JPS599591B2 - Boutiyou Seisui Grout no Seizouhou - Google Patents
Boutiyou Seisui Grout no SeizouhouInfo
- Publication number
- JPS599591B2 JPS599591B2 JP49028493A JP2849374A JPS599591B2 JP S599591 B2 JPS599591 B2 JP S599591B2 JP 49028493 A JP49028493 A JP 49028493A JP 2849374 A JP2849374 A JP 2849374A JP S599591 B2 JPS599591 B2 JP S599591B2
- Authority
- JP
- Japan
- Prior art keywords
- cement
- grout
- water
- weight
- expansion
- 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
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Lining And Supports For Tunnels (AREA)
- Sealing Material Composition (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
Description
【発明の詳細な説明】
本発明は膨張性止水グラウトの製造法に関するものであ
る。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method of manufacturing an expandable water-stop grout.
従来、水ガラスとセメントペーストよりなる止水グラウ
トの欠点である硬化後の収縮を改善する目的で、金属粉
添加による水素気泡を発生させて膨張性グラウトとする
ことは知られている。Conventionally, in order to improve shrinkage after curing, which is a drawback of water-stop grouts made of water glass and cement paste, it has been known to generate expandable grouts by adding metal powder to generate hydrogen bubbles.
しかしながら、このグラウトを例えはトンネルなどの換
気の悪い場所で施工しようとしても水素ガスによる爆発
の危険があるため、施工できないかもしくは防爆設備と
して施工する必要があり、さらには均一な膨張性を発現
させるには、グラウト混合には十分な注意を要する欠点
があつた。本発明は、この欠点を解消した急結、急硬性
でしかも膨張性の止水グラウトの製造法を提供しようと
するものである。本発明の特徴は、あまりにも膨張発現
が早すぎてセメントに含有させて膨張率を測定しても、
膨張現象を生じさせないような膨張材をセメントに5〜
50重量%含有させたセメントを使用するところにある
。However, even if this grout is applied in a poorly ventilated place such as a tunnel, there is a risk of explosion due to hydrogen gas, so it cannot be used, or it must be installed as explosion-proof equipment, and it also has uniform expansion properties. In order to achieve this, the grout mixing had the disadvantage of requiring sufficient care. The present invention aims to provide a method for producing a water-stop grout that solves these drawbacks and is quick-setting, quick-hardening, and expandable. The feature of the present invention is that expansion occurs too quickly, so even if it is included in cement and the expansion rate is measured,
Adding an expanding material to the cement that does not cause expansion phenomenon
Cement containing 50% by weight is used.
すなわち、従来よりセメントの収縮を防止する目的で使
用されているようなセメント膨張材を本発明グラウトに
含有させても、膨張発現は水ガラスセメントが硬化した
のちに主として発現するので、硬化体を破壊し、所期の
目的は達成できない。In other words, even if the present grout contains a cement expanding agent, which has conventionally been used for the purpose of preventing cement shrinkage, expansion mainly occurs after the water glass cement has hardened. It is destroyed and the intended purpose cannot be achieved.
本発明においては、少なくともセメント水ガラス硬化体
強度が10kg/ C!It程度発現する間に、充分膨
張してしまうような膨張材を含有させたセメントを使用
する。このような性状を有する膨張材としては酸化カル
シウムおよびまたは酸化マグネシウムを主体とするもの
であつて、具体的には酸化カルシウムおよびまたは酸化
マグネシウムを少くとも50重量弊、好ましくは80重
量弊含有すJ るものが使用できる。膨張材の粉末度は
水ガラスセメントの凝結硬化に関係してプレーン値で4
000〜7000ciV9が好ましい。In the present invention, the strength of the cement water glass hardened body is at least 10 kg/C! Use cement containing an expanding agent that will expand sufficiently during the development of about It. The expanding material having such properties is mainly composed of calcium oxide and/or magnesium oxide, and specifically contains at least 50% by weight of calcium oxide and/or magnesium oxide, preferably 80% by weight of calcium oxide and/or magnesium oxide. can be used. The fineness of the expanding material is related to the setting and hardening of water glass cement, and the plain value is 4.
000 to 7000 ciV9 is preferred.
このような膨張材をセメントに5〜50重量%、1 好
ましくは10〜30重量%含有させる。The cement contains such an expanding agent in an amount of 5 to 50% by weight, preferably 10 to 30% by weight.
