JP4794881B2 - Filler and filling method - Google Patents
Filler and filling method Download PDFInfo
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- JP4794881B2 JP4794881B2 JP2005087615A JP2005087615A JP4794881B2 JP 4794881 B2 JP4794881 B2 JP 4794881B2 JP 2005087615 A JP2005087615 A JP 2005087615A JP 2005087615 A JP2005087615 A JP 2005087615A JP 4794881 B2 JP4794881 B2 JP 4794881B2
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- polyvinyl alcohol
- filler
- solid content
- aqueous solution
- crosslinking agent
- Prior art date
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- 239000000945 filler Substances 0.000 title claims description 31
- 238000000034 method Methods 0.000 title claims description 15
- 239000004372 Polyvinyl alcohol Substances 0.000 claims description 33
- 239000003431 cross linking reagent Substances 0.000 claims description 33
- 229920002451 polyvinyl alcohol Polymers 0.000 claims description 33
- 239000007864 aqueous solution Substances 0.000 claims description 20
- -1 methylol group Chemical group 0.000 claims description 17
- 239000007787 solid Substances 0.000 claims description 17
- 239000000463 material Substances 0.000 claims description 14
- 150000001875 compounds Chemical class 0.000 claims description 13
- 239000004088 foaming agent Substances 0.000 claims description 13
- 239000002689 soil Substances 0.000 claims description 13
- 239000003054 catalyst Substances 0.000 claims description 9
- 239000006260 foam Substances 0.000 claims description 9
- 238000006116 polymerization reaction Methods 0.000 claims description 9
- 238000007127 saponification reaction Methods 0.000 claims description 9
- 125000003277 amino group Chemical group 0.000 claims description 8
- 150000001299 aldehydes Chemical class 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 35
- QTBSBXVTEAMEQO-UHFFFAOYSA-N Acetic acid Chemical compound CC(O)=O QTBSBXVTEAMEQO-UHFFFAOYSA-N 0.000 description 18
- 239000000047 product Substances 0.000 description 11
- 239000000126 substance Substances 0.000 description 10
- 239000003517 fume Substances 0.000 description 7
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 6
- USDJGQLNFPZEON-UHFFFAOYSA-N [[4,6-bis(hydroxymethylamino)-1,3,5-triazin-2-yl]amino]methanol Chemical compound OCNC1=NC(NCO)=NC(NCO)=N1 USDJGQLNFPZEON-UHFFFAOYSA-N 0.000 description 6
- 235000011054 acetic acid Nutrition 0.000 description 6
- 239000000243 solution Substances 0.000 description 5
- 239000013065 commercial product Substances 0.000 description 4
- 239000003673 groundwater Substances 0.000 description 4
- 239000004576 sand Substances 0.000 description 4
- MUBZPKHOEPUJKR-UHFFFAOYSA-N Oxalic acid Chemical compound OC(=O)C(O)=O MUBZPKHOEPUJKR-UHFFFAOYSA-N 0.000 description 3
- 125000003178 carboxy group Chemical group [H]OC(*)=O 0.000 description 3
- KRKNYBCHXYNGOX-UHFFFAOYSA-N citric acid Chemical compound OC(=O)CC(O)(C(O)=O)CC(O)=O KRKNYBCHXYNGOX-UHFFFAOYSA-N 0.000 description 3
- 125000002887 hydroxy group Chemical group [H]O* 0.000 description 3
- IQPQWNKOIGAROB-UHFFFAOYSA-N isocyanate group Chemical group [N-]=C=O IQPQWNKOIGAROB-UHFFFAOYSA-N 0.000 description 3
- 230000035699 permeability Effects 0.000 description 3
- ZTQSAGDEMFDKMZ-UHFFFAOYSA-N Butyraldehyde Chemical compound CCCC=O ZTQSAGDEMFDKMZ-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
- VEXZGXHMUGYJMC-UHFFFAOYSA-N Hydrochloric acid Chemical compound Cl VEXZGXHMUGYJMC-UHFFFAOYSA-N 0.000 description 2
- 229920002873 Polyethylenimine Polymers 0.000 description 2
- QAOWNCQODCNURD-UHFFFAOYSA-N Sulfuric acid Chemical compound OS(O)(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-N 0.000 description 2
- XSQUKJJJFZCRTK-UHFFFAOYSA-N Urea Chemical compound NC(N)=O XSQUKJJJFZCRTK-UHFFFAOYSA-N 0.000 description 2
- HUMNYLRZRPPJDN-UHFFFAOYSA-N benzaldehyde Chemical compound O=CC1=CC=CC=C1 HUMNYLRZRPPJDN-UHFFFAOYSA-N 0.000 description 2
- 150000003935 benzaldehydes Chemical class 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 2
- 239000003153 chemical reaction reagent Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 238000011156 evaluation Methods 0.000 description 2
- 238000005187 foaming Methods 0.000 description 2
- LEQAOMBKQFMDFZ-UHFFFAOYSA-N glyoxal Chemical compound O=CC=O LEQAOMBKQFMDFZ-UHFFFAOYSA-N 0.000 description 2
- JARKCYVAAOWBJS-UHFFFAOYSA-N hexanal Chemical compound CCCCCC=O JARKCYVAAOWBJS-UHFFFAOYSA-N 0.000 description 2
- 230000001771 impaired effect Effects 0.000 description 2
- JVTAAEKCZFNVCJ-UHFFFAOYSA-N lactic acid Chemical compound CC(O)C(O)=O JVTAAEKCZFNVCJ-UHFFFAOYSA-N 0.000 description 2
- BDAGIHXWWSANSR-UHFFFAOYSA-N methanoic acid Natural products OC=O BDAGIHXWWSANSR-UHFFFAOYSA-N 0.000 description 2
- 239000011368 organic material Substances 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 239000004094 surface-active agent Substances 0.000 description 2
