JP2012012483A - Grout material for grouting and grouting method - Google Patents
Grout material for grouting and grouting method Download PDFInfo
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- 239000000463 material Substances 0.000 title claims abstract description 91
- 239000011440 grout Substances 0.000 title claims abstract description 39
- 238000000034 method Methods 0.000 title claims abstract description 15
- NBIIXXVUZAFLBC-UHFFFAOYSA-N Phosphoric acid Chemical compound OP(O)(O)=O NBIIXXVUZAFLBC-UHFFFAOYSA-N 0.000 claims abstract description 50
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims abstract description 38
- 150000007524 organic acids Chemical class 0.000 claims abstract description 26
- 229910000147 aluminium phosphate Inorganic materials 0.000 claims abstract description 25
- 239000004115 Sodium Silicate Substances 0.000 claims abstract description 21
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 claims abstract description 21
- 229910052911 sodium silicate Inorganic materials 0.000 claims abstract description 21
- 239000002253 acid Substances 0.000 claims abstract description 18
- 239000008119 colloidal silica Substances 0.000 claims abstract description 18
- 150000007522 mineralic acids Chemical class 0.000 claims abstract description 18
- 239000003349 gelling agent Substances 0.000 claims abstract description 9
- 238000010494 dissociation reaction Methods 0.000 claims abstract description 6
- 230000005593 dissociations Effects 0.000 claims abstract description 6
- 239000007853 buffer solution Substances 0.000 claims abstract description 5
- 230000003139 buffering effect Effects 0.000 claims abstract description 3
- 238000002347 injection Methods 0.000 claims description 66
- 239000007924 injection Substances 0.000 claims description 66
- QAOWNCQODCNURD-UHFFFAOYSA-N Sulfuric acid Chemical compound OS(O)(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-N 0.000 claims description 56
- MUBZPKHOEPUJKR-UHFFFAOYSA-N Oxalic acid Chemical compound OC(=O)C(O)=O MUBZPKHOEPUJKR-UHFFFAOYSA-N 0.000 claims description 39
- KRKNYBCHXYNGOX-UHFFFAOYSA-N citric acid Chemical compound OC(=O)CC(O)(C(O)=O)CC(O)=O KRKNYBCHXYNGOX-UHFFFAOYSA-N 0.000 claims description 21
- 235000006408 oxalic acid Nutrition 0.000 claims description 13
- JVTAAEKCZFNVCJ-UHFFFAOYSA-N lactic acid Chemical compound CC(O)C(O)=O JVTAAEKCZFNVCJ-UHFFFAOYSA-N 0.000 claims description 10
- 235000015165 citric acid Nutrition 0.000 claims description 7
- FEWJPZIEWOKRBE-UHFFFAOYSA-N Tartaric acid Natural products [H+].[H+].[O-]C(=O)C(O)C(O)C([O-])=O FEWJPZIEWOKRBE-UHFFFAOYSA-N 0.000 claims description 6
- 239000011975 tartaric acid Substances 0.000 claims description 6
- 235000002906 tartaric acid Nutrition 0.000 claims description 6
- FEWJPZIEWOKRBE-JCYAYHJZSA-N Dextrotartaric acid Chemical compound OC(=O)[C@H](O)[C@@H](O)C(O)=O FEWJPZIEWOKRBE-JCYAYHJZSA-N 0.000 claims description 5
- OFOBLEOULBTSOW-UHFFFAOYSA-N Propanedioic acid Natural products OC(=O)CC(O)=O OFOBLEOULBTSOW-UHFFFAOYSA-N 0.000 claims description 5
- 239000004310 lactic acid Substances 0.000 claims description 5
- 235000014655 lactic acid Nutrition 0.000 claims description 5
- VZCYOOQTPOCHFL-UPHRSURJSA-N maleic acid Chemical compound OC(=O)\C=C/C(O)=O VZCYOOQTPOCHFL-UPHRSURJSA-N 0.000 claims description 5
- 239000011976 maleic acid Substances 0.000 claims description 5
- VZCYOOQTPOCHFL-UHFFFAOYSA-N trans-butenedioic acid Natural products OC(=O)C=CC(O)=O VZCYOOQTPOCHFL-UHFFFAOYSA-N 0.000 claims description 5
- BJEPYKJPYRNKOW-REOHCLBHSA-N (S)-malic acid Chemical compound OC(=O)[C@@H](O)CC(O)=O BJEPYKJPYRNKOW-REOHCLBHSA-N 0.000 claims description 4
- BJEPYKJPYRNKOW-UHFFFAOYSA-N alpha-hydroxysuccinic acid Natural products OC(=O)C(O)CC(O)=O BJEPYKJPYRNKOW-UHFFFAOYSA-N 0.000 claims description 4
- 239000001630 malic acid Substances 0.000 claims description 3
- 235000011090 malic acid Nutrition 0.000 claims description 3
- 239000000203 mixture Substances 0.000 abstract description 16
- 239000000243 solution Substances 0.000 abstract description 2
