JPH0726263A - Grout composition for stabilization of soil or the like and work of stabilization, strengthening and water stop of soil therewith - Google Patents
Grout composition for stabilization of soil or the like and work of stabilization, strengthening and water stop of soil therewithInfo
- Publication number
- JPH0726263A JPH0726263A JP4064834A JP6483492A JPH0726263A JP H0726263 A JPH0726263 A JP H0726263A JP 4064834 A JP4064834 A JP 4064834A JP 6483492 A JP6483492 A JP 6483492A JP H0726263 A JPH0726263 A JP H0726263A
- Authority
- JP
- Japan
- Prior art keywords
- component
- water
- stabilization
- injection
- ground
- 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.)
- Pending
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 53
- 239000000203 mixture Substances 0.000 title claims abstract description 33
- 230000006641 stabilisation Effects 0.000 title claims abstract description 11
- 238000011105 stabilization Methods 0.000 title claims abstract description 11
- 239000002689 soil Substances 0.000 title claims description 6
- 239000011440 grout Substances 0.000 title abstract description 6
- 238000005728 strengthening Methods 0.000 title description 7
- 229920005862 polyol Polymers 0.000 claims abstract description 38
- 150000003077 polyols Chemical class 0.000 claims abstract description 35
- 150000001875 compounds Chemical class 0.000 claims abstract description 29
- 239000011435 rock Substances 0.000 claims abstract description 27
- 239000005056 polyisocyanate Substances 0.000 claims abstract description 26
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- 238000002347 injection Methods 0.000 claims description 41
- 239000007924 injection Substances 0.000 claims description 41
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- 238000000034 method Methods 0.000 claims description 16
- 229920000768 polyamine Polymers 0.000 claims description 11
- 230000000087 stabilizing effect Effects 0.000 claims description 10
- 238000010276 construction Methods 0.000 claims description 8
- 238000004078 waterproofing Methods 0.000 claims description 2
- 238000007789 sealing Methods 0.000 abstract description 5
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- PUPZLCDOIYMWBV-UHFFFAOYSA-N (+/-)-1,3-Butanediol Chemical compound CC(O)CCO PUPZLCDOIYMWBV-UHFFFAOYSA-N 0.000 description 3
- FBPFZTCFMRRESA-FSIIMWSLSA-N D-Glucitol Natural products OC[C@H](O)[C@H](O)[C@@H](O)[C@H](O)CO FBPFZTCFMRRESA-FSIIMWSLSA-N 0.000 description 3
- FBPFZTCFMRRESA-JGWLITMVSA-N D-glucitol Chemical compound OC[C@H](O)[C@@H](O)[C@H](O)[C@H](O)CO FBPFZTCFMRRESA-JGWLITMVSA-N 0.000 description 3
- PIICEJLVQHRZGT-UHFFFAOYSA-N Ethylenediamine Chemical compound NCCN PIICEJLVQHRZGT-UHFFFAOYSA-N 0.000 description 3
- OKKJLVBELUTLKV-UHFFFAOYSA-N Methanol Chemical compound OC OKKJLVBELUTLKV-UHFFFAOYSA-N 0.000 description 3
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- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 3
- UKLDJPRMSDWDSL-UHFFFAOYSA-L [dibutyl(dodecanoyloxy)stannyl] dodecanoate Chemical compound CCCCCCCCCCCC(=O)O[Sn](CCCC)(CCCC)OC(=O)CCCCCCCCCCC UKLDJPRMSDWDSL-UHFFFAOYSA-L 0.000 description 3
- 239000000654 additive Substances 0.000 description 3
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- 229910052736 halogen Inorganic materials 0.000 description 3
- 150000002367 halogens Chemical class 0.000 description 3
- IQPQWNKOIGAROB-UHFFFAOYSA-N isocyanate group Chemical group [N-]=C=O IQPQWNKOIGAROB-UHFFFAOYSA-N 0.000 description 3
- 229920000642 polymer Polymers 0.000 description 3
- 229920001296 polysiloxane Polymers 0.000 description 3