- SMZOUWXMTYCWNB-UHFFFAOYSA-N 2-(2-methoxy-5-methylphenyl)ethanamine Chemical compound COC1=CC=C(C)C=C1CCN SMZOUWXMTYCWNB-UHFFFAOYSA-N 0.000 description 1
- NIXOWILDQLNWCW-UHFFFAOYSA-N 2-Propenoic acid Natural products OC(=O)C=C NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 1
- LGYNIFWIKSEESD-UHFFFAOYSA-N 2-ethylhexanal Chemical compound CCCCC(CC)C=O LGYNIFWIKSEESD-UHFFFAOYSA-N 0.000 description 1
- 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
- HRPVXLWXLXDGHG-UHFFFAOYSA-N Acrylamide Chemical compound NC(=O)C=C HRPVXLWXLXDGHG-UHFFFAOYSA-N 0.000 description 1
- 229920002972 Acrylic fiber Polymers 0.000 description 1
- 229920000049 Carbon (fiber) Polymers 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
- 235000019738 Limestone Nutrition 0.000 description 1
- 241000282320 Panthera leo Species 0.000 description 1
- 239000004952 Polyamide Chemical group 0.000 description 1
- OFOBLEOULBTSOW-UHFFFAOYSA-N Propanedioic acid Natural products OC(=O)CC(O)=O OFOBLEOULBTSOW-UHFFFAOYSA-N 0.000 description 1
- NBBJYMSMWIIQGU-UHFFFAOYSA-N Propionic aldehyde Chemical compound CCC=O NBBJYMSMWIIQGU-UHFFFAOYSA-N 0.000 description 1
- 229920002978 Vinylon Polymers 0.000 description 1
- 229910021536 Zeolite Inorganic materials 0.000 description 1
- YGCOKJWKWLYHTG-UHFFFAOYSA-N [[4,6-bis[bis(hydroxymethyl)amino]-1,3,5-triazin-2-yl]-(hydroxymethyl)amino]methanol Chemical compound OCN(CO)C1=NC(N(CO)CO)=NC(N(CO)CO)=N1 YGCOKJWKWLYHTG-UHFFFAOYSA-N 0.000 description 1
- 230000002378 acidificating effect Effects 0.000 description 1
- 150000004703 alkoxides Chemical class 0.000 description 1
- 150000005215 alkyl ethers Chemical class 0.000 description 1
- 150000001412 amines Chemical class 0.000 description 1
- 239000002518 antifoaming agent Substances 0.000 description 1
- 150000003934 aromatic aldehydes Chemical class 0.000 description 1
- 239000011324 bead Substances 0.000 description 1
- 239000000440 bentonite Substances 0.000 description 1
- 229910000278 bentonite Inorganic materials 0.000 description 1
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 description 1
- KGBXLFKZBHKPEV-UHFFFAOYSA-N boric acid Chemical compound OB(O)O KGBXLFKZBHKPEV-UHFFFAOYSA-N 0.000 description 1
- 239000004327 boric acid Substances 0.000 description 1
- 150000001639 boron compounds Chemical class 0.000 description 1
- 239000004202 carbamide Substances 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 235000015165 citric acid Nutrition 0.000 description 1
- 239000002734 clay mineral Substances 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- LDHQCZJRKDOVOX-NSCUHMNNSA-N crotonic acid Chemical compound C\C=C\C(O)=O LDHQCZJRKDOVOX-NSCUHMNNSA-N 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 235000014113 dietary fatty acids Nutrition 0.000 description 1
- WVJOGYWFVNTSAU-UHFFFAOYSA-N dimethylol ethylene urea Chemical compound OCN1CCN(CO)C1=O WVJOGYWFVNTSAU-UHFFFAOYSA-N 0.000 description 1
- HNPSIPDUKPIQMN-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Al]O[Al]=O HNPSIPDUKPIQMN-UHFFFAOYSA-N 0.000 description 1
- VTIIJXUACCWYHX-UHFFFAOYSA-L disodium;carboxylatooxy carbonate Chemical compound [Na+].[Na+].[O-]C(=O)OOC([O-])=O VTIIJXUACCWYHX-UHFFFAOYSA-L 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000010828 elution Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 150000002169 ethanolamines Chemical class 0.000 description 1
- 239000003925 fat Substances 0.000 description 1
- 239000000194 fatty acid Substances 0.000 description 1
- 229930195729 fatty acid Natural products 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 235000019253 formic acid Nutrition 0.000 description 1
- 239000000174 gluconic acid Substances 0.000 description 1
- 235000012208 gluconic acid Nutrition 0.000 description 1
- 229940015043 glyoxal Drugs 0.000 description 1
- 235000011167 hydrochloric acid Nutrition 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 239000011256 inorganic filler Substances 0.000 description 1
- 229910010272 inorganic material Inorganic materials 0.000 description 1
- 239000011147 inorganic material Substances 0.000 description 1
- 239000003456 ion exchange resin Substances 0.000 description 1
- 229920003303 ion-exchange polymer Polymers 0.000 description 1
- 150000002500 ions Chemical class 0.000 description 1
- 239000004310 lactic acid Substances 0.000 description 1
- 235000014655 lactic acid Nutrition 0.000 description 1
- 239000006028 limestone Substances 0.000 description 1
- VZCYOOQTPOCHFL-UPHRSURJSA-N maleic acid Chemical compound OC(=O)\C=C/C(O)=O VZCYOOQTPOCHFL-UPHRSURJSA-N 0.000 description 1
- 239000011976 maleic acid Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- WSFSSNUMVMOOMR-NJFSPNSNSA-N methanone Chemical compound O=[14CH2] WSFSSNUMVMOOMR-NJFSPNSNSA-N 0.000 description 1
- 150000007522 mineralic acids Chemical class 0.000 description 1
- 150000007524 organic acids Chemical class 0.000 description 1
