JPH01122952A - Material for solidification - Google Patents
Material for solidificationInfo
- Publication number
- JPH01122952A JPH01122952A JP27937087A JP27937087A JPH01122952A JP H01122952 A JPH01122952 A JP H01122952A JP 27937087 A JP27937087 A JP 27937087A JP 27937087 A JP27937087 A JP 27937087A JP H01122952 A JPH01122952 A JP H01122952A
- Authority
- JP
- Japan
- Prior art keywords
- silica
- molar ratio
- water
- glass
- alkali metal
- 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
- 239000000463 material Substances 0.000 title claims abstract description 36
- 230000008023 solidification Effects 0.000 title abstract 4
- 238000007711 solidification Methods 0.000 title abstract 4
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims abstract description 66
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 claims abstract description 28
- 239000000377 silicon dioxide Substances 0.000 claims abstract description 27
- 235000019353 potassium silicate Nutrition 0.000 claims abstract description 26
- 239000004568 cement Substances 0.000 claims abstract description 10
- -1 water-glass #3 Chemical compound 0.000 claims abstract description 10
- 150000002736 metal compounds Chemical class 0.000 claims abstract description 9
- 235000012239 silicon dioxide Nutrition 0.000 claims abstract description 9
- 235000008733 Citrus aurantifolia Nutrition 0.000 claims abstract description 3
- 235000011941 Tilia x europaea Nutrition 0.000 claims abstract description 3
- 239000004571 lime Substances 0.000 claims abstract description 3
- 238000007596 consolidation process Methods 0.000 claims description 21
- 229910021487 silica fume Inorganic materials 0.000 claims description 12
- 229910052783 alkali metal Inorganic materials 0.000 claims description 8
- RMAQACBXLXPBSY-UHFFFAOYSA-N silicic acid Chemical compound O[Si](O)(O)O RMAQACBXLXPBSY-UHFFFAOYSA-N 0.000 claims description 7
- 239000003795 chemical substances by application Substances 0.000 claims description 6
- 239000007788 liquid Substances 0.000 abstract description 7
- 230000007774 longterm Effects 0.000 abstract description 7
- 150000003839 salts Chemical class 0.000 abstract description 7
- 239000002585 base Substances 0.000 abstract description 5
- 230000035699 permeability Effects 0.000 abstract description 5
- 239000003513 alkali Substances 0.000 abstract description 4
- 229910052910 alkali metal silicate Inorganic materials 0.000 abstract description 4
- 239000004115 Sodium Silicate Substances 0.000 abstract description 3
- 235000019795 sodium metasilicate Nutrition 0.000 abstract description 3
- 229910052911 sodium silicate Inorganic materials 0.000 abstract description 3
- POWFTOSLLWLEBN-UHFFFAOYSA-N tetrasodium;silicate Chemical compound [Na+].[Na+].[Na+].[Na+].[O-][Si]([O-])([O-])[O-] POWFTOSLLWLEBN-UHFFFAOYSA-N 0.000 abstract description 3
- 229910052681 coesite Inorganic materials 0.000 abstract 2
- 229910052906 cristobalite Inorganic materials 0.000 abstract 2
- 229910021485 fumed silica Inorganic materials 0.000 abstract 2
- 229910052682 stishovite Inorganic materials 0.000 abstract 2
- 229910052905 tridymite Inorganic materials 0.000 abstract 2
- 238000001879 gelation Methods 0.000 description 19
- 238000002347 injection Methods 0.000 description 10
- 239000007924 injection Substances 0.000 description 10
- 239000000243 solution Substances 0.000 description 7
- HEMHJVSKTPXQMS-UHFFFAOYSA-M Sodium hydroxide Chemical compound [OH-].[Na+] HEMHJVSKTPXQMS-UHFFFAOYSA-M 0.000 description 5
- 239000011575 calcium Substances 0.000 description 5
- 239000011440 grout Substances 0.000 description 5
- 239000000203 mixture Substances 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 239000002245 particle Substances 0.000 description 4
- 150000001875 compounds Chemical class 0.000 description 3
- 238000002474 experimental method Methods 0.000 description 3
- 239000010881 fly ash Substances 0.000 description 3