- 238000005070 sampling Methods 0.000 description 3
- 238000007711 solidification Methods 0.000 description 3
- 230000008023 solidification Effects 0.000 description 3
- 239000000600 sorbitol Substances 0.000 description 3
- 229920003048 styrene butadiene rubber Polymers 0.000 description 3
- ZIBGPFATKBEMQZ-UHFFFAOYSA-N triethylene glycol Chemical compound OCCOCCOCCO ZIBGPFATKBEMQZ-UHFFFAOYSA-N 0.000 description 3
- IMNIMPAHZVJRPE-UHFFFAOYSA-N triethylenediamine Chemical compound C1CN2CCN1CC2 IMNIMPAHZVJRPE-UHFFFAOYSA-N 0.000 description 3
- UPMLOUAZCHDJJD-UHFFFAOYSA-N 4,4'-Diphenylmethane Diisocyanate Chemical compound C1=CC(N=C=O)=CC=C1CC1=CC=C(N=C=O)C=C1 UPMLOUAZCHDJJD-UHFFFAOYSA-N 0.000 description 2
- 239000004925 Acrylic resin Substances 0.000 description 2
- PAYRUJLWNCNPSJ-UHFFFAOYSA-N Aniline Chemical compound NC1=CC=CC=C1 PAYRUJLWNCNPSJ-UHFFFAOYSA-N 0.000 description 2
- ODINCKMPIJJUCX-UHFFFAOYSA-N Calcium oxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 2
- 229910000975 Carbon steel Inorganic materials 0.000 description 2
- 229920000742 Cotton Polymers 0.000 description 2
- WSFSSNUMVMOOMR-UHFFFAOYSA-N Formaldehyde Chemical compound O=C WSFSSNUMVMOOMR-UHFFFAOYSA-N 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229920000538 Poly[(phenyl isocyanate)-co-formaldehyde] Polymers 0.000 description 2
- 239000005062 Polybutadiene Substances 0.000 description 2
- PPBRXRYQALVLMV-UHFFFAOYSA-N Styrene Chemical compound C=CC1=CC=CC=C1 PPBRXRYQALVLMV-UHFFFAOYSA-N 0.000 description 2
- 239000002174 Styrene-butadiene Substances 0.000 description 2
- QAOWNCQODCNURD-UHFFFAOYSA-N Sulfuric acid Chemical compound OS(O)(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-N 0.000 description 2
- WYURNTSHIVDZCO-UHFFFAOYSA-N Tetrahydrofuran Chemical compound C1CCOC1 WYURNTSHIVDZCO-UHFFFAOYSA-N 0.000 description 2
- GSEJCLTVZPLZKY-UHFFFAOYSA-N Triethanolamine Chemical compound OCCN(CCO)CCO GSEJCLTVZPLZKY-UHFFFAOYSA-N 0.000 description 2
- ZJCCRDAZUWHFQH-UHFFFAOYSA-N Trimethylolpropane Chemical compound CCC(CO)(CO)CO ZJCCRDAZUWHFQH-UHFFFAOYSA-N 0.000 description 2
- 239000002253 acid Substances 0.000 description 2
- 238000012644 addition polymerization Methods 0.000 description 2
- WNLRTRBMVRJNCN-UHFFFAOYSA-N adipic acid Chemical compound OC(=O)CCCCC(O)=O WNLRTRBMVRJNCN-UHFFFAOYSA-N 0.000 description 2
- ADCOVFLJGNWWNZ-UHFFFAOYSA-N antimony trioxide Chemical compound O=[Sb]O[Sb]=O ADCOVFLJGNWWNZ-UHFFFAOYSA-N 0.000 description 2
- 239000003963 antioxidant agent Substances 0.000 description 2
- 230000003078 antioxidant effect Effects 0.000 description 2
- 238000009835 boiling Methods 0.000 description 2
- 229910021538 borax Inorganic materials 0.000 description 2
- WERYXYBDKMZEQL-UHFFFAOYSA-N butane-1,4-diol Chemical compound OCCCCO WERYXYBDKMZEQL-UHFFFAOYSA-N 0.000 description 2
- 229910000019 calcium carbonate Inorganic materials 0.000 description 2
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- 238000006757 chemical reactions by type Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000013329 compounding Methods 0.000 description 1
- 238000012669 compression test Methods 0.000 description 1
- 238000006482 condensation reaction Methods 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 239000007799 cork Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- WHHGLZMJPXIBIX-UHFFFAOYSA-N decabromodiphenyl ether Chemical compound BrC1=C(Br)C(Br)=C(Br)C(Br)=C1OC1=C(Br)C(Br)=C(Br)C(Br)=C1Br WHHGLZMJPXIBIX-UHFFFAOYSA-N 0.000 description 1
- 230000018044 dehydration Effects 0.000 description 1