- 239000012766 organic filler Substances 0.000 description 1
- 235000006408 oxalic acid Nutrition 0.000 description 1
- QUBQYFYWUJJAAK-UHFFFAOYSA-N oxymethurea Chemical compound OCNC(=O)NCO QUBQYFYWUJJAAK-UHFFFAOYSA-N 0.000 description 1
- 229950005308 oxymethurea Drugs 0.000 description 1
- QNGNSVIICDLXHT-UHFFFAOYSA-N para-ethylbenzaldehyde Natural products CCC1=CC=C(C=O)C=C1 QNGNSVIICDLXHT-UHFFFAOYSA-N 0.000 description 1
- HGBOYTHUEUWSSQ-UHFFFAOYSA-N pentanal Chemical compound CCCCC=O HGBOYTHUEUWSSQ-UHFFFAOYSA-N 0.000 description 1
- 150000002978 peroxides Chemical class 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 229920002647 polyamide Chemical group 0.000 description 1
- 229920000768 polyamine Polymers 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 239000002861 polymer material Substances 0.000 description 1
- 235000019353 potassium silicate Nutrition 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 229960001922 sodium perborate Drugs 0.000 description 1
- 229940045872 sodium percarbonate Drugs 0.000 description 1
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 description 1
- YKLJGMBLPUQQOI-UHFFFAOYSA-M sodium;oxidooxy(oxo)borane Chemical compound [Na+].[O-]OB=O YKLJGMBLPUQQOI-UHFFFAOYSA-M 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 150000003467 sulfuric acid derivatives Chemical class 0.000 description 1
- 239000008399 tap water Substances 0.000 description 1
- 235000020679 tap water Nutrition 0.000 description 1
- KUCOHFSKRZZVRO-UHFFFAOYSA-N terephthalaldehyde Chemical compound O=CC1=CC=C(C=O)C=C1 KUCOHFSKRZZVRO-UHFFFAOYSA-N 0.000 description 1
- VZCYOOQTPOCHFL-UHFFFAOYSA-N trans-butenedioic acid Natural products OC(=O)C=CC(O)=O VZCYOOQTPOCHFL-UHFFFAOYSA-N 0.000 description 1
- LDHQCZJRKDOVOX-UHFFFAOYSA-N trans-crotonic acid Natural products CC=CC(O)=O LDHQCZJRKDOVOX-UHFFFAOYSA-N 0.000 description 1
- 239000010457 zeolite Substances 0.000 description 1
Landscapes
- Lining And Supports For Tunnels (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
Description
本発明は、トンネルや下水道管の周囲に生じた空洞を充填し、地震や地山の圧力によって構造物が破壊されるのを防止するための充填材および充填工法に関するものである。 The present invention relates to a filling material and a filling method for filling a cavity generated around a tunnel or a sewer pipe and preventing a structure from being destroyed by an earthquake or a natural pressure.
トンネルや下水管などの地下構造物の周囲には、地下水の移動によって空洞が生じる。空洞は地震や地山の圧力による応力集中の要因となり、構造物が破壊されやすくなるため、対策としてトンネルや下水管などの周囲の空洞に裏込材を注入することが有効である。
従来、セメント系材料や水ガラス系材料が主に使用されており、コンクリートポンプなどでトンネルや下水管背面に充填されている(特許文献1参照)。また、地下水の移動によって充填した材料が施工中に流されるのを防止するため、急結性を付与した材料の開発が進められている(特許文献2参照)。
一方、高分子系材料を地盤注入することも検討されている(特許文献3、4参照)。
Conventionally, cement-based materials and water glass-based materials have been mainly used, and the back surfaces of tunnels and sewer pipes are filled with concrete pumps or the like (see Patent Document 1). Moreover, in order to prevent the material filled by the movement of groundwater from being washed away during the construction, development of a material imparted with quick setting has been promoted (see Patent Document 2).
On the other hand, it has been studied to inject a polymer material into the ground (see Patent Documents 3 and 4).
しかしながら、地下構造物周囲の空洞を従来の材料で充填すると、地下水により空隙や水分の溶出が生じるなどの課題を有していた。そこで、これら課題を解決し、構造物の耐久性を向上させる特定の充填材および充填工法を提供する。 However, when the cavities around the underground structure are filled with conventional materials, there are problems such as generation of voids and moisture by the groundwater. Therefore, a specific filler and a filling method for solving these problems and improving the durability of the structure are provided.
すなわち、本発明は、(1)ポリビニルアルコール、架橋剤、触媒、および起泡剤または起泡剤を添加した水溶液と空気から作った気泡物を含有してなり、ポリビニルアルコールの平均重合度が500〜3000、鹸化度が80mol%以上、固形分濃度が5〜25質量%の水溶液であり、架橋剤がアルデヒド類とメチロール基および/またはアミノ基を有する化合物とからなる群の中から選ばれた少なくとも1種であり、ポリビニルアルコールと架橋剤の固形分の質量比が1:0.25〜5であり、硬化後の密度が0.3〜1g/cm 3 である充填材、(2)(1)の充填材を地下構造物の周囲に生じた空洞に充填する構造物の充填工法、(3)(1)の充填材を地下構造物の周囲の土壌に注入する充填工法である。 The present invention provides: (1) polyvinyl alcohol, cross-linking agents, catalysts, and foaming agent, or foam product made from the added aqueous solution and air foaming agent Ri name contains an average polymerization degree of the polyvinyl alcohol 500 to 3000, an aqueous solution having a saponification degree of 80 mol% or more and a solid content concentration of 5 to 25% by mass, and the crosslinking agent is selected from the group consisting of aldehydes and compounds having a methylol group and / or an amino group and at least one, the weight ratio of the solid content of the polyvinyl alcohol and the crosslinking agent is 1: 0.25 to 5, filler density after curing is 0.3 to 1 g / cm 3, (2) (1) It is a filling method for a structure that fills a cavity formed around the underground structure, and a filling method that injects the fillers of ( 3 ) and (1 ) into the soil around the underground structure.