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- 239000007788 liquid Substances 0.000 description 27
- 238000002156 mixing Methods 0.000 description 16
- RMAQACBXLXPBSY-UHFFFAOYSA-N silicic acid Chemical compound O[Si](O)(O)O RMAQACBXLXPBSY-UHFFFAOYSA-N 0.000 description 11
- 239000000377 silicon dioxide Substances 0.000 description 9
- 235000012239 silicon dioxide Nutrition 0.000 description 9
- 239000003513 alkali Substances 0.000 description 6
- 239000007864 aqueous solution Substances 0.000 description 6
- 238000013329 compounding Methods 0.000 description 6
- 239000002245 particle Substances 0.000 description 6
- 230000002378 acidificating effect Effects 0.000 description 5
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- 229960004106 citric acid Drugs 0.000 description 5
- 239000000047 product Substances 0.000 description 5
- 239000011734 sodium Substances 0.000 description 5
- 229910052708 sodium Inorganic materials 0.000 description 5
- 239000000126 substance Substances 0.000 description 5
- DGAQECJNVWCQMB-PUAWFVPOSA-M Ilexoside XXIX Chemical compound C[C@@H]1CC[C@@]2(CC[C@@]3(C(=CC[C@H]4[C@]3(CC[C@@H]5[C@@]4(CC[C@@H](C5(C)C)OS(=O)(=O)[O-])C)C)[C@@H]2[C@]1(C)O)C)C(=O)O[C@H]6[C@@H]([C@H]([C@@H]([C@H](O6)CO)O)O)O.[Na+] DGAQECJNVWCQMB-PUAWFVPOSA-M 0.000 description 4
- BPQQTUXANYXVAA-UHFFFAOYSA-N Orthosilicate Chemical compound [O-][Si]([O-])([O-])[O-] BPQQTUXANYXVAA-UHFFFAOYSA-N 0.000 description 4
- 238000007596 consolidation process Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 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 3
- QTBSBXVTEAMEQO-UHFFFAOYSA-N Acetic acid Chemical compound CC(O)=O QTBSBXVTEAMEQO-UHFFFAOYSA-N 0.000 description 3
- 235000005985 organic acids Nutrition 0.000 description 3
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- 150000003839 salts Chemical class 0.000 description 3
- FERIUCNNQQJTOY-UHFFFAOYSA-N Butyric acid Chemical compound CCCC(O)=O FERIUCNNQQJTOY-UHFFFAOYSA-N 0.000 description 2
- RGHNJXZEOKUKBD-SQOUGZDYSA-N D-gluconic acid Chemical compound OC[C@@H](O)[C@@H](O)[C@H](O)[C@@H](O)C(O)=O RGHNJXZEOKUKBD-SQOUGZDYSA-N 0.000 description 2
- DHMQDGOQFOQNFH-UHFFFAOYSA-N Glycine Chemical compound NCC(O)=O DHMQDGOQFOQNFH-UHFFFAOYSA-N 0.000 description 2
- VEXZGXHMUGYJMC-UHFFFAOYSA-N Hydrochloric acid Chemical compound Cl VEXZGXHMUGYJMC-UHFFFAOYSA-N 0.000 description 2
- TWRXJAOTZQYOKJ-UHFFFAOYSA-L Magnesium chloride Chemical compound [Mg+2].[Cl-].[Cl-] TWRXJAOTZQYOKJ-UHFFFAOYSA-L 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 2
- 230000032683 aging Effects 0.000 description 2
- 239000002585 base Substances 0.000 description 2
- 239000003729 cation exchange resin Substances 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 230000000052 comparative effect Effects 0.000 description 2
- XBDQKXXYIPTUBI-UHFFFAOYSA-N dimethylselenoniopropionate Natural products CCC(O)=O XBDQKXXYIPTUBI-UHFFFAOYSA-N 0.000 description 2
- 238000009472 formulation Methods 0.000 description 2
- 239000003673 groundwater Substances 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- BDAGIHXWWSANSR-UHFFFAOYSA-N methanoic acid Natural products OC=O BDAGIHXWWSANSR-UHFFFAOYSA-N 0.000 description 2
- XNGIFLGASWRNHJ-UHFFFAOYSA-N phthalic acid Chemical compound OC(=O)C1=CC=CC=C1C(O)=O XNGIFLGASWRNHJ-UHFFFAOYSA-N 0.000 description 2
- 239000000376 reactant Substances 0.000 description 2
- WBHQBSYUUJJSRZ-UHFFFAOYSA-M sodium bisulfate Chemical compound [Na+].OS([O-])(=O)=O WBHQBSYUUJJSRZ-UHFFFAOYSA-M 0.000 description 2
- 229910000342 sodium bisulfate Inorganic materials 0.000 description 2
- 230000000087 stabilizing effect Effects 0.000 description 2
- OSWFIVFLDKOXQC-UHFFFAOYSA-N 4-(3-methoxyphenyl)aniline Chemical compound COC1=CC=CC(C=2C=CC(N)=CC=2)=C1 OSWFIVFLDKOXQC-UHFFFAOYSA-N 0.000 description 1
- UXVMQQNJUSDDNG-UHFFFAOYSA-L Calcium chloride Chemical compound [Cl-].[Cl-].[Ca+2] UXVMQQNJUSDDNG-UHFFFAOYSA-L 0.000 description 1
- YASYEJJMZJALEJ-UHFFFAOYSA-N Citric acid monohydrate Chemical compound O.OC(=O)CC(O)(C(O)=O)CC(O)=O YASYEJJMZJALEJ-UHFFFAOYSA-N 0.000 description 1