- 229910052751 metal Inorganic materials 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 238000002156 mixing Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- NWUYHJFMYQTDRP-UHFFFAOYSA-N 1,2-bis(ethenyl)benzene;1-ethenyl-2-ethylbenzene;styrene Chemical compound C=CC1=CC=CC=C1.CCC1=CC=CC=C1C=C.C=CC1=CC=CC=C1C=C NWUYHJFMYQTDRP-UHFFFAOYSA-N 0.000 description 2
- 239000005909 Kieselgur Substances 0.000 description 2
- 239000012670 alkaline solution Substances 0.000 description 2
- 229910001424 calcium ion Inorganic materials 0.000 description 2
- 159000000007 calcium salts Chemical class 0.000 description 2
- 239000008119 colloidal silica Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000003456 ion exchange resin Substances 0.000 description 2
- 229920003303 ion-exchange polymer Polymers 0.000 description 2
- 239000011259 mixed solution Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 229910052814 silicon oxide Inorganic materials 0.000 description 2
- 239000002893 slag Substances 0.000 description 2
- 239000010902 straw Substances 0.000 description 2
- 241000206761 Bacillariophyta Species 0.000 description 1
- 101100348017 Drosophila melanogaster Nazo gene Proteins 0.000 description 1
- 229910000519 Ferrosilicon Inorganic materials 0.000 description 1
- 239000011398 Portland cement Substances 0.000 description 1
- 229910000676 Si alloy Inorganic materials 0.000 description 1
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 description 1
- 150000001340 alkali metals Chemical class 0.000 description 1
- 239000007864 aqueous solution Substances 0.000 description 1
- 239000002956 ash Substances 0.000 description 1
- 239000006227 byproduct Substances 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
- 235000011116 calcium hydroxide Nutrition 0.000 description 1
- 229910001861 calcium hydroxide Inorganic materials 0.000 description 1
- 239000000378 calcium silicate Substances 0.000 description 1
- 229910052918 calcium silicate Inorganic materials 0.000 description 1
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 239000010419 fine particle Substances 0.000 description 1
- 239000003546 flue gas Substances 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 229910021645 metal ion Inorganic materials 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
- 239000004745 nonwoven fabric Substances 0.000 description 1
- 239000002244 precipitate Substances 0.000 description 1
- 239000000376 reactant Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 150000004760 silicates Chemical class 0.000 description 1
- 235000011121 sodium hydroxide Nutrition 0.000 description 1
- 239000011882 ultra-fine particle Substances 0.000 description 1
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
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/24—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing alkyl, ammonium or metal silicates; containing silica sols
- C04B28/26—Silicates of the alkali metals
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明はシリカ分として珪酸のアルカリ金属塩のほかに
非晶質超微粒子シリカ(シリカフユーム)を含有し、主
として地盤注入用藁材として利用される固結用材料に係
り、特に高強度を呈するのみならず、長期間固結強度も
大きく、かつ浸透性に優れ、さちにゲル化時間の調節が
容易であり、すなわち、ゲル化時間を長く調節して高強
度を得る固結用材料に関する。[Detailed description of the invention] [Industrial application field] The present invention contains amorphous ultrafine particle silica (silica fume) in addition to an alkali metal salt of silicic acid as the silica component, and is mainly used as straw material for ground injection. Concerning consolidation materials, they not only exhibit particularly high strength, but also have high long-term consolidation strength, excellent permeability, and easy adjustment of gelation time. Concerning consolidation materials that can be adjusted to obtain high strength.
地盤注入用藁材として、従来、セメントグラウトあるい
は水ガラスグラウトが用いられ、また、非コロイド性シ
リカのアルカリ溶液とカルシウム塩等を含有する注入材
が知られていた。さらに、水ガラスからイオン交換樹脂
によりアルカリ金属を除去して得られる超微粒子シリカ
と、塩とを含む注入材も従来されている。Conventionally, cement grout or water glass grout has been used as straw material for ground injection, and injection materials containing non-colloidal silica alkaline solutions, calcium salts, etc. have been known. Furthermore, injection materials containing salt and ultrafine silica particles obtained by removing alkali metals from water glass using an ion exchange resin have also been used.