本発明によれば、充填材をトンネルおよび下水管などの地下構造物の周囲の空洞や土壌中に充填し適度な遮水性を確保できるため、構造物の耐久性を向上させることができる。 According to the present invention, the filler can be filled into a cavity or soil around an underground structure such as a tunnel and a sewer pipe, and an appropriate water shielding property can be secured, so that the durability of the structure can be improved.
本発明で使用するポリビニルアルコールは、特に限定されるものではなく、水溶性を示すものであればよい。特に平均重合度が500〜3000、鹸化度が80mol%以上のものが、硬化前の流動性、硬化後の強度や弾性、遮水性の観点から好ましい。また、本発明の効果を阻害しない範囲で、アクリル酸、クロトン酸、マレイン酸、アクリルアミドなどをポリビニルアルコールに付加した変性あるいは共重合したタイプのものでも良い。
本発明で使用されるポリビニルアルコールは、水溶液として使用しその固形分濃度は施工箇所の形状などによって適宜決定されるものであり、特に限定されるものではないが、通常、5〜25質量%程度とすることが好ましい。5質量%未満では硬化後の強度、弾性、耐水性が不足する場合があり、25質量%を超えると水溶液の粘性が高く充填に影響する場合がある。
The polyvinyl alcohol used in the present invention is not particularly limited as long as it exhibits water solubility. In particular, those having an average degree of polymerization of 500 to 3000 and a degree of saponification of 80 mol% or more are preferred from the viewpoints of fluidity before curing, strength and elasticity after curing, and water shielding properties. Further, a modified or copolymerized type in which acrylic acid, crotonic acid, maleic acid, acrylamide or the like is added to polyvinyl alcohol may be used as long as the effects of the present invention are not impaired.
The polyvinyl alcohol used in the present invention is used as an aqueous solution and its solid content concentration is appropriately determined depending on the shape of the construction site and the like, and is not particularly limited, but is usually about 5 to 25% by mass. It is preferable that If it is less than 5% by mass, the strength, elasticity and water resistance after curing may be insufficient, and if it exceeds 25% by mass, the viscosity of the aqueous solution may be high and affect the filling.
本発明で使用する架橋剤は、水酸基(-OH)またはカルボキシル基(-COOH)と反応する物質であれば特に限定されるものではなく、通常、ポリビニルアルコールの架橋剤として使用されているものを使うことができる。
水酸基またはカルボキシル基と反応する物質としては、グリオキザール、ホルムアルデヒド、プロピルアルデヒド、n−ブチルアルデヒド、tert−ブチルアルデヒド、アミルアルデヒド、ヘキシルアルデヒド、2−エチルヘキシルアルデヒドなどの脂肪族アルデヒド類、シクロヘキシルアルデヒドなどの脂環族アルデヒド類、ベンズアルデヒド、アルキル置換ベンズアルデヒド、ハロゲン置換ベンズアルデヒド、フェニル置換アルキルアルデヒドなどの芳香族アルデヒド類、トリメチロールメラミン、ヘキサメチロールメラミン、ジメチロール尿素、ジメチロールエチレン尿素などのメチロール基を有する化合物、ポリアクリルアミン、ポリアミドポリアミン、尿素、ポリエチレンイミンなどのアミノ基を有する化合物、エポキシ樹脂系化合物、ホウ酸などのホウ素系化合物、Ti、Zr、Alなどが有機物質と結合した金属アルコキシド類、イソシアネート基を有する化合物などが挙げられる。中でも、充填作業時間の確保や硬化後の強度、弾性、耐水性、材料の安全性の観点から、アルデヒド類とメチロール基および/またはアミノ基を有する化合物、あるいはイソシアネート基を有する化合物の中から選ばれたものを使用することが好ましく、前記物質の2種以上を併用することによってさらに良好な架橋体を合成することが可能である。
架橋剤の添加率は、ポリビニルアルコールの固形分と架橋剤の固形分の質量比によって決定され、質量比が1:0.25〜5の範囲で添加することが好ましい。水酸基と反応基の質量比が0.25よりも小さいと硬化体の強度が低く、5を超えても弾力性が向上しない。
The cross-linking agent used in the present invention is not particularly limited as long as it is a substance that reacts with a hydroxyl group (—OH) or a carboxyl group (—COOH). Usually, a cross-linking agent used as a cross-linking agent for polyvinyl alcohol is used. Can be used.
Examples of the substance that reacts with a hydroxyl group or a carboxyl group include glyoxal, formaldehyde, propyl aldehyde, n-butyraldehyde, tert-butyraldehyde, amyl aldehyde, hexyl aldehyde, aliphatic aldehydes such as 2-ethylhexyl aldehyde, and fats such as cyclohexyl aldehyde. Aromatic aldehydes such as cyclic aldehydes, benzaldehyde, alkyl-substituted benzaldehydes, halogen-substituted benzaldehydes, phenyl-substituted alkyl aldehydes, compounds having a methylol group such as trimethylol melamine, hexamethylol melamine, dimethylol urea, dimethylol ethylene urea, poly Compounds having amino groups such as acrylic amine, polyamide polyamine, urea, polyethyleneimine, epoxy resin system Compound, boron compound such as boric acid, Ti, Zr, metal alkoxides such as is bonded to organic material Al, include compounds having an isocyanate group. Above all, from the viewpoints of securing filling work time, strength after curing, elasticity, water resistance, and material safety, it is selected from compounds having aldehydes and methylol groups and / or amino groups, or compounds having isocyanate groups. It is preferable to use those prepared, and it is possible to synthesize better crosslinked products by using two or more of the above substances in combination.
The addition rate of the crosslinking agent is determined by the mass ratio of the solid content of polyvinyl alcohol and the solid content of the crosslinking agent, and the mass ratio is preferably added in the range of 1: 0.25 to 5. If the mass ratio of the hydroxyl group to the reactive group is less than 0.25, the strength of the cured product is low, and even if it exceeds 5, the elasticity is not improved.