- RGHNJXZEOKUKBD-UHFFFAOYSA-N D-gluconic acid Natural products OCC(O)C(O)C(O)C(O)C(O)=O RGHNJXZEOKUKBD-UHFFFAOYSA-N 0.000 description 1
- 239000004471 Glycine Substances 0.000 description 1
- QNAYBMKLOCPYGJ-REOHCLBHSA-N L-alanine Chemical compound C[C@H](N)C(O)=O QNAYBMKLOCPYGJ-REOHCLBHSA-N 0.000 description 1
- CKLJMWTZIZZHCS-REOHCLBHSA-N L-aspartic acid Chemical compound OC(=O)[C@@H](N)CC(O)=O CKLJMWTZIZZHCS-REOHCLBHSA-N 0.000 description 1
- GRYLNZFGIOXLOG-UHFFFAOYSA-N Nitric acid Chemical compound O[N+]([O-])=O GRYLNZFGIOXLOG-UHFFFAOYSA-N 0.000 description 1
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- 239000011398 Portland cement Substances 0.000 description 1
- CDBYLPFSWZWCQE-UHFFFAOYSA-L Sodium Carbonate Chemical compound [Na+].[Na+].[O-]C([O-])=O CDBYLPFSWZWCQE-UHFFFAOYSA-L 0.000 description 1
- 235000011054 acetic acid Nutrition 0.000 description 1
- 150000008043 acidic salts Chemical class 0.000 description 1
- 150000007513 acids Chemical class 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- 235000004279 alanine Nutrition 0.000 description 1
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 1
- 235000001014 amino acid Nutrition 0.000 description 1
- 150000001413 amino acids Chemical class 0.000 description 1
- 235000003704 aspartic acid Nutrition 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- OQFSQFPPLPISGP-UHFFFAOYSA-N beta-carboxyaspartic acid Natural products OC(=O)C(N)C(C(O)=O)C(O)=O OQFSQFPPLPISGP-UHFFFAOYSA-N 0.000 description 1
- 239000011400 blast furnace cement Substances 0.000 description 1
- 239000001110 calcium chloride Substances 0.000 description 1
- 229910001628 calcium chloride Inorganic materials 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
- 150000001735 carboxylic acids Chemical class 0.000 description 1
- 239000003153 chemical reaction reagent Substances 0.000 description 1
- 229960002303 citric acid monohydrate Drugs 0.000 description 1
- 239000013065 commercial product Substances 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 235000019253 formic acid Nutrition 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 239000000174 gluconic acid Substances 0.000 description 1
- 235000012208 gluconic acid Nutrition 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 239000003014 ion exchange membrane Substances 0.000 description 1
- 239000003456 ion exchange resin Substances 0.000 description 1
- 229920003303 ion-exchange polymer Polymers 0.000 description 1
- 229910001629 magnesium chloride Inorganic materials 0.000 description 1
- VTHJTEIRLNZDEV-UHFFFAOYSA-L magnesium dihydroxide Chemical compound [OH-].[OH-].[Mg+2] VTHJTEIRLNZDEV-UHFFFAOYSA-L 0.000 description 1
- 239000000347 magnesium hydroxide Substances 0.000 description 1
- 229910001862 magnesium hydroxide Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000007935 neutral effect Effects 0.000 description 1
- 229910017604 nitric acid Inorganic materials 0.000 description 1
- GEVPUGOOGXGPIO-UHFFFAOYSA-N oxalic acid;dihydrate Chemical compound O.O.OC(=O)C(O)=O GEVPUGOOGXGPIO-UHFFFAOYSA-N 0.000 description 1
- 238000001139 pH measurement Methods 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 235000019260 propionic acid Nutrition 0.000 description 1
- IUVKMZGDUIUOCP-BTNSXGMBSA-N quinbolone Chemical compound O([C@H]1CC[C@H]2[C@H]3[C@@H]([C@]4(C=CC(=O)C=C4CC3)C)CC[C@@]21C)C1=CCCC1 IUVKMZGDUIUOCP-BTNSXGMBSA-N 0.000 description 1
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- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
Abstract
Description
本発明は、コロイダルシリカのシリカ粒子を含有する地盤注入用グラウト材および地盤注入工法に関するものであり、より詳しくは軟弱地盤や地盤の液状化防止、基礎地盤の補強工事等に使用される地盤改良のための地盤注入用グラウト材および地盤注入工法に関するものである。 TECHNICAL FIELD The present invention relates to a ground injection grout material containing silica particles of colloidal silica and a ground injection method, and more particularly to improvement of ground used for soft ground and ground liquefaction prevention, foundation ground reinforcement work, etc. The present invention relates to a ground injection grout material and a ground injection construction method.