しかし、セメントグラウトは粒子が大きいため、細粒土
地盤には浸透し得す、また、地盤中でグラウト中のセメ
ント分と混合水が分離し、この混合水そのものは固化し
ないため土砂地盤における止水効果が不充分であった。However, since cement grout has large particles, it can penetrate into fine-grained soil, and the cement content in the grout and mixed water separate in the ground, and this mixed water itself does not solidify, so it can be used as a stopper in sandy ground. The water effect was insufficient.
また、水ガラスグラウトは配合液全体が商結するが、ゲ
ルそのものの強度が低く、しかも強度が経時的に低下し
、かつ収縮が大きく、長期耐久性が不充分であった。In addition, although the entire mixed liquid of water glass grout is sold, the strength of the gel itself is low, the strength decreases over time, and the shrinkage is large, resulting in insufficient long-term durability.
また、非コロイド性シリカのアルカリ溶液とカルシウム
塩を含有した注入材は素材の反応が不充分であるのみな
らず、ゲル化時間が不明確で注入対象外に逸脱漏出しや
すく、またアルカリ分も溶出しやすい。In addition, injection materials containing an alkaline solution of non-colloidal silica and calcium salts not only have an insufficient reaction of the material, but also have an unclear gelation time and tend to leak out of the injection target, and the alkaline content Easy to elute.
さらに、前述の超微粒子シリカと塩を含有した注入材は
シリカ分の濃度を大きくすることができず、このため高
強度を得ることが困難であり、強度を大きくするために
CaやMg等の塩(あるいは塩基)を多く用いるとただ
ちにゲル化してしまい、長いゲル化時間で高強度を得る
ことができず、しかもイオン交換樹脂を用いるため、経
済的にも高価となる。Furthermore, the above-mentioned injection material containing ultrafine silica and salt cannot increase the concentration of silica, making it difficult to obtain high strength. If too much salt (or base) is used, gelation will occur immediately, making it impossible to obtain high strength over a long gelation time, and furthermore, since an ion exchange resin is used, it will be economically expensive.
そこで、本発明の目的は高強度を呈するのみならず、長
期固結強度も太き(、しかもゲル化時間を長く調節して
高強度を得ることができ、さらに浸透性にも優れ、前述
の公知技術に存する欠点を改良した主として地盤注入材
として用いられる固結用材料を提供することにある。Therefore, the purpose of the present invention is to not only exhibit high strength, but also to have high long-term consolidation strength (in addition, it is possible to obtain high strength by adjusting the gelation time for a long time, and also to have excellent permeability, as described above). The object of the present invention is to provide a consolidation material mainly used as a ground injection material, which overcomes the drawbacks of the known technology.
前述の目的を達成するため、本発明によれば、シリカ分
として珪酸のアルカリ金属塩とシリカフユームとを必須
成分として含有し、さらに固結材として多価金属化合物
またはセメントを含有することを特徴とする。In order to achieve the above object, the present invention is characterized in that the silica component contains an alkali metal salt of silicic acid and silica fume as essential components, and further contains a polyvalent metal compound or cement as a solidifying agent. do.
前述の珪酸のアルカリ金属塩は3号水ガラス、オルソ珪
酸ソーダ、メタ珪酸ソーダ等の液状ないしは粉状水ガラ
スであって、特にモル比(SiOz/Mete)が2.
5以下の低モル比のものである。The alkali metal salt of silicic acid mentioned above is liquid or powdered water glass such as No. 3 water glass, sodium orthosilicate, sodium metasilicate, etc., and particularly has a molar ratio (SiOz/Mete) of 2.
It has a low molar ratio of 5 or less.
しかしながら、モル比の高い水ガラスにアルカリを加え
てモル比2.5以下の低モル比になるように調整したも
のでもよい。However, it is also possible to add an alkali to water glass having a high molar ratio and adjust the molar ratio to a low molar ratio of 2.5 or less.
また、シリカフユームはシリコンメタルやフェロシリコ
ン等のケイ素合金を電気炉で製造する際に発生する排ガ
ス中に浮遊して生じる副産物であって、粒径0.1μ−
程度で極めて小さく、かつブレーン比表面積が20〜2
3 rd / gで極めて大きく、さらに純度が87〜
94%で極めて高く、また、この成分組成(%)は5i
(h:87〜94、A 1 go!: 0.6〜1.4
、FeJ3 : 0.5〜2.0 、 C: 0.8
〜2.0である。In addition, silica fume is a byproduct that floats in the exhaust gas generated when silicon alloys such as silicon metal and ferrosilicon are manufactured in an electric furnace, and has a particle size of 0.1 μm.