本発明で使用する触媒は、ポリビニルアルコールと前記架橋剤の反応を促進するものであれば良く、酸性物質や塩基性物質を用いるのが一般的であり、反応の種類によって変化させることが好ましい。例えば、アルデヒド類や、メチロール基および/またはアミノ基、あるいはイソシアネート基を有する化合物を架橋剤として用いる場合、硫酸や塩酸などの無機酸、クエン酸、酢酸、グルコン酸、シュウ酸、ギ酸、乳酸などの有機酸を用いることが好ましい。 The catalyst used in the present invention is not particularly limited as long as it promotes the reaction between polyvinyl alcohol and the crosslinking agent, and it is common to use an acidic substance or a basic substance, and it is preferable to change the type depending on the type of reaction. For example, when an aldehyde, a compound having a methylol group and / or amino group, or an isocyanate group is used as a crosslinking agent, an inorganic acid such as sulfuric acid or hydrochloric acid, citric acid, acetic acid, gluconic acid, oxalic acid, formic acid, lactic acid, etc. It is preferable to use the organic acid.
本発明で使用する起泡剤は、充填材を軽量にしたり、遮水性や透水性を調整したり、単位空間を効率的に充填する目的に使用するものである。アルキルエーテルや脂肪酸のカルボン酸塩や硫酸塩などの界面活性剤、アルカノールアミンやエタノールアミンなどのアミン類、過ホウ酸ナトリウムや過炭酸ナトリウムなどの過酸化物質などを使用することが可能である。具体的な製品の例としては、花王社製「エマールD-3-D」、セルフォーム技術研究所社製「セルフォームL」、ライオン社製「リポラン2800L」、電気化学工業社製「デンカSR-F」などが挙げられる。 The foaming agent used in the present invention is used for the purpose of reducing the weight of the filler, adjusting the water shielding and water permeability, and efficiently filling the unit space. Surfactants such as alkyl ethers and fatty acid carboxylates and sulfates, amines such as alkanolamines and ethanolamines, peroxides such as sodium perborate and sodium percarbonate can be used. Specific examples of products include “Emar D-3-D” manufactured by Kao Corporation, “Cellfoam L” manufactured by Cellfoam Technology Laboratory Co., Ltd., “Liporan 2800L” manufactured by Lion Corporation, “Denka SR” manufactured by Denki Kagaku Kogyo Co., Ltd. -F ".
本発明の充填材における気泡の導入方法は、特に限定されるものではないが、充填材中に均一に気泡を導入する観点から気泡物を先に調製し、ポリビニルアルコール水溶液、架橋剤、および触媒からなるゲル形成物質に混合する方法が好ましい。気泡物は、特に限定されるものではないが、例えば、起泡剤を添加した水溶液と空気から作ることができる。起泡装置の一例としては、1〜2mmの大きさのビーズを入れた筒状容器に圧縮空気を送るものが挙げられる。前記筒状容器内にプランジャ−形式ポンプで起泡剤含有水溶液を定量フィードすると気泡物が得られる装置である。気泡物とポリビニルアルコール水溶液、架橋剤、触媒の混合方法は、特に限定されるものではなく、種々のミキサーを利用することが可能である。また、起泡剤をポリビニルアルコール水溶液、架橋剤、および触媒からなるゲル形成物質に添加し、混合時に気泡を発生させても良い。
起泡剤の添加率は、ポリビニルアルコール水溶液の濃度や架橋剤および触媒の種類によって異なるため特に限定することはできないが、界面活性剤成分の場合、水溶液に対して0.01〜2質量%程度添加することが好ましい。0.01質量%未満では所定の気泡を導入することができない場合があり、2質量%を超えると気泡の量が多すぎてポリビニルアルコール水溶液の流動性が低下したり、硬化後の強度、弾性、耐水性が低下する場合がある。また、消泡剤を併用して気泡量をコントロールすることも可能である。
The method for introducing bubbles in the filler of the present invention is not particularly limited. From the viewpoint of introducing bubbles uniformly into the filler, the foam is first prepared, and the aqueous polyvinyl alcohol solution, the crosslinking agent, and the catalyst are prepared. A method of mixing with a gel-forming substance comprising: Although a foam is not specifically limited, For example, it can make from the aqueous solution and air which added the foaming agent. An example of the foaming device is one that sends compressed air to a cylindrical container containing beads having a size of 1 to 2 mm. When the foam-containing aqueous solution is quantitatively fed into the cylindrical container with a plunger-type pump, bubbles are obtained. A mixing method of the foam and the aqueous polyvinyl alcohol solution, the crosslinking agent, and the catalyst is not particularly limited, and various mixers can be used. Further, a foaming agent may be added to a gel-forming substance composed of an aqueous polyvinyl alcohol solution, a crosslinking agent, and a catalyst to generate bubbles during mixing.
The addition rate of the foaming agent varies depending on the concentration of the aqueous polyvinyl alcohol solution and the type of the crosslinking agent and the catalyst, and thus cannot be specifically limited. However, in the case of a surfactant component, about 0.01 to 2% by mass is added to the aqueous solution. It is preferable. If the amount is less than 0.01% by mass, predetermined bubbles may not be introduced.If the amount exceeds 2% by mass, the amount of bubbles is too much and the flowability of the polyvinyl alcohol aqueous solution decreases, or the strength, elasticity, and water resistance after curing. May decrease. It is also possible to control the amount of bubbles by using an antifoaming agent in combination.
硬化後の充填材密度は、0.3〜1g/cm3であることが好ましい。0.3g/cm3未満では硬化体の強度、弾性、耐水性が不足する場合があり、1g/cm3を超えると遮水性が高すぎて周辺環境との調和が取れず充填箇所周辺で空洞が発生したり、充填材自体の重量が影響する場合がある。 The filler density after curing is preferably 0.3 to 1 g / cm 3 . If it is less than 0.3 g / cm 3 , the strength, elasticity, and water resistance of the cured product may be insufficient, and if it exceeds 1 g / cm 3 , the water shielding property is too high to be in harmony with the surrounding environment and voids around the filling area. May occur or the weight of the filler itself may affect.