- 238000006297 dehydration reaction Methods 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 150000004985 diamines Chemical class 0.000 description 1
- 235000019404 dichlorodifluoromethane Nutrition 0.000 description 1
- 150000005690 diesters Chemical class 0.000 description 1
- 229940105990 diglycerin Drugs 0.000 description 1
- GPLRAVKSCUXZTP-UHFFFAOYSA-N diglycerol Chemical compound OCC(O)COCC(O)CO GPLRAVKSCUXZTP-UHFFFAOYSA-N 0.000 description 1
- 239000003085 diluting agent Substances 0.000 description 1
- ROORDVPLFPIABK-UHFFFAOYSA-N diphenyl carbonate Chemical compound C=1C=CC=CC=1OC(=O)OC1=CC=CC=C1 ROORDVPLFPIABK-UHFFFAOYSA-N 0.000 description 1
- ZZTCPWRAHWXWCH-UHFFFAOYSA-N diphenylmethanediamine Chemical compound C=1C=CC=CC=1C(N)(N)C1=CC=CC=C1 ZZTCPWRAHWXWCH-UHFFFAOYSA-N 0.000 description 1
- BNIILDVGGAEEIG-UHFFFAOYSA-L disodium hydrogen phosphate Chemical compound [Na+].[Na+].OP([O-])([O-])=O BNIILDVGGAEEIG-UHFFFAOYSA-L 0.000 description 1
- UQGFMSUEHSUPRD-UHFFFAOYSA-N disodium;3,7-dioxido-2,4,6,8,9-pentaoxa-1,3,5,7-tetraborabicyclo[3.3.1]nonane Chemical compound [Na+].[Na+].O1B([O-])OB2OB([O-])OB1O2 UQGFMSUEHSUPRD-UHFFFAOYSA-N 0.000 description 1
- 238000010828 elution Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- RJLZSKYNYLYCNY-UHFFFAOYSA-N ethyl carbamate;isocyanic acid Chemical compound N=C=O.CCOC(N)=O RJLZSKYNYLYCNY-UHFFFAOYSA-N 0.000 description 1
- 238000001704 evaporation Methods 0.000 description 1
- 230000008020 evaporation Effects 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 210000000497 foam cell Anatomy 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 238000009472 formulation Methods 0.000 description 1
- 238000001879 gelation Methods 0.000 description 1
- 150000002334 glycols Chemical class 0.000 description 1
- 239000010438 granite Substances 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 230000036541 health Effects 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- XXMIOPMDWAUFGU-UHFFFAOYSA-N hexane-1,6-diol Chemical compound OCCCCCCO XXMIOPMDWAUFGU-UHFFFAOYSA-N 0.000 description 1
- 125000004435 hydrogen atom Chemical group [H]* 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- NIMLQBUJDJZYEJ-UHFFFAOYSA-N isophorone diisocyanate Chemical compound CC1(C)CC(N=C=O)CC(C)(CN=C=O)C1 NIMLQBUJDJZYEJ-UHFFFAOYSA-N 0.000 description 1
- 150000002596 lactones Chemical class 0.000 description 1
- 229940018564 m-phenylenediamine Drugs 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
- 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
- JDSHMPZPIAZGSV-UHFFFAOYSA-N melamine Chemical compound NC1=NC(N)=NC(N)=N1 JDSHMPZPIAZGSV-UHFFFAOYSA-N 0.000 description 1
- ZQKXQUJXLSSJCH-UHFFFAOYSA-N melamine cyanurate Chemical compound NC1=NC(N)=NC(N)=N1.O=C1NC(=O)NC(=O)N1 ZQKXQUJXLSSJCH-UHFFFAOYSA-N 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910000476 molybdenum oxide Inorganic materials 0.000 description 1
- 229910000402 monopotassium phosphate Inorganic materials 0.000 description 1
- 235000019796 monopotassium phosphate Nutrition 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000007935 neutral effect Effects 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 229920003986 novolac Polymers 0.000 description 1
- 125000002347 octyl group Chemical group [H]C([*])([H])C([H])([H])C([H])([H])C([H])([H])C([H])([H])C([H])([H])C([H])([H])C([H])([H])[H] 0.000 description 1
- 239000003960 organic solvent Substances 0.000 description 1
