
構造物である。この被含浸材11には、先ずドリル等を
用いて、所定箇所に被含浸材の厚みを考慮した穴をあけ
、この穴の中に含浸材注入用パイプ12をそれぞれ挿入
する。穴の開口部周囲を、例えば、表1に示すポリエス
テルレジンモルタル13によってグラウチングし、この
パイプ12を固定する。次に、前記被含浸材1ノの外表
面部に、例えば、表2に示す透明のポリエステル系コー
テイング材14を塗布する。この後、前記パイプ12に
、それぞれ、*−スist取付け、このホース15とパ
イプ12を介して、例えば、表3に示す含浸材16を、
高低差を利用して、被含浸材11に含浸させる。そして
、含浸材16が被含浸材11の内部よ)外表面部まで含
浸され、コーテイング材14を通してこれが目視確認さ
れた状態で、含浸を終了する。この後、赤外線、電気ブ
ランケット、温水等を用いた熱重合、あるいは放射線を
用いた放射線重合を行う。In the drawings, the impregnated material 11 is, for example, a concrete structure. First, holes are made in the impregnated material 11 at predetermined locations using a drill or the like in consideration of the thickness of the impregnated material, and the impregnating material injection pipes 12 are respectively inserted into these holes. The area around the opening of the hole is grouted with, for example, polyester resin mortar 13 shown in Table 1, and this pipe 12 is fixed. Next, a transparent polyester coating material 14 shown in Table 2, for example, is applied to the outer surface of the material 1 to be impregnated. After that, the *-st is attached to the pipe 12, and the impregnating material 16 shown in Table 3 is applied, for example, to the pipe 12 through the hose 15 and pipe 12.
The material to be impregnated 11 is impregnated using the height difference. Then, the impregnation is completed when the impregnating material 16 is impregnated from the inside to the outer surface of the material 11 to be impregnated, and this is visually confirmed through the coating material 14. After this, thermal polymerization using infrared rays, an electric blanket, hot water, etc., or radiation polymerization using radiation is performed.
上記実施例によれば、被含浸材11にパイプ12を挿入
し、とのパイプ12を介して、被含浸材11の内部よル
含浸材16を含浸させている。したがって、従来のよう
に、被含浸材の内部に未含浸部分が残ることがなく、シ
かも、パイプ12の埋設本数を増加することにょシ、大
型の被含浸材にも含浸可能であ)、被含浸材の大きさに
制約を受けない利点を有している。According to the above embodiment, the pipe 12 is inserted into the material 11 to be impregnated, and the inner wall of the material 11 to be impregnated is impregnated with the impregnating material 16 through the pipe 12. Therefore, there is no unimpregnated portion left inside the material to be impregnated, unlike in the past, and it is possible to impregnate even large materials by increasing the number of buried pipes 12). It has the advantage of not being restricted by the size of the material to be impregnated.
また、被含浸材11の表面部にコーティングを施し、且
つ、内部よシ含浸材16を含浸している。したがって、
含浸に必要な含浸材16の量を必要最小限とすることが
でき、しかも、残った含浸利を容易に回収し、再利用す
ることができるため、経済的に有利である。Furthermore, the surface of the impregnated material 11 is coated, and the inside is impregnated with an impregnating material 16. therefore,
It is economically advantageous because the amount of impregnating material 16 required for impregnation can be minimized and the remaining impregnating material can be easily recovered and reused.
さらに、被含浸材11の表面部をコーティングしている
ため、含浸作業、重合作業時に蒸発や引火の危険性がな
く、シかも、コーテイング材14を通して含浸終了を目
視確認することができるため、施工性が良好である。Furthermore, since the surface of the material to be impregnated 11 is coated, there is no risk of evaporation or ignition during impregnation or polymerization work, and the completion of impregnation can be visually confirmed through the coating material 14, making it easy to carry out the work. Good properties.
尚、第2図は建築物の床コンクリートスラブをこの方法
で含浸、重合した後、シュミットハンマーを用いて、そ
の反発硬度を測定したものである。同図(a)は、施工
前、同図(b)は施工後であシ、初詣含浸効果が確認さ
れた。In addition, FIG. 2 shows the result of impregnating and polymerizing a concrete floor slab of a building using this method, and then measuring its rebound hardness using a Schmidt hammer. Figure (a) shows the results before construction, and Figure (b) shows the results after construction, and the New Year's visit impregnation effect was confirmed.