本発明の充填材を土壌に注入する場合、注入した土壌の相対透水係数は、20〜100%程度が好ましい。相対透水係数とは、土壌のみの透水係数を100とした時の注入した土壌の透水係数の比である。透水係数の測定はJIS A 1218に準拠する。相対透水係数が20%未満では遮水性が高いために注入後の土壌界面と土壌との間で再び空洞が生じる場合があり、100%を超えると注入した土壌の強度、弾性、耐水性が低下する場合がある。 When the filler of the present invention is injected into the soil, the relative permeability coefficient of the injected soil is preferably about 20 to 100%. The relative hydraulic conductivity is the ratio of the hydraulic conductivity of the injected soil when the hydraulic conductivity of the soil alone is taken as 100. The measurement of the hydraulic conductivity is based on JIS A 1218. If the relative hydraulic conductivity is less than 20%, the water impermeability is high, so that a cavity may be formed again between the soil interface after the injection and the soil, and if it exceeds 100%, the strength, elasticity and water resistance of the injected soil will be reduced There is a case.
本発明の充填材には、硬化体の強度や弾性率、透水性や遮水性、密度をコントロールする目的でフィラーを用いることができる。フィラーは、特に限定されることはなく、無機系や有機系のものが使用可能である。無機系としては、珪石、石灰石などの骨材、ベントナイトなどの粘土鉱物、ゼオライトなどのイオン交換体などが挙げられ、有機系材料としては、ビニロン繊維、アクリル繊維、炭素繊維などの繊維状物質、イオン交換樹脂、吸水性ポリマーなどが挙げられる。これらを本発明の目的を阻害しない範囲で使用することができる。 In the filler of the present invention, a filler can be used for the purpose of controlling the strength and elastic modulus, water permeability, water shielding, and density of the cured product. The filler is not particularly limited, and an inorganic or organic filler can be used. Examples of inorganic materials include aggregates such as silica and limestone, clay minerals such as bentonite, ion exchangers such as zeolite, and organic materials include fibrous substances such as vinylon fiber, acrylic fiber, and carbon fiber, Examples thereof include ion exchange resins and water-absorbing polymers. These can be used as long as the object of the present invention is not impaired.
本発明における充填材の混合装置としては、既存のいかなる装置も使用可能であり、例えば、傾胴ミキサー、オムニミキサー、ヘンシェルミキサー、V型ミキサー、ナウターミキサーなどが挙げられる。 As the mixing device for the filler in the present invention, any existing device can be used, and examples thereof include a tilting barrel mixer, an omni mixer, a Henschel mixer, a V-type mixer, and a nauter mixer.
以下、実施例で詳細に説明する。 Examples will be described in detail below.
「実施例1」
重合度1700、鹸化度99mol%のポリビニルアルコール(PVA)と水道水を用いて、固形分濃度10質量%のポリビニルアルコール水溶液を調製した。このポリビニルアルコール水溶液1000gに対する架橋剤として表1に示す種類と量のアルデヒド類を加え、ポリビニルアルコールの固形分と架橋剤の固形分の質量比を変化させた。その後、触媒として酢酸を加えてpHを4に調整してゲル形成物質を調製した。一方、起泡剤の1質量%水溶液を調製し、0.15L/minの割合で起泡装置に送り、同時に圧縮空気によって4L/minの割合で気泡物を調製した。最後にゲル形成物質と気泡物を混合して本発明の充填材を作製した。この充填材を100×100×100mmの型枠に充填し、20℃、湿度80%RH環境下で7日間養生した。その後型枠から脱型し、硬化体の密度、耐水性、弾力性を評価した。結果を表1に示す。
"Example 1"
A polyvinyl alcohol aqueous solution having a solid content concentration of 10% by mass was prepared using polyvinyl alcohol (PVA) having a polymerization degree of 1700 and a saponification degree of 99 mol% and tap water. As the crosslinking agent for 1000 g of this polyvinyl alcohol aqueous solution, the types and amounts of aldehydes shown in Table 1 were added to change the mass ratio of the solid content of the polyvinyl alcohol and the solid content of the crosslinking agent. Thereafter, acetic acid was added as a catalyst to adjust the pH to 4 to prepare a gel-forming substance. On the other hand, a 1% by mass aqueous solution of a foaming agent was prepared and sent to a foaming apparatus at a rate of 0.15 L / min. At the same time, bubbles were prepared with compressed air at a rate of 4 L / min. Finally, the gel-forming substance and the foam were mixed to produce the filler of the present invention. This filler was filled in a 100 × 100 × 100 mm mold and cured for 7 days in an environment of 20 ° C. and a humidity of 80% RH. Thereafter, the mold was removed from the mold, and the density, water resistance, and elasticity of the cured product were evaluated. The results are shown in Table 1.
「使用材料」
ポリビニルアルコール:電気化学工業社製 K17 重合度1700 鹸化度99.0mol%
架橋剤:テレフタルアルデヒド、市販品
起泡剤:電気化学工業社製「デンカSRF」、アルキルエーテルサルフェート塩主体
酢酸:市販品、試薬1級
"Materials used"
Polyvinyl alcohol: Denki Kagaku Kogyo K17 degree of polymerization 1700 degree of saponification 99.0 mol%
Cross-linking agent: terephthalaldehyde, commercially available foaming agent: “DENKA SRF” manufactured by Denki Kagaku Kogyo Co., Ltd., alkyl ether sulfate salt-based acetic acid: commercially available product, reagent grade 1
「測定方法」
密度:硬化体の質量と体積から算出。
耐水性:プラスチック製容器に水5Lを投入して35℃に調整した。この容器に作製した100×100×100mm硬化体を浸漬して1ヶ月間放置し、硬化体の耐水性を評価した。なお、容器内の水は1週間ごとに交換した。
弾力性:材齢7日間養生した硬化体の触感によって判定した。
"Measuring method"
Density: Calculated from the mass and volume of the cured product.