It is extremely small and has a Blaine specific surface area of 20 to 2.
It is extremely large at 3rd/g and has a purity of 87~
It is extremely high at 94%, and this component composition (%) is 5i
(h: 87-94, A1 go!: 0.6-1.4
, FeJ3: 0.5-2.0, C: 0.8
~2.0.
上述のシリカフユームは常温で水ガラス水溶液と混合す
ると容易に均一な粘性状混合物となり、この混合物はそ
のまま長時間放置しても沈澱することがなく、懸濁状態
を保持する。この理由は不明確であるが、シリカフユー
ムの比表面積が前述のように非常に大きくて界面活性に
優れ、かつシリカフユーム粒子のまわりに溶解水ガラス
の分子が吸着して親水状態となり、長時間安定したコロ
イド性の懸濁状態を保持するためと推定される。When the above-mentioned silica fume is mixed with an aqueous water glass solution at room temperature, it easily becomes a homogeneous viscous mixture, and this mixture does not precipitate even if left as it is for a long time and remains in a suspended state. The reason for this is unclear, but as mentioned above, silica fuum has a very large specific surface area and has excellent surface activity, and molecules of dissolved water glass are adsorbed around the silica fume particles, creating a hydrophilic state and making it stable for a long time. It is presumed that this is to maintain a colloidal suspended state.
また、前述の固結材としての多価金属化合物はCa、A
I、Fe、Mg等の多価金属塩、塩基、酸化物等である
が、特に石灰(Ca(OH)*)が好ましい。In addition, the polyvalent metal compounds used as the solidifying material mentioned above are Ca, A
Examples include polyvalent metal salts such as I, Fe, and Mg, bases, and oxides, with lime (Ca(OH)*) being particularly preferred.
本発明固結用材料はシリカ分として前述のような珪酸ア
ルカリ金属塩(水ガラス)とシリカフユームを必須成分
として含存し、これに固結材、例えば多価金属塩、塩基
、酸化物、セメント等を添加することにより固結され、
主に地盤注入材として用いられる。シリカフユームの含
有量は全固結用材料100cc中に1g以上であること
が望ましい。The consolidation material of the present invention contains the above-mentioned alkali metal silicate salt (water glass) and silica fume as essential components as the silica component, and includes consolidation agents such as polyvalent metal salts, bases, oxides, and cement. Consolidated by adding etc.
Mainly used as ground injection material. The content of silica fume is desirably 1 g or more in 100 cc of the total consolidation material.
また、シリカ分としてはその他任意のもの(例えば、フ
ライアッシュ、珪藻上等)を併用してもかまわない。Further, as the silica component, other arbitrary materials (for example, fly ash, diatoms, etc.) may be used in combination.
上述の本発明固結用材料は地盤注入のほかに、土や砂等
と混合し、攪拌したり、土に吹き付けたりして、土構造
物の構築や構造物そのもの等にも利用される。In addition to being poured into the ground, the above-mentioned consolidation material of the present invention can be mixed with soil, sand, etc., stirred, or sprayed onto the soil, and used for constructing earth structures or the structures themselves.
本発明に用いられるシリカフユームは前述のように極め
て微粒子からなるものであって、水ガラス水溶液中にお
いて長時間懸濁状態を保つ。As mentioned above, the silica fume used in the present invention consists of extremely fine particles and remains suspended in a water glass solution for a long time.
このことは次の実験によって証明される。This is proven by the following experiment.
シリカフユームと水ガラスあるいはこれにさらに苛性ソ
ーダを表−1の配合比で混合攪拌した。Silica fume and water glass or caustic soda were mixed and stirred at the mixing ratio shown in Table 1.
対象としてシリカフユームの代わりにスラグ、フライア
ッシュおよび珪藻土を用いた。Slag, fly ash, and diatomaceous earth were used instead of silica fuyume as targets.
表−1
表−1において、試料N11lおよび2は混合状態が均
一で粘性を帯び、静止しても二層に分離せず、この状態
が長時間保持された。Table 1 In Table 1, samples N11l and 2 had a uniform mixed state and were viscous, did not separate into two layers even when they stood still, and this state was maintained for a long time.