膨張材が5重量%未満では効果なく、50重量%を超え
ても膨張性の付与に関してそれ程効果は向上せず、反つ
て硬化体強度の低下を来す。水ガラスとセメントとの割
合は、セメント重量に対して、水ガラス0.01〜10
倍の範囲で現場状況により任意に選択できるが通常の使
用量は0.5〜3倍である。セメントはポルトランド系
セメント、混合セメントが使用できる。If the amount of the expanding agent is less than 5% by weight, it will not be effective, and if it exceeds 50% by weight, the effect of imparting expandability will not be significantly improved, and the strength of the cured product will decrease. The ratio of water glass to cement is 0.01 to 10 water glass to the cement weight.
Although the amount can be arbitrarily selected depending on the site situation, the amount usually used is 0.5 to 3 times. Portland cement and mixed cement can be used as cement.
以上よりなる本発明グラウトは所期の目的を十分達成で
きるが、さらに膨張材の膨張発現を、グラウト硬化に適
した時期に発現させ、高強度硬化体とするために、高級
脂肪酸の被膜を膨張材の表面に形成させるか、もしくは
ケイフツ化物を添加して、膨張材の膨張発現時期を調節
する。The grout of the present invention as described above can fully achieve the intended purpose, but in addition, the higher fatty acid coating is expanded in order to cause the expansion agent to expand at a time suitable for curing the grout and to obtain a high-strength cured product. The timing of expansion of the expandable material is controlled by forming it on the surface of the material or by adding silicate.
高級脂肪酸の被膜を形成させる方法としては、例えばス
テアリン酸、オレイン酸ならびにその塩 1の1種以上
を、膨張材に対して0.1〜10重量?の範囲で添加混
合し、30℃以上高級脂肪酸の沸点以下、好ましくは8
0〜130℃で5〜30分加熱する。As a method for forming a film of higher fatty acids, for example, one or more of stearic acid, oleic acid, and their salts 1 is added in an amount of 0.1 to 10% by weight based on the expanding material. 30℃ or higher and lower than the boiling point of the higher fatty acid, preferably 8℃.
Heat at 0-130°C for 5-30 minutes.
ケイフツ化物としては、ケイフツ化ソーダ、ケイフツ化
カリウム、ケイフツ化バリウムなどが使用でき、その配
合量は膨張材に対して0.001〜1重量%の範囲で選
択できる。ケイフツ化物は単に配合するだけでよい。本
発明グラウトによる効果は次の通りである。As the silicate, sodium silicate, potassium silicate, barium silicate, etc. can be used, and the amount thereof can be selected within the range of 0.001 to 1% by weight based on the expanding material. It is sufficient to simply blend the silicate. The effects of the grout of the present invention are as follows.
1.硬化後の強度が大で、収縮防止できる。1. It has great strength after curing and can prevent shrinkage.
2.完全止水が可能である。2. Complete water stop is possible.
3.水素ガスなどの可燃性ガスを発生しないので安全で
ある。3. It is safe because it does not generate flammable gas such as hydrogen gas.
4.グラウトの充てん性が良好であり、膨張圧による微
小クラツクへの注入が可能である。4. The grout has good filling properties and can be injected into minute cracks using expansion pressure.
以下実施例により本発明を説明する。The present invention will be explained below with reference to Examples.
実施例 1
第1表の化学成分を有する炭酸カルシウムを1300℃
、2時間焼成したものをポツトミルで粉砕し、ブレーン
値4000d/9とし、これを普通ポルトランドセメン
トに10,20,30重量%代替添加し、水/セメント
比100重量?のペーストとした。Example 1 Calcium carbonate having the chemical components shown in Table 1 was heated to 1300°C.
After baking for 2 hours, the product was ground in a pot mill to obtain a Blaine value of 4000 d/9, and this was added as an alternative to ordinary Portland cement at 10, 20, and 30% by weight, resulting in a water/cement ratio of 100% by weight. It was made into a paste.
このペースト500CCと別に、JIS3号水ガラスを
同容量の水と混合したもの500CCとを混合して、4
×4×160ffL型枠に入れ、圧縮強度、膨張率およ
びゲルタイムを測定した。結果を第2表に示す。尚、膨
張率は、1時間で脱型し基長してコンパレーター法によ
り測定した。Separately from this paste 500CC, 500CC of JIS No. 3 water glass mixed with the same volume of water was mixed, and 4
The sample was placed in a ×4 × 160ffL mold, and the compressive strength, expansion rate, and gel time were measured. The results are shown in Table 2. The expansion rate was measured by the comparator method after demolding the mold for 1 hour and lengthening the base.
なお水ガラスを入れないペーストも同様に膨張率を測つ
たが膨張は認められなかつた。ゲルタイムは流動性がな
くなつた時の時間で示した。The expansion rate of the paste without water glass was measured in the same manner, but no expansion was observed. Gel time was expressed as the time when fluidity disappeared.