軟弱地盤等に注入して該地盤を固結する地盤注入材として、従来、珪酸ソーダを主材とした注入材、珪酸ソーダと酸とからなる酸性活性珪酸水溶液を主材とした注入材、あるいは中性コロイダルシリカを主材とした注入材等が知られている(特許文献1および2)。しかし、これらの注入材はいずれも、アルカリあるいは塩類を多く含有する。アルカリあるいは塩類の含有量が多いと、長期間のうちに固結体からアルカリあるいは塩類が遊離逸脱して固結体の収縮破壊が起こり、固結体の強度低下などの耐久性劣化を生じる。このような欠点を改良するため、近年、珪酸ソーダを陽イオン交換樹脂やイオン交換膜で処理することによって、珪酸ソーダ中のアルカリを除去した酸性活性珪酸水溶液の薬液や、さらにコロイダルシリカも併用した地盤注入材が提案されている(例えば、特許文献3〜5を参照)。
特許文献3に記載の地盤注入材は酸性コロイダルシリカと珪酸ソーダより成り、高強度の注入材が得られる点で優れてはいるが、材料配合の僅かな違いでゲル化時間の変動が大きく実用には困難が伴う。
特許文献4に記載の地盤注入材は、活性珪酸に無機酸や酒石酸などの酸性剤を加えて活性珪酸の安定性を改善した注入材であるが、ゲル化時間が数日延長されただけで、施工場所での取り扱いが容易であるとは言えない。更にアルカリ剤を添加してゲル化時間をより長くして貯蔵安定性を改良する方法も記載されているが、この方法では材料配合の僅かな違いでゲル化時間の変動が大きく実用には困難が伴う。
特許文献5に記載の地盤注入材は、活性珪酸と珪酸ソーダと酸性反応剤(無機酸やクエン酸、グルコン酸などの有機酸、実施例は燐酸だけ)から成る注入材であり、活性珪酸水溶液は、シリカ濃度が数重量%であるため製造場所(工場)から施工場所までの輸送費が高額となり、また数日でゲル化するため施工場所での大量貯蔵が出来ない等の問題は解決されていない。
As a ground injection material for injecting into soft ground or the like to solidify the ground, conventionally, an injection material mainly composed of sodium silicate, an injection material mainly composed of an acidic active silicate aqueous solution consisting of sodium silicate and acid, or An injection material mainly composed of neutral colloidal silica is known (
The ground injection material described in
The ground injection material described in
The ground injection material described in
上記のように、活性珪酸を用いた地盤注入材は使用が一部に限定され、コロイダルシリカと珪酸ソーダの二成分を主材とし、ゲル化剤を配合した地盤注入材が汎用されるようになった。二成分のうちゲル化時間は主に珪酸ソーダとゲル化剤の配合比率によって調節され、ゲル化剤としては燐酸や硫酸、硫酸水素ナトリウムが使用されている。中でも燐酸は三段階のpKa値(酸解離定数の逆数の対数値、pKa1=1.83、pKa2=6.43、pKa3=11.46)を有しゲル化時間の調節が容易な酸である。しかしながら、湖沼や河川などでは燐の蓄積による富養化が危惧される。一方、硫酸、硫酸水素ナトリウムはpKa2が1.74と小さくゲル化時間の調節が困難な酸である。 As mentioned above, the ground injection material using activated silicic acid is limited to a part of use, so that the ground injection material containing two components of colloidal silica and sodium silicate as a main material and containing a gelling agent is widely used. became. Of the two components, the gelation time is adjusted mainly by the blending ratio of sodium silicate and gelling agent, and phosphoric acid, sulfuric acid, and sodium hydrogen sulfate are used as the gelling agent. Among them, phosphoric acid has three steps of pKa values (logarithm of the reciprocal of acid dissociation constant, pKa1 = 1.83, pKa2 = 6.43, pKa3 = 1.46) and is an acid that can easily adjust the gelation time. . However, in lakes and rivers, there are concerns about enrichment due to phosphorus accumulation. On the other hand, sulfuric acid and sodium hydrogen sulfate are acids whose pKa2 is 1.74 and it is difficult to adjust the gelation time.
ちなみに、上記のコロイダルシリカは、一般的にシリカゾルと称して市販されている商品であり、通常イオン交換樹脂に珪酸ソーダを通して得た活性珪酸を加熱等により安定化し濃縮したシリカ濃度20〜50重量%の製品であって、平均粒子径が10〜20nm程度である。これらコロイダルシリカを主材とした地盤注入材は、浸透性の高い注入材で、耐久性などにも優れている。 Incidentally, the above colloidal silica is a commercial product generally called a silica sol, and a silica concentration of 20 to 50% by weight obtained by stabilizing and concentrating active silicic acid usually obtained by passing sodium silicate through an ion exchange resin by heating or the like. The average particle size is about 10 to 20 nm. These ground injection materials mainly composed of colloidal silica are highly permeable injection materials and are excellent in durability.
従って、本発明は、燐酸を全く使用しないか、使用量を低減した組成であっても、ゲル化時間の調節が容易で、地盤への浸透性に優れ、耐久性や固結強度が高い地盤注入用グラウト材およびそれを用いた地盤注入工法を提供することを目的とする。 Therefore, the present invention can easily adjust the gelation time, has excellent permeability to the ground, and has high durability and consolidation strength even if the composition does not use phosphoric acid at all or reduces the amount used. An object is to provide a grout material for injection and a ground injection method using the same.
本発明者らはこのような問題を解決すべく鋭意研究を行った結果、コロイダルシリカと珪酸ソーダを主材とし、特定の酸をゲル化剤として含有する地盤注入用グラウト材がゲル化時間の調節が容易であり、地盤への浸透性に優れ且つ耐久性や固結強度が高いことを見出した。
すなわち本発明は、コロイダルシリカと珪酸ソーダを主材とし、ゲル化剤として無機酸と有機酸を含有し、かつ25℃におけるpHが2〜7である地盤注入用グラウト材である。
更に好ましくは、無機酸と25℃における酸解離定数の逆数の対数値(pKa)が1.0〜7.0の有機酸とを組み合わせたpH緩衝溶液を含み、かつpH2〜7の間で緩衝作用を有する地盤注入用グラウト材である。
前記無機酸は硫酸、燐酸または硫酸と燐酸との混合酸であることが好ましい。
前記有機酸はシュウ酸、マレイン酸、酒石酸、リンゴ酸、クエン酸および乳酸からなる群から選択されることが好ましい。
最も好ましい組み合わせは、無機酸が硫酸であり、有機酸がシュウ酸またはクエン酸である。
更に本発明は、上記の地盤注入用グラウト材を地盤に注入する地盤注入工法をも提供するものである。
As a result of diligent research to solve such problems, the inventors of the present invention have used a colloidal silica and sodium silicate as main materials, and a ground injection grout material containing a specific acid as a gelling agent has a gelation time. It was found that the adjustment was easy, the permeability to the ground was excellent, and the durability and consolidation strength were high.