これに対して、試料磁3〜5は攪拌して充分に均一にし
たものを静止するとすぐに上下二層に分離し、上層は液
状、下層は泥状を呈した。On the other hand, sample magnets 3 to 5 were stirred to be sufficiently uniform, but as soon as they came to rest, they separated into upper and lower layers, with the upper layer being liquid-like and the lower layer being mud-like.
なお、前記実験で使用したスラグは鉱石を炉で装線する
際に脈石または不織物が融材と結合して分離したもので
、珪酸カルシウムを主成分とし、また珪藻土はケイソウ
の遺骸からなるケイ質の堆積物であり、フライアッシュ
は煙道ガス中の細かい灰の粒子からなるものである。The slag used in the above experiment is made up of gangue or non-woven fabric that is combined with melted material and separated when ore is wired in a furnace, and contains calcium silicate as its main component, and diatomaceous earth is composed of the remains of diatomite. A siliceous deposit, fly ash consists of fine ash particles in flue gases.
したがって、本発明固結材料は地盤中に注入してもほと
んど材料分離を起こさず、このため浸透性に優れている
。Therefore, the consolidated material of the present invention hardly causes material separation even when injected into the ground, and therefore has excellent permeability.
また、本発明において、シリカ分として珪酸のアルカリ
金属塩(水ガラス)とシリカフユームを用いるので、水
ガラスに加えてシリカフユームのシリカ分によりシリカ
濃度が濃くなり、しかもシリカフユームのシリカ分はQ
QQ状態であるため直ちに反応せず、したがって、固結
材の濃度を大きくしてもゲル化時間が短縮されず、長い
ゲル化時間を保持しながら高強度ならびに長期固結強度
を得ることができる。In addition, in the present invention, since an alkali metal salt of silicic acid (water glass) and silica fuyum are used as the silica content, the silica concentration becomes high due to the silica content of the silica fuyume in addition to the water glass, and the silica content of the silica fuyume is Q
Since it is in a QQ state, it does not react immediately, so even if the concentration of the consolidation agent is increased, the gelation time will not be shortened, and high strength and long-term consolidation strength can be obtained while maintaining a long gelation time. .
しかも、シリカフユームはアルカリ分が多くなるにつれ
て活性化され、特に水ガラス水溶液のモル比SiO,/
Meヨ0の値が2.5以下の場合には、あるいはモル比
の高い水ガラスでもアルカリを添加して低モル比に調整
された場合には長いゲル化時間を保持しつつ高強度かつ
経口的強度増加(耐久性)が容易に得られる。Moreover, silica fuyume is activated as the alkaline content increases, especially when the molar ratio of the water glass solution is SiO, /
If the value of Meyo0 is less than 2.5, or if water glass with a high molar ratio is adjusted to a low molar ratio by adding alkali, it is possible to maintain a long gelation time while maintaining high strength and oral properties. Increased mechanical strength (durability) can be easily obtained.
以下、本発明を実施例により具体的に詳述する。 Hereinafter, the present invention will be specifically explained in detail with reference to Examples.
去皇■−上
A液およびB液として表−2に示す各配合液を調製し、
これらA、B液の混合液についてゲル化時間ならびに固
結砂の経日的−軸圧縮強度(kg /cd)を測定し、
結果を表−3に示した。Prepare each of the liquid mixtures shown in Table 2 as liquids A and B,
The gelation time and the daily axial compressive strength (kg/cd) of the consolidated sand were measured for the mixed solution of these A and B solutions,
The results are shown in Table-3.
表−2において、A−1およびA−2は次の水ガラスで
ある。In Table-2, A-1 and A-2 are the following water glasses.
A−1:モル比(n ) S i Ox/ Nag O
O,87固形分(重量%) 21.5A
−2:モル比(n ) S i Ot/ NazO1,
81固形分(重量%) 17.1表−2
表−3
表−2)表−3から、水ガラス−シリカフユーム−固結
材系の試料はゲル化時間の調整が容易で、かつ強度も高
いのに対し、シリカフユーム−苛性ソーダー固結材系の
試料は最終的には固結しても、ゲル化時間がきわめて長
く、調整が困難であることがわかる。A-1: Molar ratio (n) SiOx/NagO
O, 87 solid content (weight%) 21.5A
-2: Molar ratio (n) SiOt/NazO1,
81 Solid content (wt%) 17.1 Table-2 Table-3 Table-2) From Table-3, the water glass-silica fume-consolidation material system sample has easy gelation time adjustment and high strength. On the other hand, even if the silica fume-caustic soda caking material sample is finally solidified, the gelation time is extremely long, making it difficult to adjust.