- PQQKPALAQIIWST-UHFFFAOYSA-N oxomolybdenum Chemical compound [Mo]=O PQQKPALAQIIWST-UHFFFAOYSA-N 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000012188 paraffin wax Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- PJNZPQUBCPKICU-UHFFFAOYSA-N phosphoric acid;potassium Chemical compound [K].OP(O)(O)=O PJNZPQUBCPKICU-UHFFFAOYSA-N 0.000 description 1
- 150000003018 phosphorus compounds Chemical class 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 239000000049 pigment Substances 0.000 description 1
- 239000004014 plasticizer Substances 0.000 description 1
- 229920001084 poly(chloroprene) Polymers 0.000 description 1
- 229920000515 polycarbonate Polymers 0.000 description 1
- 239000004417 polycarbonate Substances 0.000 description 1
- 229920000582 polyisocyanurate Polymers 0.000 description 1
- 229920006389 polyphenyl polymer Polymers 0.000 description 1
- 229920001451 polypropylene glycol Polymers 0.000 description 1
- 229920002451 polyvinyl alcohol Polymers 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- RUOJZAUFBMNUDX-UHFFFAOYSA-N propylene carbonate Chemical compound CC1COC(=O)O1 RUOJZAUFBMNUDX-UHFFFAOYSA-N 0.000 description 1
- MWWATHDPGQKSAR-UHFFFAOYSA-N propyne Chemical compound CC#C MWWATHDPGQKSAR-UHFFFAOYSA-N 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 229920003987 resole Polymers 0.000 description 1
- 238000007151 ring opening polymerisation reaction Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 150000003335 secondary amines Chemical class 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 239000011734 sodium Substances 0.000 description 1
- 239000002904 solvent Substances 0.000 description 1
- 239000011115 styrene butadiene Substances 0.000 description 1
- 239000005720 sucrose Substances 0.000 description 1
- 150000005846 sugar alcohols Polymers 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 150000003512 tertiary amines Chemical class 0.000 description 1
- YLQBMQCUIZJEEH-UHFFFAOYSA-N tetrahydrofuran Natural products C=1C=COC=1 YLQBMQCUIZJEEH-UHFFFAOYSA-N 0.000 description 1
- JUWGUJSXVOBPHP-UHFFFAOYSA-B titanium(4+);tetraphosphate Chemical compound [Ti+4].[Ti+4].[Ti+4].[O-]P([O-])([O-])=O.[O-]P([O-])([O-])=O.[O-]P([O-])([O-])=O.[O-]P([O-])([O-])=O JUWGUJSXVOBPHP-UHFFFAOYSA-B 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
- 238000005809 transesterification reaction Methods 0.000 description 1
- STCOOQWBFONSKY-UHFFFAOYSA-N tributyl phosphate Chemical compound CCCCOP(=O)(OCCCC)OCCCC STCOOQWBFONSKY-UHFFFAOYSA-N 0.000 description 1
- 229940029284 trichlorofluoromethane Drugs 0.000 description 1
- 150000004072 triols Chemical class 0.000 description 1
- BIKXLKXABVUSMH-UHFFFAOYSA-N trizinc;diborate Chemical compound [Zn+2].[Zn+2].[Zn+2].[O-]B([O-])[O-].[O-]B([O-])[O-] BIKXLKXABVUSMH-UHFFFAOYSA-N 0.000 description 1
- 238000009834 vaporization Methods 0.000 description 1
- 230000008016 vaporization Effects 0.000 description 1
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 1
- 229920002554 vinyl polymer Polymers 0.000 description 1
Landscapes
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、破砕帯を有する岩盤や
不安定軟弱地盤の固結安定化、漏水、湧水のある岩盤な
いし地盤の止水、シールド掘削工事などでの地山とコン
クリートセグメントの間の空隙などの充填、土砂・岩
石、レンガ、石炭などの空洞の封止、さらにコンクリー
トなどの人工構造物のクラック、空隙などの安定強化止
水工法およびそれに用いる安定化用注入薬液組成物に関
する。FIELD OF THE INVENTION The present invention relates to rock solids having fracture zones and unstable stabilization of unstable soft ground, water leakage, water stop of rocks or springs with spring water, and ground and concrete for shield excavation work. Filling voids between segments, sealing voids such as earth and sand, rocks, bricks, coal, etc., cracking artificial structures such as concrete, stable strengthening waterproofing method for voids, etc. Regarding things.