次いで、各膨張材添加率のグラウトを、直径5儂、長さ
1mの鉄パイプに長さ30C!!Lにわたり充てんし、
1日後残りの部分に注水した時の漏水の有無を測定した
。Next, grout with each expansion agent addition rate was applied to an iron pipe with a diameter of 5 degrees and a length of 1 meter and a length of 30C! ! Fill it up to L,
One day later, water was poured into the remaining part and the presence or absence of water leakage was measured.
その結果、膨張材無添加の試料に漏水が認められたが、
他の試料には認められなかつた。また、前記の酸化カル
シウムを主体とする膨張材のかわりに、純度95重量?
の酸化マグネシウムを1350℃の電気炉での焼成物を
用いて同様に試験したところ、ほぼ第2表と同様な結果
であつた。As a result, water leakage was observed in the sample without the addition of expansion material, but
It was not observed in other samples. Also, instead of the above-mentioned expanding material mainly composed of calcium oxide, the purity is 95% by weight?
When magnesium oxide was similarly tested using a product fired in an electric furnace at 1350°C, the results were almost the same as in Table 2.
実施例 2
第一セメント製鉄鉱スラグ(プレーン5040さらに、
各々グラウトを用いて、実施例1と同様な方法により止
水性を測定したところ、試料5≦d/9)(水滓)を普
通ポルトランドセメントに80重量?代替添加したセメ
ントに、実施例1の酸化カルシウムを主体とする膨張材
をO〜30重量%代替添加したセメントを使用し、実施
例1と同様の試験をした。Example 2 Daiichi Cement iron ore slag (plain 5040, and
Using each grout, the water-stop properties were measured in the same manner as in Example 1. Sample 5≦d/9) (water slag) was added to ordinary Portland cement at 80% by weight. The same test as in Example 1 was conducted using a cement in which 0 to 30% by weight of the expanding material mainly composed of calcium oxide of Example 1 was added to the substituted cement.
結果を第3表に示す。また、膨張材に対して3重量?の
ステアリン酸を加えて100℃で20分間熱処理したも
のおよび膨張材に対してNa2SiF6を0.03重量
%添加したものを、前記の鉄鉱スラグで同率代替添加し
たセメントに内割20重量?配合したセメントを使用し
同様に試験した結果を第4表に示す。The results are shown in Table 3. Also, 3 weight for the expansion material? Stearic acid was added and heat treated at 100°C for 20 minutes, and 0.03% by weight of Na2SiF6 was added to the expanding agent, and the above iron ore slag was added in the same proportion to cement. Table 4 shows the results of a similar test using the blended cement.
Claims (1)
するにあたり、酸化カルシウムおよびまたは酸化マグネ
シウムを少くとも50重量%含有してなる膨張材をセメ
ントに5〜50重量%含有させたセメントを使用するこ
とを特徴とする膨張性止水グラウトの製造法。 2 特定発明のグラウト製造法において、さらに無機ケ
イフッ化物を配合するか、または膨張材を高級脂肪酸ま
たはその塩で被覆することを特徴とする膨張性止水グラ
ウトの製造法。[Scope of Claims] 1. In producing a water-stop grout by blending water glass with cement, the cement contains 5 to 50% by weight of an expanding agent containing at least 50% by weight of calcium oxide and/or magnesium oxide. 1. A method for producing an expandable water-stop grout, characterized in that it uses cement that has been made to withstand water. 2. A method for producing an expandable water-stop grout according to the specific invention, characterized in that an inorganic silicofluoride is further blended or the expanding material is coated with a higher fatty acid or a salt thereof.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP49028493A JPS599591B2 (en) | 1974-03-14 | 1974-03-14 | Boutiyou Seisui Grout no Seizouhou |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP49028493A JPS599591B2 (en) | 1974-03-14 | 1974-03-14 | Boutiyou Seisui Grout no Seizouhou |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS50122008A JPS50122008A (en) | 1975-09-25 |
| JPS599591B2 true JPS599591B2 (en) | 1984-03-03 |
Family
ID=12250183
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP49028493A Expired JPS599591B2 (en) | 1974-03-14 | 1974-03-14 | Boutiyou Seisui Grout no Seizouhou |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS599591B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2510425B2 (en) * | 1989-02-23 | 1996-06-26 | 株式会社 シモダ技術研究所 | Water glass two-component backfill injection method |
| JP4669100B2 (en) * | 2000-02-16 | 2011-04-13 | 株式会社淺沼組 | Grout material and renewal method for existing underground pipes |
-
1974
- 1974-03-14 JP JP49028493A patent/JPS599591B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS50122008A (en) | 1975-09-25 |
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