実ff1
50cc中に固形分を15g含有する水ガラス水溶液の
モル比SiO□/NazOを種ル変化させて表−4に示
すようにA液を調製し、かつ表−4に示すようにB液を
調製し、これらA、B液の混合液についてゲル化時間な
らびにゲルの経口的強度qu(kg / ci )を測
定し、結果を表−5に示した。Actual ff1 Liquid A was prepared as shown in Table 4 by changing the molar ratio SiO□/NazO of a water glass aqueous solution containing 15 g of solid content in 50 cc, and Liquid B was prepared as shown in Table 4. The gelation time and the oral strength qu (kg/ci) of the gel were measured for the mixture of solutions A and B, and the results are shown in Table 5.
表−4
(つづく)
表−4ならびに表−5から水ガラスのモル比によってゲ
ル化時間が異なること、モル比が2.5付近より低くな
るにつれて長期強度が増大し、ゲル強度も大きくなるこ
とがわかる。これはシリカフユームがアルカリによって
活性化され、活性化したシリカフユームとCaイオンと
の結合が強固になるためと思われる。Table 4 (Continued) Tables 4 and 5 show that the gelation time varies depending on the molar ratio of water glass, and that as the molar ratio becomes lower than around 2.5, the long-term strength increases and the gel strength also increases. I understand. This seems to be because silica fuyum is activated by alkali, and the bond between the activated silica fuyum and Ca ions becomes strong.
また、固結材としては特にCa (OH)zはゲル化時
間の調整が長時間から短時間まで容易であり、CaCβ
2は瞬結のゲル化時間調整に適しており総合的には多価
金属化合物、例えばCa(OH)z、CaC1!、ある
いはセメント等、水中に多価金属イオンを供給しやすい
化合物が適している。In addition, as a consolidation material, especially Ca(OH)z, the gelation time can be easily adjusted from a long time to a short time, and CaCβ
2 is suitable for adjusting the gelation time of instant setting, and overall it is a polyvalent metal compound such as Ca(OH)z, CaC1! Compounds that easily supply polyvalent metal ions into water, such as , or cement, are suitable.
去音糎−主
水ガラスとしてメタ珪酸ソーダ(モル比1.0)ならび
にオルソ珪酸ソーダ(モル比0.5)を用いて表−6に
示す配合比でA液を調製するとともに表−6に示す配合
比でB液を調製し、これらA、B′aの混合液のゲル化
時間を測定し、結果を表−6に示した。Solution A was prepared using sodium metasilicate (molar ratio 1.0) and sodium orthosilicate (molar ratio 0.5) as the main water glass at the blending ratio shown in Table-6. Solution B was prepared at the blending ratio shown, and the gelation time of the mixed solution of A and B'a was measured, and the results are shown in Table 6.
表−6から、本発明にかかる試料!lh2.4.6.8
はいずれもゲル化を生じることがわかる。これは低モル
比の水ガラスの存在によりシリカフユームが活性化され
、活性化されたシリカフユームと消石灰またはポルトラ
ンドセメント中のCaイオンが反応してゲル化を起こす
ものと思われる。From Table 6, samples according to the present invention! lh2.4.6.8
It can be seen that gelation occurs in both cases. This is thought to be because silica fuum is activated by the presence of water glass at a low molar ratio, and the activated silica fume reacts with Ca ions in slaked lime or Portland cement to cause gelation.
なお、本実施例では反応剤としてCa化合物を用いたが
、Ca化合物以外のMg、Al、Fe等、多価金属の塩
基、塩、酸化物であっても同様な結果を示す。Although a Ca compound was used as the reactant in this example, similar results can be obtained even if bases, salts, and oxides of polyvalent metals other than Ca compounds, such as Mg, Al, and Fe, are used.