Water resistance: 5 L of water was put into a plastic container and adjusted to 35 ° C. The 100 × 100 × 100 mm cured body produced in this container was immersed and allowed to stand for 1 month to evaluate the water resistance of the cured body. The water in the container was changed every week.
Elasticity: Judged by the touch of the cured body cured for 7 days.
<耐水性評価基準>
◎:水に不溶、体積変化が殆どない。
○:水に不溶、硬化体の体積変化がある。
△:水に一部溶解、体積変化がある。
×:水に溶解。
<Water resistance evaluation criteria>
A: Insoluble in water and almost no volume change.
○: Insoluble in water, volume change of the cured product.
Δ: Partially dissolved in water and volume change.
X: Dissolved in water.
<弾力性評価基準>
◎:弾力があり、粘りもある。
○:弾力はあるが、粘りが少ない。
△:弾力が小さく、粘りが少ない。
×:弾力がない。
<Elasticity evaluation criteria>
A: Elasticity and stickiness.
○: Although there is elasticity, there is little stickiness.
Δ: Less elastic and less sticky.
X: There is no elasticity.
表1に示すように、アルデヒド類を架橋剤に用いた本発明の充填材は密度が小さく軽量で、耐水性および弾力性に優れることが分かる。 As shown in Table 1, it can be seen that the filler of the present invention using aldehydes as a crosslinking agent has a small density and a light weight, and is excellent in water resistance and elasticity.
「実施例2」
架橋剤をメチロール基含有化合物とし、その種類と量を表2に示すように変化させたこと以外は実施例1と同様に行った。結果を表2に示す。
"Example 2"
The same procedure as in Example 1 was conducted except that the cross-linking agent was a methylol group-containing compound and the type and amount thereof were changed as shown in Table 2. The results are shown in Table 2.
「使用材料」
架橋剤:トリメチロールメラミン、市販品、メチロール基含有
"Materials used"
Cross-linking agent: Trimethylol melamine, commercial product, containing methylol group
表2に示すように、メチロール基を有する化合物を架橋剤に用いた本発明の充填材は、密度が小さく軽量で、耐水性および弾力性に優れていることが分かる。 As shown in Table 2, it can be seen that the filler of the present invention using a compound having a methylol group as a crosslinking agent is light in density and lightweight, and excellent in water resistance and elasticity.
「実施例3」
ポリビニルアルコールをアクリルアミド変性品、架橋剤をアミノ基含有化合物とし、架橋剤の量を表3に示すように変化させ、pHの調整は実施しなかったこと以外は実施例1と同様に行った。結果を表3に示す。
"Example 3"
The same procedure as in Example 1 was performed except that polyvinyl alcohol was an acrylamide-modified product, the crosslinking agent was an amino group-containing compound, the amount of the crosslinking agent was changed as shown in Table 3, and the pH was not adjusted. The results are shown in Table 3.
「使用材料」
ポリビニルアルコール:電気化学工業社製「PC100」 重合度1700 鹸化度88.0mol%、アクリルアミド変性
架橋剤:ポリエチレンイミン、市販品、アミノ基含有
"Materials used"
Polyvinyl alcohol: “PC100” manufactured by Denki Kagaku Kogyo Co., Ltd. Degree of polymerization: 1700 Saponification degree: 88.0 mol%, Acrylamide-modified cross-linking agent: Polyethyleneimine, commercial product, amino group
表3に示すように、アミノ基を有する化合物を架橋剤に用いた本発明の充填材は、密度が小さく軽量で、耐水性および弾力性に優れることが分かる。 As shown in Table 3, it can be seen that the filler of the present invention using an amino group-containing compound as a crosslinking agent is small in density and light in weight and excellent in water resistance and elasticity.
「実施例4」
使用するポリビニルアルコールの濃度、重合度、鹸化度を表4に示すように変化させたこと以外は実施例1と同様に行った。ただし、架橋剤は実施例2のトリメチロールメラミンを用い、ポリビニルアルコール水溶液1000gに対する添加量は、ポリビニルアルコール固形分と架橋剤固形分の質量比が1:2となるよう調整した。結果を表4に示す。
Example 4
The same procedure as in Example 1 was conducted except that the concentration, polymerization degree, and saponification degree of the polyvinyl alcohol used were changed as shown in Table 4. However, the trimethylol melamine of Example 2 was used as the cross-linking agent, and the addition amount with respect to 1000 g of the polyvinyl alcohol aqueous solution was adjusted so that the mass ratio of the polyvinyl alcohol solid content and the cross-linking agent solid content was 1: 2. The results are shown in Table 4.
表4に示すように、ポリビニルアルコールの濃度は5〜25質量%、重合度は500〜3000、鹸化度が80mol%以上の場合、密度が小さく軽量で、耐水性および弾力性に優れた充填材が得られることが分かる。 As shown in Table 4, when the concentration of polyvinyl alcohol is 5 to 25% by mass, the degree of polymerization is 500 to 3000, and the degree of saponification is 80 mol% or more, the filler is small and light in weight, and has excellent water resistance and elasticity. It can be seen that
「実施例5」
固形分濃度10質量%のポリビニルアルコール水溶液1000gに酢酸を加えてpHを4に調整し、この水溶液に起泡剤を濃度1質量%となるように添加した。この水溶液を高速攪拌混合し気泡を導入した後、架橋剤としてトリメチロールメラミン水溶液(固形分80質量%)50g加えてさらに混合して充填材を調製した。なお、充填材の物性評価は実施例1と同様に行った。結果を表5に示す。
"Example 5"
Acetic acid was added to 1000 g of an aqueous polyvinyl alcohol solution having a solid content concentration of 10% by mass to adjust the pH to 4, and a foaming agent was added to this aqueous solution to a concentration of 1% by mass. This aqueous solution was stirred and mixed at high speed to introduce bubbles, and then 50 g of a trimethylolmelamine aqueous solution (solid content: 80% by mass) was added as a crosslinking agent and further mixed to prepare a filler. The physical properties of the filler were evaluated in the same manner as in Example 1. The results are shown in Table 5.