That is, the present invention is a ground injection grout material containing colloidal silica and sodium silicate as main materials, an inorganic acid and an organic acid as gelling agents, and a pH of 2 to 7 at 25 ° C.
More preferably, it contains a pH buffer solution in which an inorganic acid and a logarithmic value (pKa) of the reciprocal of the acid dissociation constant at 25 ° C. are combined in the range of 1.0 to 7.0, and buffered between
The inorganic acid is preferably sulfuric acid, phosphoric acid or a mixed acid of sulfuric acid and phosphoric acid.
The organic acid is preferably selected from the group consisting of oxalic acid, maleic acid, tartaric acid, malic acid, citric acid and lactic acid.
In the most preferred combination, the inorganic acid is sulfuric acid and the organic acid is oxalic acid or citric acid.
Furthermore, the present invention also provides a ground injection method for injecting the above-mentioned ground injection grout material into the ground.
本発明によれば、ゲル化時間の調節が容易であり、地盤への浸透性に優れ且つ耐久性や固結強度が高い地盤注入用グラウト材を提供することができる。本発明の地盤注入用グラウト材を地盤に注入することにより地盤の安定性を著しく向上させることができる。 ADVANTAGE OF THE INVENTION According to this invention, adjustment of gelation time is easy, the grout material for ground injection | pouring which is excellent in the permeability to the ground, and has high durability and consolidation strength can be provided. By injecting the ground injection grout material of the present invention into the ground, the stability of the ground can be remarkably improved.
以下、本発明をその好ましい実施形態に基づき詳細に説明する。
本発明の地盤注入用グラウト材の主材であるコロイダルシリカは、特に限定されるものではなく、市販の製品を使用することができる。また、第二の主材である珪酸ソーダも特に限定されるものではなく、市販の製品を使用することができる。
Hereinafter, the present invention will be described in detail based on preferred embodiments thereof.
The colloidal silica which is the main material of the ground injection grout material of the present invention is not particularly limited, and commercially available products can be used. Moreover, the sodium silicate which is a 2nd main material is not specifically limited, either, A commercially available product can be used.
本発明の地盤注入用グラウト材は、ゲル化剤として無機酸および有機酸を含有するのである。無機酸としては、硫酸、燐酸または硫酸と燐酸との混合酸が好ましいが、それらの酸性塩を用いることもできる。塩酸や硝酸のように完全解離をする強酸はゲル化時間の調節が困難であり好ましくない。なお、無機酸として、硫酸と燐酸との混合酸を用いる場合、地盤注入用グラウト材中の燐酸濃度は0.4mol/L以下とすることが好ましい。
有機酸としては、25℃における酸解離定数の逆数の対数値(pKa)が1.0〜7.0の有機酸が好ましく、そのような有機酸としては、アスパラギン酸、アラニン、グリシンなどのアミノ酸類、蟻酸、クエン酸、酢酸、シュウ酸、酒石酸、乳酸、フタル酸、プロピオン酸、マレイン酸、酪酸、リンゴ酸などのカルボン酸などが挙げられる。中でも、シュウ酸(pKa1=1.04、pKa2=3.82)、マレイン酸(pKa1=1.84、pKa2=5.83)、酒石酸(pKa1=2.87、pKa2=3.97)、リンゴ酸(pKa1=3.23、pKa2=4.77)、クエン酸(pKa1=2.90、pKa2=4.35、pKa3=5.69)、乳酸(pKa1=3.64)がより好ましい。シュウ酸は分子量が小さいため、重量あたりの酸量が大きいので最も好ましい。本発明の地盤注入用グラウト材はコロイダルシリカおよび珪酸ソーダを主材とし、ゲル化剤として上記の無機酸および有機酸を含有し、かつ25℃におけるpHが2〜7であることが必須条件である。
The ground injection grout material of the present invention contains an inorganic acid and an organic acid as a gelling agent. As the inorganic acid, sulfuric acid, phosphoric acid or a mixed acid of sulfuric acid and phosphoric acid is preferable, but acidic salts thereof can also be used. A strong acid that completely dissociates like hydrochloric acid or nitric acid is not preferred because it is difficult to adjust the gelation time. In addition, when using the mixed acid of a sulfuric acid and phosphoric acid as an inorganic acid, it is preferable that the phosphoric acid density | concentration in the grout material for ground injection shall be 0.4 mol / L or less.
The organic acid is preferably an organic acid having a logarithmic value (pKa) of the reciprocal of the acid dissociation constant at 25 ° C. of 1.0 to 7.0, and examples of such an organic acid include amino acids such as aspartic acid, alanine, and glycine. And carboxylic acids such as formic acid, citric acid, acetic acid, oxalic acid, tartaric acid, lactic acid, phthalic acid, propionic acid, maleic acid, butyric acid and malic acid. Among them, oxalic acid (pKa1 = 1.04, pKa2 = 3.82), maleic acid (pKa1 = 1.84, pKa2 = 5.83), tartaric acid (pKa1 = 2.87, pKa2 = 3.97), apple Acid (pKa1 = 3.23, pKa2 = 4.77), citric acid (pKa1 = 2.90, pKa2 = 4.35, pKa3 = 5.69), and lactic acid (pKa1 = 3.64) are more preferable. Since oxalic acid has a low molecular weight, it is most preferable because of its large acid amount per weight. The ground injection grout material of the present invention is mainly composed of colloidal silica and sodium silicate, contains the above-mentioned inorganic acid and organic acid as a gelling agent, and has a pH of 2 to 7 at 25 ° C. is there.