また、上記実施例では、コーテイング材として透明のも
のを用いたが、これに限らず、不透明のものを使用して
もよい。この場合は、含浸材の残量で含浸終了を知るこ
とができる。Further, in the above embodiments, a transparent coating material is used, but the coating material is not limited to this, and an opaque coating material may be used. In this case, the completion of impregnation can be determined by the remaining amount of impregnating material.
以上、詳述したように、この発明によれば、被含浸材の
大きさに制約を受けることなく、含浸材を含浸すること
ができ、しかも、内部に未含浸の芯が残らず、含浸時等
において、含浸材の蒸発、引火の危険性がない含浸方法
を提供できる。As described in detail above, according to the present invention, it is possible to impregnate an impregnating material without being restricted by the size of the material to be impregnated, and moreover, no unimpregnated core remains inside, and during impregnation, For example, it is possible to provide an impregnation method that does not pose the risk of evaporation or ignition of the impregnating material.
表 1 グラウト材 (重量%)
表 2 コーテイング材 (重量係)
表 3 含浸材 (重量%)
UP:不飽和ポリエステルレジン
MEKPO:メチルエチルケトンバーオキサイド(触媒
)
CoOc :オクテン酸コバルトの8 % Miner
alTurpent ine溶液(促進剤)MMA :
メタクリル酸メチルモノマーTMPTMA: )リメチ
ロールプロパントリメタクリレート(架橋剤)
AIBN : 2−2′アゾビスインブチロニトリル(
触*)
Silaneニジランカップリング剤Table 1 Grouting material (weight %) Table 2 Coating material (weight %) Table 3 Impregnating material (weight %) UP: Unsaturated polyester resin MEKPO: Methyl ethyl ketone peroxide (catalyst) CoOc: 8% of cobalt octoate Miner
alTurpent ine solution (accelerator) MMA:
Methyl methacrylate monomer TMPTMA: ) Limethylolpropane trimethacrylate (crosslinking agent) AIBN: 2-2'azobisinbutyronitrile (
*) Silane coupling agent
図面はこの発明に係わる含浸方法の一実施例を示すもの
であり、第1図は一部断面とした概略構成図、第2図は
施工前と施工後の反発硬度を説明するための図である。
11・・・被含浸材、12・・・パイプ、14・・・コ
ーテイング材、16・・・含浸材。The drawings show one embodiment of the impregnation method according to the present invention, and Fig. 1 is a schematic diagram showing a partial cross section, and Fig. 2 is a diagram for explaining the rebound hardness before and after construction. be. 11... Material to be impregnated, 12... Pipe, 14... Coating material, 16... Impregnating material.
Claims (1)
被含浸材の表面部にコーティングを行りた後、被含浸材
内部よシ表面部に向けて含浸材を含浸することを特徴と
する含浸方法。When impregnating a porous material to be impregnated with an impregnating material, the surface of the material to be impregnated is coated in advance, and then the impregnating material is impregnated from the inside of the material to the surface. Impregnation method.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP59011151A JPS60155584A (en) | 1984-01-25 | 1984-01-25 | Impregnation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP59011151A JPS60155584A (en) | 1984-01-25 | 1984-01-25 | Impregnation |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS60155584A true JPS60155584A (en) | 1985-08-15 |
JPH0372036B2 JPH0372036B2 (en) | 1991-11-15 |
Family
ID=11770016
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP59011151A Granted JPS60155584A (en) | 1984-01-25 | 1984-01-25 | Impregnation |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60155584A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0288477A (en) * | 1988-09-21 | 1990-03-28 | Aoki Corp | Impregnating treatment of concrete |
JP2007002585A (en) * | 2005-06-27 | 2007-01-11 | Haseko Corp | Method of permeating chemical liquid into concrete structure |
-
1984
- 1984-01-25 JP JP59011151A patent/JPS60155584A/en active Granted
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0288477A (en) * | 1988-09-21 | 1990-03-28 | Aoki Corp | Impregnating treatment of concrete |
JP2007002585A (en) * | 2005-06-27 | 2007-01-11 | Haseko Corp | Method of permeating chemical liquid into concrete structure |
Also Published As
Publication number | Publication date |
---|---|
JPH0372036B2 (en) | 1991-11-15 |
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