JP2006169077A - Cavity-filling grout material using coal ash - Google Patents
Cavity-filling grout material using coal ash Download PDFInfo
- Publication number
- JP2006169077A JP2006169077A JP2004367339A JP2004367339A JP2006169077A JP 2006169077 A JP2006169077 A JP 2006169077A JP 2004367339 A JP2004367339 A JP 2004367339A JP 2004367339 A JP2004367339 A JP 2004367339A JP 2006169077 A JP2006169077 A JP 2006169077A
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- grout material
- cavity
- bentonite
- grout
- consistency
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Abstract
Description
本発明は、土木工事の際に発生する空洞の充填や軟弱地盤の改良に用いるグラウト材の配合方法。 The present invention is a method for blending a grout material used for filling a cavity generated during civil engineering work and improving soft ground.
空洞充填には一般的に流動性に富み、硬化過程におけるブリ−ジング、収縮、変形、ひび割れの発生が少ない材料が選定される。そのため、空洞充填グラウト材は主としてセメント、ベントナイト、アルミ粉、水が用いられ、その材料の配合比率により軟練り、中練り、固練りがあり、空洞の状態によって使い分けされている。 For filling the cavity, a material which is generally rich in fluidity and hardly causes bleeding, shrinkage, deformation and cracking in the curing process is selected. Therefore, cement, bentonite, aluminum powder, and water are mainly used as the cavity-filled grout material, and there are soft kneading, medium kneading, and solid kneading depending on the blending ratio of the materials, and they are properly used depending on the state of the cavity.
実際には仮に一つの空洞に限定しても内容積、形状が異なり、また空洞周辺の地盤に多種多様な緩み箇所も存在する。また、空洞の状態は目に見えないため、軟練り、中練り、固練りグラウト材の使い分けは非常に困難である。 Actually, even if it is limited to a single cavity, the internal volume and shape are different, and there are also a wide variety of loose spots on the ground around the cavity. Further, since the hollow state is not visible, it is very difficult to properly use the soft, medium, and hard grout materials.
グラウト材として配合されるベントナイトは、非常に微粒な粘土鉱物であり、粘性、粘結性に優れているため、グラウト材の流動性、空隙内壁との密着性、空洞外部への漏水防止効果などグラウト材の特性を高めるのに役立っている。しかし、ベントナイトは水に接するとベントナイトの主体成分であるモンモリロナイトの結晶(層間)に水が入り込み、体積が5〜10倍に膨潤する。この膨潤したモンモリロナイトは乾燥すると、水を放出して元の体積まで収縮するので、ベントナイトを用いた充填物は充填後に微小のクラックを発生させる恐れがある。 Bentonite blended as a grout material is a very fine clay mineral and has excellent viscosity and caking properties, so the fluidity of the grout material, adhesion to the inner wall of the void, and the effect of preventing water leakage outside the cavity It helps to improve the properties of grout. However, when bentonite comes into contact with water, water enters the montmorillonite crystal (interlayer), which is the main component of bentonite, and the volume swells 5 to 10 times. When the swollen montmorillonite is dried, it releases water and shrinks to its original volume, so that the filling using bentonite may cause micro cracks after filling.
グラウト材の製造に関する特許としては、フライアッシュの有効利用を目的としたグラウト材の配合、空隙充填方法があり、それ以外は見当たらない。
グラウト材にはベントナイトが使用されているが、ベントナイトは膨潤度が高く、乾燥すると収縮するため大気中および水中の強度とも大きくなく、長期安定性にも問題がある。 Bentonite is used as a grout material, but bentonite has a high degree of swelling and shrinks when dried, so that it does not have high strength in the air and water, and there is a problem in long-term stability.
ベントナイトを使用すると固結力が低下するが、空洞内の堆積物、空洞内に残存する土砂と混ざり合ってさらに強度の低下を促進し、脆弱になる恐れがある。 When bentonite is used, the caking force is reduced, but it may be mixed with the sediment in the cavity and the earth and sand remaining in the cavity to further reduce the strength and become brittle.
工事現場におけるベントナイトを含む排水は、ベントナイトの主要粘土鉱物のモンモリロナイトが微粒子で、かつ凝集しにくい性質があるため処理が難しい。グラウト材が固化するまでにグラウト材の一部が溶出し、周辺の環境に影響する恐れがある。 Wastewater containing bentonite at construction sites is difficult to treat because montmorillonite, the main clay mineral of bentonite, has fine particles and is difficult to agglomerate. A part of the grout material may elute before the grout material solidifies, which may affect the surrounding environment.
グラウト材には、流動性、粘性の異なる軟練り、中練り、固練りの三種類があり、地盤、空洞の状況で使い分けられているが、実際は空洞が目に見えないのでグラウト材の使い分けが出来ない。 There are three types of grout materials: soft kneading with different fluidity and viscosity, medium kneading, and solid kneading, which are used properly depending on the ground and hollow conditions, but in fact the hollow is not visible so the grout material can be used properly. I can't.
ベントナイトを使わないで、フライアッシュを配合する、フライアッシュには数10ミクロンのガラスバル−ンを多量に含むため流動性に優れている、また水の吸収率も小さいため、湿潤状態でも乾燥状態でも容積は変化しない。 Add fly ash without using bentonite. Fly ash contains a large amount of glass balloons of several tens of microns, so it has excellent fluidity. The volume does not change.