【0002】[0002]
【従来の技術】従来、不安定岩盤や地盤の安定強化、人
工構造物のクラックや空隙の充填法の一つとして無機な
いし有機系グラウトの注入が行なわれ、ある程度の効果
をあげている。2. Description of the Related Art Conventionally, inorganic or organic grout has been injected as one of the methods for strengthening unstable rocks and grounds and for filling cracks and voids in artificial structures, to some extent.
【0003】しかしながら、これらの方法を詳細にチェ
ックすると、必ずしも満足しうる結果はえられていな
い。たとえば、一般に多用されているセメントミルク系
では懸濁液の形態であるため、岩盤や人工構造物などの
クラックや砂礫などの地盤層への浸透性がわるく、かつ
固結速度が遅く、強度発現が遅いため、短時間に固結し
て強度が発現することが要求されるトンネルや地下地盤
掘削時での不安定地山を早期に安定強化させる目的は達
しえない。さらに、湧水や漏水のみられるばあいはなお
さら注入セメントミルクが希釈、流失してしまう。また
代表的な無機系グラウトである水ガラス系2液システム
グラウトについても固結体強度が3〜10kg/cm2 程度と
低く、さらに固結体が水と接触すると経時変化が起り、
Na2 OやSiO2 などの主成分が溶脱し、アルカリ汚
染や大幅な強度低下に至るという問題がある。However, a detailed check of these methods has not always yielded satisfactory results. For example, the cement milk system, which is commonly used, is in the form of a suspension, so the permeability to cracks such as rocks and artificial structures and ground layers such as gravel is poor, and the consolidation speed is slow, and strength development occurs. Since it is slow, it is not possible to achieve the purpose of early and stable strengthening of unstable rocks when excavating tunnels and underground ground, which are required to consolidate and develop strength in a short time. In addition, the injected cement milk is diluted and washed away even if there is spring water or water leakage. Also, the water-based two-liquid system grout, which is a typical inorganic grout, has a low solidified strength of about 3 to 10 kg / cm 2 , and further changes with time when the solidified material comes into contact with water.
There is a problem that the main components such as Na 2 O and SiO 2 are leached out, resulting in alkali contamination and a significant decrease in strength.
【0004】一方、尿素系などの有機系グラウトについ
ても固結強度不足や、硫酸、ホルマリンなどの硬化成分
や助剤成分の溶出が発生するという問題がある。On the other hand, organic grouts such as urea also have problems such as insufficient consolidation strength and elution of hardening components and auxiliary components such as sulfuric acid and formalin.
【0005】また、特公昭63-63687号公報、同63-63688
号公報、特開昭63-7413 号公報、同63-7490 号公報、同
63-7491 号公報、同63-8477 号公報、同63-35913号公報
などには、ポリオールとポリイソシアネートを主成分と
する速硬性硬質発泡ウレタンシステム注入による岩盤の
固結工法が記載されているが、固結効果を期待しうるも
のの、つぎのような問題点を有している。Further, Japanese Patent Publication No. 63-63687 and 63-63688.
JP, JP 63-7413 JP, 63-7490 JP, JP
63-7491, 63-8477, 63-35913, etc. describe a method for consolidating rock mass by injecting a fast-curing rigid urethane foam system containing polyol and polyisocyanate as main components. However, although it can be expected to have a consolidation effect, it has the following problems.
【0006】すなわち、2液が混合されてからの反応
温度がきわめて高くなり、大きな空隙を有する地山や、
既設トンネル背面などの空隙へ大量に注入したばあい、
反応熱が蓄熱され、原料ポリオール、添加剤、ポリイソ
シアネートをはじめ、発泡硬化したウレタン樹脂の温度
が着火点以上の温度に達し、火災発生の危険があるこ
と、ポリオール成分の粘性が高く、ポリイソシアネー
ト成分との分散性や地山への浸透性をよくするために、
有機溶剤で希釈する必要があり、安全衛生上好ましくな
いこと、また前記原料が用いられているので、きわめ
て高価となるうえ、環境汚染などの問題点がある。That is, the reaction temperature after the two liquids are mixed becomes extremely high, and the ground having large voids,
If you inject a large amount into a void such as the back of an existing tunnel,
Reaction heat is accumulated, and the temperature of foamed and cured urethane resin, including raw material polyol, additives, and polyisocyanate, reaches a temperature above the ignition point, which may cause a fire, the viscosity of the polyol component is high, and the polyisocyanate component In order to improve the dispersibility with
Since it is necessary to dilute with an organic solvent, it is not preferable in terms of safety and hygiene, and since the above raw materials are used, it is extremely expensive and there are problems such as environmental pollution.