更に好ましくは、本発明の地盤注入用グラウト材は、無機酸と25℃における酸解離定数の逆数の対数値(pKa)が1.0〜7.0の有機酸とを組み合わせたpH緩衝溶液を含み、かつpH2〜7の間で緩衝作用を有することが好ましい。本発明者らの知見ではゲル化時間は注入材のpHに依存するところが大きく、地盤注入用グラウト材の液組成をpH緩衝溶液とすることで、材料配合の僅かな違いによるpHの変動が小さく、地下水による注入材の濃度低下に対してもpHの変動が小さく、そのためゲル化時間の変動が僅かとなり、実質的に所定のゲル化時間を容易に実現することができる。
More preferably, the ground injection grout material of the present invention comprises a pH buffer solution in which an inorganic acid is combined with an organic acid having a logarithmic value (pKa) of the reciprocal of the acid dissociation constant at 25 ° C. of 1.0 to 7.0. And preferably has a buffering action between
本発明の地盤注入用グラウト材の主材であるコロイダルシリカは、特に限定されるものではなく、市販の製品を使用することができる。また、第二の主材である珪酸ソーダも特に限定されるものではなく、市販の製品を使用することができ、3号珪酸ソーダまたは4号珪酸ソーダが好ましい、3号珪酸ソーダは大量に生産されており安価で好ましい。 The colloidal silica which is the main material of the ground injection grout material of the present invention is not particularly limited, and commercially available products can be used. Moreover, the sodium silicate which is a 2nd main material is not specifically limited, either, a commercially available product can be used, and a 3 silicate sodium or a 4 silicate sodium is preferable, and 3 silicate sodium is produced in large quantities. It is inexpensive and preferable.
本発明に使われるコロイダルシリカは、珪酸ソーダを原料として製造される。珪酸ソーダは予めシリカ濃度3〜7重量%に希釈して、強酸性カチオン交換樹脂に接触させてナトリウムを除去して活性珪酸水溶液とする。活性珪酸水溶液はpH約2〜4であり、活性珪酸水溶液にアルカリ剤を添加してpH9〜10.5とし、60〜100℃に加熱して粒子成長(熟成)を行うか、又は、60〜100℃に加熱したアルカリ剤に活性珪酸水溶液を添加してpH9〜10.5とし、60〜100℃の温度を保持して粒子成長(熟成)を行う。5〜20nmの粒子径とした後、限外濾過で濃縮してシリカ濃度を10重量%以上とする。本発明では5〜20nmの粒子径が好ましい。 The colloidal silica used in the present invention is manufactured using sodium silicate as a raw material. Sodium silicate is diluted in advance to a silica concentration of 3 to 7% by weight and brought into contact with a strongly acidic cation exchange resin to remove sodium to obtain an active silicic acid aqueous solution. The active silicic acid aqueous solution has a pH of about 2 to 4, and an alkali agent is added to the active silicic acid aqueous solution to adjust the pH to 9 to 10.5 and heated to 60 to 100 ° C. to perform particle growth (aging), or 60 to An active silicic acid aqueous solution is added to an alkali agent heated to 100 ° C. to adjust the pH to 9 to 10.5, and particle growth (aging) is performed while maintaining a temperature of 60 to 100 ° C. After the particle diameter is 5 to 20 nm, the silica concentration is adjusted to 10% by weight or more by ultrafiltration. In the present invention, a particle size of 5 to 20 nm is preferable.
このコロイダルシリカは、少なくとも10重量%のシリカ粒子を含有することが好ましい。更には、シリカ濃度が10〜30重量%の範囲内であることが好ましい。輸送を簡素化し、輸送コストを低減するために、高シリカ濃度の製品が好ましい。 The colloidal silica preferably contains at least 10% by weight of silica particles. Furthermore, the silica concentration is preferably in the range of 10 to 30% by weight. Products with high silica concentration are preferred to simplify transportation and reduce transportation costs.
本発明の地盤注入用グラウト材は更に別の添加剤、例えば、ゲル化時間調整剤を組み合わせて使用することもできる。例えば、ゲル化時間を短くするものとしては、消石灰、塩化カルシウム、塩化マグネシウム、水酸化マグネシウム等が用いられる。あるいは、セメント(ポルトランドセメント、アルミナセメント、高炉セメント)およびスラグを併用してゲル化時間や初期のゲル強度を調整することができる。 The ground injection grout material of the present invention can be used in combination with another additive, for example, a gelling time adjusting agent. For example, slaked lime, calcium chloride, magnesium chloride, magnesium hydroxide, or the like is used to shorten the gelation time. Alternatively, the gelation time and initial gel strength can be adjusted by using cement (Portland cement, alumina cement, blast furnace cement) and slag in combination.
本発明の地盤注入用グラウト材は、コロイダルシリカと無機酸と有機酸と水とを混合溶解したA液、珪酸ソーダを水で希釈したB液を別々に作製し、注入時にA液とB液とを混合して使用する。 The grout material for ground injection of the present invention is prepared by separately preparing a liquid A in which colloidal silica, an inorganic acid, an organic acid, and water are mixed and dissolved, and a liquid B in which sodium silicate is diluted with water. Are used in combination.