ベントナイトを含まないので容積変化が少なく、充填物の密度も高く、内部にクラックも発生しないので、配合すべき膨張材の種類は問わない。 Since it does not contain bentonite, the volume change is small, the density of the packing is high, and no cracks are generated inside, so the type of expansion material to be blended is not limited.
フライアッシュにはポゾラン反応が期待できるので、充填物中に不溶性で硬いカルシュウム・シリカ化合物が生成され、強度が一層大きくなる。 Since fly ash can be expected to have a pozzolanic reaction, an insoluble and hard calcium-silica compound is formed in the packing, and the strength is further increased.
ベントナイトが吸収する水が不必要であるため、グラウト材の配合時に加える水量が減少
できる。そのため界面活性剤の添加で軟練り、中練り、固練り相当なものが調整できる。
Since the water absorbed by bentonite is unnecessary, the amount of water added when blending the grout material can be reduced. For this reason, the addition of a surfactant can be adjusted to soft kneading, medium kneading or solid kneading.
フライアッシュを用いたグラウト材は、水になじみ易く、粘性に富み、減容もほとんどなく、フリ−ジングが少なく、強度も大であることが特徴である。 A grout material using fly ash is characterized by being easy to adapt to water, rich in viscosity, almost no volume reduction, little freezing, and high strength.
界面活性剤を用いることにより、流動性、分離抵抗性に優れたグラウト材の配合が可能であり、大きな空隙から小さな空隙まで対応でき、注入間隔を大きくとることも可能である。 By using a surfactant, it is possible to mix a grout material excellent in fluidity and separation resistance, and it is possible to deal with a large gap to a small gap, and to take a large injection interval.
注入後、安定した形で硬化するため、周辺への影響もなく、長期安定性に富む構造物の構築が可能になる。 Since it hardens in a stable form after the injection, it is possible to construct a structure having a long-term stability without affecting the surroundings.
トンネル覆工工事で採用されている「エアパック工法」より流動性、強度において優れている。 It is superior in fluidity and strength compared to the “air pack method” used in tunnel lining work.
樋門補修、橋台補修工事にも使用可能である。 It can also be used for Xiamen repair and abutment repair work.
フライアッシュ、セメント、増粘材としての界面活性剤、膨張材を従来のグラウト材と同じ方法で配合、加水、ミキシングして製造するが、フライアッシュ/セメントは 0.5 〜 20の範囲にする、セメント/水は0.5 〜 1.5の範囲とする。増粘材は界面活性剤(カチオン・アニオン)を調整して用いる。なお、膨張材の種類は問わない。 Fly ash, cement, surfactant as a thickener, and expansion material are blended, added and mixed in the same way as conventional grout materials, but fly ash / cement is in the range of 0.5-20. The cement / water is in the range of 0.5 to 1.5. A thickener is used by adjusting a surfactant (cation / anion). In addition, the kind of expansion material is not ask | required.
従来の中練りグラウト材と、本発明のグラウト材を用いて品質試験を行った、その結果を次表に示すが、発明品は高強度であり、流動性に富む。なお、固化後の膨張率が変化しないのは、グラウト材内部の密度が大きいためと考えられる。
材料の配合比
試験結果
The following table shows the results of a quality test using a conventional medium-kneaded grout material and the grout material of the present invention. The invention product has high strength and is rich in fluidity. In addition, it is thought that the expansion coefficient after solidification does not change because the density inside the grout material is large.
Mixing ratio of materials
Test results
土木工事において基礎工事の際に発生する空洞の充填や軟弱地盤の改良、トンネル覆
工工事、樋門補修、橋台補修工事など建築土木工事分野で広く活用されると考えられる。
In civil engineering work, it is considered to be widely used in the field of construction and civil engineering such as filling of cavities generated during foundation work, improvement of soft ground, tunnel lining work, Xiamen repair, and abutment repair work.
Claims (4)
A grout material containing a cement / water mixture ratio in the range of 0.5 to 1.5.
Priority Applications (1)
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JP2004367339A JP2006169077A (en) | 2004-12-20 | 2004-12-20 | Cavity-filling grout material using coal ash |
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JP2004367339A JP2006169077A (en) | 2004-12-20 | 2004-12-20 | Cavity-filling grout material using coal ash |
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JP2006169077A true JP2006169077A (en) | 2006-06-29 |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011020869A (en) * | 2009-07-13 | 2011-02-03 | Taisei Corp | Filler |
CN108609964A (en) * | 2018-07-26 | 2018-10-02 | 成都理工大学 | A kind of goaf grouting filler |
CN113087474A (en) * | 2021-04-17 | 2021-07-09 | 中冶地集团西北岩土工程有限公司 | Inorganic grouting plugging material and preparation method thereof |
CN113443885A (en) * | 2020-07-10 | 2021-09-28 | 青岛理工大学 | Grouting material and preparation and application thereof |
-
2004
- 2004-12-20 JP JP2004367339A patent/JP2006169077A/en active Pending
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011020869A (en) * | 2009-07-13 | 2011-02-03 | Taisei Corp | Filler |
CN108609964A (en) * | 2018-07-26 | 2018-10-02 | 成都理工大学 | A kind of goaf grouting filler |
CN113443885A (en) * | 2020-07-10 | 2021-09-28 | 青岛理工大学 | Grouting material and preparation and application thereof |
CN113087474A (en) * | 2021-04-17 | 2021-07-09 | 中冶地集团西北岩土工程有限公司 | Inorganic grouting plugging material and preparation method thereof |
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