「使用材料」
ポリビニルアルコール:電気化学工業社製 K17 重合度1700 鹸化度99.0mol%
酢酸:市販品、試薬1級
起泡剤:電気化学工業社製「デンカSRF」、アルキルエーテルサルフェート塩主体
架橋剤:トリメチロールメラミン、市販品、メチロール基含有
"Materials used"
Polyvinyl alcohol: Denki Kagaku Kogyo K17 degree of polymerization 1700 degree of saponification 99.0 mol%
Acetic acid: commercial product, reagent primary foaming agent: “Denka SRF” manufactured by Denki Kagaku Kogyo Co., Ltd., alkyl ether sulfate salt-based crosslinking agent: trimethylol melamine, commercial product, containing methylol group
表5に示すように、起泡剤を混合し高速攪拌することによって、密度が小さく軽量で、耐水性および弾力性に優れた充填材が得られることが分かる。 As shown in Table 5, it can be seen that by mixing the foaming agent and stirring at high speed, a filler having a small density and light weight and excellent in water resistance and elasticity can be obtained.
「実施例6」
実施例5と同様の材料を使用し、固形分濃度10質量%のポリビニルアルコール水溶液を調製し、このポリビニルアルコール水溶液1000gに架橋剤としてトリメチロールメラミンを200g(固形分質量比=1:2)、触媒として酢酸を加えてpHを4に調整した。その後、実施例1と同様に気泡物を調製し、気泡物と上記水溶液の混合比率を変化させて表6に示す密度の充填材を作製した。
一方、図1に示すような構造物をプラスチック製型枠、ヒューム管、真砂土を用いて地下に埋設された下水道管を模擬的に組み上げた。ヒューム管には直径20mmの孔を多数設け一時的に塞いだ状態とし、ヒューム管と真砂土の間には20mm程度の空洞を設けた。その後、孔を1箇所だけ開放しそこから本発明の充填材を注入した。なお、空洞に充填材を注入せず真砂土で充填した場合を比較例とする。
充填後7日経過した後、図1に示す構造体の上部から散水し、ヒューム管側面や充填材と真砂土の間に生じる空洞の有無と、ヒューム管内部に流入する水量を測定した。なお、水量は散水量に対する割合(水分溶出率)として表記する。結果を表6に示す。
"Example 6"
Using the same material as in Example 5, a polyvinyl alcohol aqueous solution having a solid content concentration of 10% by mass was prepared. To 1000 g of this polyvinyl alcohol aqueous solution, 200 g of trimethylol melamine as a crosslinking agent (solid content mass ratio = 1: 2), Acetic acid was added as a catalyst to adjust the pH to 4. Thereafter, foam was prepared in the same manner as in Example 1, and the filler having the density shown in Table 6 was produced by changing the mixing ratio of the foam and the aqueous solution.
On the other hand, the structure as shown in FIG. 1 was constructed by simulating a sewer pipe buried underground using a plastic mold, a fume pipe, and sand sand. A large number of holes with a diameter of 20 mm were provided in the fume pipe, and the holes were temporarily closed, and a cavity of about 20 mm was provided between the fume pipe and pure sand. Thereafter, only one hole was opened and the filler of the present invention was injected therefrom. In addition, let the case where it fills with a pure sand soil without inject | pouring a filler into a cavity be a comparative example.
After 7 days from filling, water was sprayed from the upper part of the structure shown in FIG. The amount of water is expressed as a ratio to the amount of water sprayed (water elution rate). The results are shown in Table 6.
表6に示すように、本発明の充填材を用いることによって、流水環境下でも空洞が生じることがなく、ヒューム管内部への地下水の侵入を抑制できることが分かる。 As shown in Table 6, it can be seen that by using the filler of the present invention, no cavities are generated even in a flowing water environment, and entry of groundwater into the inside of the fume pipe can be suppressed.
本発明により、充填材をトンネルおよび下水管などの地下構造物の周囲の空洞や土壌中に充填し適度な遮水性を確保し、構造物の耐久性を向上させることができるため、土木分野などで幅広く適用できる。 According to the present invention, a filler can be filled in a cavity or soil around an underground structure such as a tunnel and a sewer pipe to ensure appropriate water shielding and improve the durability of the structure. Widely applicable.
1:ヒューム管
2:ヒューム管の空孔
3:空洞
4:真砂土
1: Hume tube 2: Hume tube hole 3: Cavity 4: Pure sand
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JP2005087615A JP4794881B2 (en) | 2005-03-25 | 2005-03-25 | Filler and filling method |
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JP4794881B2 true JP4794881B2 (en) | 2011-10-19 |
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JPS5168918A (en) * | 1974-12-12 | 1976-06-15 | Japan Synthetic Rubber Co Ltd | DOJOKAIR YOZAI |
JPH0253890A (en) * | 1988-08-17 | 1990-02-22 | Dai Ichi Kogyo Seiyaku Co Ltd | Air bubble water stopping agent |
JPH08199154A (en) * | 1995-01-23 | 1996-08-06 | Chem Grouting Co Ltd | Injection grouting material and water-stopping for joint of vertical steel pipe sheathing |
JP2002371278A (en) * | 2001-06-15 | 2002-12-26 | Kuraray Co Ltd | Polymer material for improving ground or earth and sand, and improved ground or improved earth and sand obtained by using the same |
JP2005060467A (en) * | 2003-08-08 | 2005-03-10 | Denki Kagaku Kogyo Kk | Gel composition |
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