その地盤注入工法の1つとしては、不安定地盤(改良地盤)に対し、薬液注入管を介して、本発明の地盤注入用グラウト材を加圧注入し、固結させて該地盤を強化または止水させ地盤を安定化する方法である。また、その地盤改良工法としては、本発明の地盤注入用グラウト材の2種以上、例えば、ゾルの粒径や反応剤が異なる地盤注入用グラウト材を用いて複相注入し、固結させて該地盤を強化または止水させ安定化する方法である。 As one of the ground injection methods, the ground injection grout material of the present invention is injected into an unstable ground (improved ground) through a chemical injection pipe, and the ground is strengthened by consolidation. It is a method of stopping the water and stabilizing the ground. In addition, as the ground improvement method, two or more kinds of ground injection grout materials of the present invention, for example, multiphase injection using ground injection grout materials having different sol particle diameters and reactants, and solidified. This is a method of strengthening or stopping the ground to stabilize the ground.
なお、本発明の地盤注入用グラウト材のゲル化時間の調整は任意であってよく、好ましくはその目的から数秒〜数十時間の範囲とすることがよい。地下水の有無、土質の種類、土砂堆積構造、注入箇所周辺の状態に応じて任意なゲルタイムとすることがよく、特に制約はない。また、1ショット方式、1.5ショット方式、2ショット方式などを使用してよい。 In addition, the adjustment of the gelation time of the grout material for ground injection of the present invention may be arbitrary, and preferably in the range of several seconds to several tens of hours for that purpose. The gel time is preferably set according to the presence or absence of groundwater, the type of soil, the sediment accumulation structure, and the state around the injection site, and there is no particular limitation. Further, a one-shot method, a 1.5-shot method, a two-shot method, or the like may be used.
以下、本発明を実施例により詳細に説明するが、本発明はこれらに限定されるものではない。 EXAMPLES Hereinafter, although an Example demonstrates this invention in detail, this invention is not limited to these.
(使用材料)
コロイダルシリカ;シリカドール30、日本化学工業株式会社製、シリカ濃度=30重量%
珪酸ソーダ;特殊珪酸ソーダ、日本化学工業株式会社製、シリカ濃度=26重量%、Na2O=7重量%、比重1.32
燐酸;75%燐酸、日本化学工業株式会社製
硫酸:75%硫酸、日本化学工業株式会社製
シュウ酸二水和物、クエン酸一水和物、マレイン酸、DL−リンゴ酸、乳酸、酒石酸:試薬
(Materials used)
Colloidal silica; silica doll 30, manufactured by Nippon Chemical Industry Co., Ltd., silica concentration = 30% by weight
Sodium silicate; special sodium silicate, manufactured by Nippon Chemical Industry Co., Ltd., silica concentration = 26 wt%, Na 2 O = 7 wt%, specific gravity 1.32
Phosphoric acid: 75% phosphoric acid, manufactured by Nippon Chemical Industry Co., Ltd. Sulfuric acid: 75% sulfuric acid, manufactured by Nippon Chemical Industry Co., Ltd. Oxalic acid dihydrate, citric acid monohydrate, maleic acid, DL-malic acid, lactic acid, tartaric acid: reagent
<実施例1>
B液の材料配合を表1に、A液はシュウ酸濃度を0.1mol/Lとし、硫酸の配合量を変えた材料配合とし、A液の材料配合を表2に記載した。二液の混合は、攪拌下にA液にB液を手早く加えた。混合液(注入材)のpHとゲル化時間を測定し、結果を表3、図1および図2に記載した。pH測定にはガラス電極式pH計を使用した。
<Example 1>
The composition of the liquid B is shown in Table 1, the composition of the liquid A is 0.1 mol / L, the composition of the sulfuric acid is changed, and the composition of the liquid A is shown in Table 2. In mixing the two liquids, the B liquid was quickly added to the A liquid with stirring. The pH of the liquid mixture (injection material) and the gelation time were measured, and the results are shown in Table 3, FIG. 1 and FIG. A glass electrode type pH meter was used for pH measurement.
<実施例2>
B液には実施例1と同じ材料を使用し、A液はシュウ酸濃度を0.05mol/Lとし、硫酸の配合量を変えた材料配合とし、A液の材料配合を表4に記載した。混合液(注入材)のpHとゲル化時間を測定し、結果を表5、図1および図2に記載した。
<Example 2>
The same material as Example 1 was used for B liquid, A liquid was made into the material mixing | blending which made the oxalic acid density | concentration 0.05 mol / L and the compounding quantity of the sulfuric acid was changed, and the material mixing | blending of A liquid was described in Table 4 . The pH and gelation time of the mixed solution (injected material) were measured, and the results are shown in Table 5, FIG. 1 and FIG.
<比較例1>
B液には実施例1と同じ材料を使用し、A液はシュウ酸を使用せず、硫酸だけの配合量を変えた材料配合とし、A液の材料配合を表6に記載した。混合液(注入材)のpHとゲル化時間を測定し、結果を表7、図1および図2に記載した。
図1に明瞭に示されているように、硫酸のみ(シュウ酸無添加)ではpH3〜4の領域で硫酸配合量に対するpHの変化が急峻でpH制御が非常に難しく、ゲル化時間の制御も困難であることが推定できる。シュウ酸濃度の増加に伴って曲線の傾きが緩やかに変化しており、シュウ酸濃度0.05mol/L以上ではpH3〜4の範囲でおおむね直線的な変化となっており、pH制御が比較的容易となり、ゲル化時間の制御も容易となることが推定できる。
<Comparative Example 1>
The same material as Example 1 was used for B liquid, oxalic acid was not used for A liquid, and it was set as the material mixing | blending which changed the compounding quantity only of a sulfuric acid, and the material mixing | blending of A liquid was described in Table 6. The pH of the liquid mixture (injection material) and the gelation time were measured, and the results are shown in Table 7, FIG. 1 and FIG.