以上のとおり、本発明にがかる固結用材料はシリカ分と
して珪酸のアルカリ金属塩とシリカフユームを必須成分
として含有し、かつ、固結材として多価金属化合物また
はセメントを含有することにより、高強度を呈するのみ
ならず、長期固結強度も大きく、しかもゲル化時間を長
く調節して高強度を得ることができ、さらに浸透性にも
優れ、地盤注入材、土構造物の構築あるいは構造物自体
等に利用され、実用上極めて有用な材料である。As described above, the consolidation material according to the present invention contains an alkali metal salt of silicic acid and silica fume as essential components as a silica component, and also contains a polyvalent metal compound or cement as a consolidation agent, thereby achieving high strength. Not only does it have a high long-term consolidation strength, it is also possible to obtain high strength by adjusting the gelation time for a long time, and it also has excellent permeability, so it can be used as a ground injection material, the construction of earth structures, or the structure itself. It is an extremely useful material for practical purposes.
手続補正書
昭和62年12月16日
特許庁長官 小 川 邦 夫 殿1、事件
の表示 昭和62年特許願第279370号2)発明
の名称 固 結 用 材 料
3、補正をする者
事件との関係 特許出願人
住所 東京都文京区本郷3−3−1お茶の水ビルKS
ビル名称 強化土エンジニャリング株式会社4、代理人
6、補正により増加する発明の数 な し7、補正
の対象 明細書の「発明の詳細な説明」の欄。Procedural amendment December 16, 1988 Director General of the Patent Office Kunio Ogawa 1. Indication of the case Patent Application No. 279370 of 1988 2) Title of the invention Consolidation of materials 3. Person making the amendment Related Patent Applicant Address Ochanomizu Building KS, 3-3-1 Hongo, Bunkyo-ku, Tokyo
Building name: Reinforced Earth Engineering Co., Ltd. 4, Agent: 6, Number of inventions increased by amendment: None 7, Subject of amendment: “Detailed description of the invention” column of the specification.
8、補正の内容
本願明細書第10−1ペ一ジ表−2を別紙のとおりに訂
正する。8. Contents of the amendment Table 2 on page 10-1 of the present specification is corrected as shown in the attached sheet.
Claims (3)
ユームとを必須成分として含有し、さらに固結材として
多価金属化合物またはセメントを含有してなる固結用材
料。(1) A consolidation material containing an alkali metal salt of silicic acid and silica fume as essential components as a silica component, and further containing a polyvalent metal compound or cement as a consolidation agent.
て、前記珪酸のアルカリ金属塩がモル比(n=SiO_
2/Na_2O)2.5以下の水ガラスである固結用材
料。(2) In the consolidation material according to claim 1, the alkali metal salt of silicic acid is contained in a molar ratio (n=SiO_
2/Na_2O) 2.5 or less water glass.
て、前記多価金属化合物が石灰である固結用材料。(3) The consolidation material according to claim 1, wherein the polyvalent metal compound is lime.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27937087A JPH01122952A (en) | 1987-11-06 | 1987-11-06 | Material for solidification |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27937087A JPH01122952A (en) | 1987-11-06 | 1987-11-06 | Material for solidification |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH01122952A true JPH01122952A (en) | 1989-05-16 |
JPH0545543B2 JPH0545543B2 (en) | 1993-07-09 |
Family
ID=17610207
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP27937087A Granted JPH01122952A (en) | 1987-11-06 | 1987-11-06 | Material for solidification |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH01122952A (en) |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5373219A (en) * | 1976-12-10 | 1978-06-29 | Nippon Chemical Ind | Inorganic binding agent |
JPS5578083A (en) * | 1978-12-06 | 1980-06-12 | Nitto Chem Ind Co Ltd | Stabilization of soil |
JPS63123853A (en) * | 1986-11-13 | 1988-05-27 | 電気化学工業株式会社 | Injection material |
-
1987
- 1987-11-06 JP JP27937087A patent/JPH01122952A/en active Granted
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5373219A (en) * | 1976-12-10 | 1978-06-29 | Nippon Chemical Ind | Inorganic binding agent |
JPS5578083A (en) * | 1978-12-06 | 1980-06-12 | Nitto Chem Ind Co Ltd | Stabilization of soil |
JPS63123853A (en) * | 1986-11-13 | 1988-05-27 | 電気化学工業株式会社 | Injection material |
Also Published As
Publication number | Publication date |
---|---|
JPH0545543B2 (en) | 1993-07-09 |
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