As clearly shown in FIG. 1, with sulfuric acid alone (no oxalic acid added), the pH change with respect to the amount of sulfuric acid is steep in the pH range of 3 to 4, and the pH control is very difficult, and the gelation time can also be controlled. It can be estimated that it is difficult. As the oxalic acid concentration increases, the slope of the curve changes gently. When the oxalic acid concentration is 0.05 mol / L or more, the change is almost linear in the pH range of 3 to 4, and the pH control is relatively low. It can be estimated that the gelation time can be easily controlled.
<実施例3>
各種有機酸と燐酸と硫酸を使用した注入材の例を示す。B液には実施例1と同じ材料を使用し、A液は有機酸と燐酸の配合量を一定とし、硫酸の配合量を変えた材料配合とし、A液の材料配合を表8−1〜3に記載した。混合液(注入材)のpHとゲル化時間を測定し、結果を表9−1〜3および図3および図4に記載した。
<Example 3>
Examples of injection materials using various organic acids, phosphoric acid and sulfuric acid will be shown. The same material as Example 1 is used for B liquid, A liquid is made into the material mixing | blending which made the compounding quantity of organic acid and phosphoric acid constant, and changed the compounding quantity of sulfuric acid. 3. The pH and gelation time of the mixed solution (injected material) were measured, and the results are shown in Tables 9-1 to 3 and FIGS. 3 and 4.
<比較例2>
有機酸を使用せず、燐酸と硫酸のみを使用した注入材の例を示す。B液には実施例1と同じ材料を使用し、A液は燐酸の配合量を一定とし、硫酸の配合量を変えた材料配合とし、A液の材料配合を表10−1〜2に記載した。混合液(注入材)のpHとゲル化時間を測定し、結果を表11−1〜2、図3および図4に記載した。図中pH3〜4の領域において、有機酸を添加した試料では硫酸濃度(硫酸添加量)に対してpHが直線的な変化となっている。また、その変化の大きさは有機酸を使用しないものと比べて強く抑制されている。
<Comparative example 2>
An example of an injection material using only phosphoric acid and sulfuric acid without using an organic acid is shown. The same material as Example 1 is used for B liquid, A liquid is made into the material mixing | blending which made the compounding quantity of phosphoric acid constant, and changed the compounding quantity of sulfuric acid, and the material mixing | blending of A liquid is described in Table 10-1-2 did. The pH and gelation time of the mixed solution (injected material) were measured, and the results are shown in Tables 11-1 and 11 and FIGS. In the region of
<実施例4>
有機酸と燐酸を使用した注入材の例を示す。B液の配合表を表12に示す。A液は表13に記載の配合をベースとし、各種有機酸を添加量を変えて配合し、最後に水を加えて300mlとした。混合液(注入材)のpHとゲル化時間を測定しA液の材料配合を表14−1〜7に記載した。有機酸のほかA液にさらに燐酸を追加添加した配合も実施した。AB混合液(注入材)のpHとゲル化時間を測定し、その結果を図5および図6に記載した。図中pH3〜4の領域において、有機酸を添加した試料では燐酸添加よりもpH変化が穏やかであり直線的な変化となっている。その中でも、シュウ酸(pKa1=1.04、pKa2=3.82)はpKaが小さいので勾配が少しきつくなっている。
<Example 4>
The example of the injection material which uses organic acid and phosphoric acid is shown. Table 12 shows the formulation table for the B liquid. Liquid A was based on the formulation shown in Table 13, mixed with various organic acids in different amounts, and finally added water to 300 ml. The pH of the liquid mixture (injection material) and the gelation time were measured, and the material composition of the liquid A was shown in Tables 14-1 to 14-7. In addition to the organic acid, the addition of phosphoric acid to the liquid A was also carried out. The pH and gelation time of the AB mixed solution (injection material) were measured, and the results are shown in FIGS. In the region of
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JP2016153499A (en) * | 2016-03-28 | 2016-08-25 | 富士化学株式会社 | Method for manufacturing solidifying material for grouting |
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JP2013189539A (en) * | 2012-03-13 | 2013-09-26 | Fuji Kagaku Kk | Solidifying material for ground grouting and method for manufacturing the same |
JP2014062209A (en) * | 2012-09-24 | 2014-04-10 | Fuji Kagaku Kk | Solidification material for soil injection suppressed elution of sulfate ion to soil and soil injection method using the same |
KR101619954B1 (en) * | 2015-09-23 | 2016-05-11 | 김선우 | Manufacturing Method of Environment-friendly Grout Using Food Additive |
JP2016153499A (en) * | 2016-03-28 | 2016-08-25 | 富士化学株式会社 | Method for manufacturing solidifying material for grouting |
JP2018193550A (en) * | 2017-05-16 | 2018-12-06 | 強化土エンジニヤリング株式会社 | Durable silica grout and ground improvement method using durable silica grout |
JP2020105289A (en) * | 2018-12-26 | 2020-07-09 | 大成建設株式会社 | Manufacturing system of soil improvement material and manufacturing method of soil improvement material |
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JP4912486B2 (en) | 2012-04-11 |
TW201200581A (en) | 2012-01-01 |
TWI427139B (en) | 2014-02-21 |
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