【0007】一般に、硬質発泡ウレタンを用いる方法に
よれば、前記文献に記載されているごとく、ポリオー
ル、フロンなどの発泡剤、触媒、整泡剤、前記ポリオー
ル100重量部に対して0〜2重量部程度の少量の水など
の混合液と、ポリイソシアネートとを所定の割合で混合
することにより、2〜30倍の発泡倍率の固結体がえられ
る。しかしながら、この方法では、発泡固結体の形成の
際に、反応に伴なって大量の熱が発生するので、一度に
大量に発泡成形したり、肉厚が10mm以上の成形品や土木
用途でも空隙に多量に注入したときには、反応熱の蓄熱
により、内部スコーチ、さらには火災の発生が懸念され
る。したがって、岩盤、地盤、人工構造物の空隙、さら
にはシールド工事などの裏込め材などには適用すること
ができないと認識されていた。Generally, according to the method using a rigid urethane foam, as described in the above-mentioned literature, a foaming agent such as a polyol and freon, a catalyst, a foam stabilizer, and 0 to 2 parts by weight per 100 parts by weight of the polyol. By mixing a small amount of a mixed liquid such as water with polyisocyanate at a predetermined ratio, a solidified body having an expansion ratio of 2 to 30 times can be obtained. However, in this method, since a large amount of heat is generated during the reaction when forming a foamed solidified body, it is possible to foam-mold a large amount at a time, or even for molded articles with a wall thickness of 10 mm or more and civil engineering applications. When a large amount is injected into the void, there is concern that the internal scorch and further fire may be generated due to the accumulated heat of reaction. Therefore, it has been recognized that it cannot be applied to voids in rock, ground, artificial structures, and backfilling materials for shield construction.
【0008】[0008]
【発明が解決しようとする課題】そこで、本発明者ら
は、前記従来技術に鑑みて鋭意研究を重ねた結果、ポリ
オールおよび/または有機ポリアミン化合物ならびに有
機ポリイソシアネート化合物に対して、多量の水を添加
したものを岩盤ないし地盤や人工構造物に注入したばあ
いには、意外なことに、火災やスコーチなどの発生がま
ったくなく、安定にこれら岩盤ないし地盤や人工構造物
の安定強化、空隙シールおよび止水を行なうことができ
ることをようやく見出し、本発明を完成するにいたっ
た。Therefore, as a result of intensive studies in view of the above-mentioned conventional techniques, the present inventors have found that a large amount of water is added to a polyol and / or an organic polyamine compound and an organic polyisocyanate compound. Unexpectedly, there is no fire or scorch when the added material is injected into rocks, ground, or artificial structures, and it is possible to stabilize and strengthen these rocks, grounds, or artificial structures stably, and to provide a void seal. Finally, they finally found that they could stop the water, and completed the present invention.
【0009】[0009]
【課題を解決するための手段】すなわち、本発明は(A)
ポリオールおよび/または有機ポリアミン化合物、(B)
有機ポリイソシアネート化合物、ならびに(C) 前記(A)
成分と(B) 成分との合計量100 重量部に対して5重量部
以上の水からなる土質などの安定化用注入薬液組成物を
第1の発明とし、岩盤ないし地盤に所定の間隔で複数個
の孔を穿設し、前記孔内に中空の注入ボルトを挿入し、
ボルトの開口部から前記安定化用注入薬液組成物を岩盤
ないし地盤に注入し、固結させることを特徴とする岩盤
ないし地盤の安定強化止水工法を第2の発明とし、さら
に人工構造物に注入パイプを挿入し、該注入パイプを介
して前記安定化用注入薬液組成物を人工構造物に注入
し、固結させることを特徴とする人工構造物の安定強化
止水工法を第3の発明とするものである。[Means for Solving the Problems] That is, the present invention provides (A)
Polyol and / or organic polyamine compound, (B)
Organic polyisocyanate compound, and (C) the (A)
The first invention is an injectable liquid chemical composition for stabilizing soil and the like, which is composed of 5 parts by weight or more of water per 100 parts by weight of the total amount of the component and the component (B). Drill a hole, insert a hollow injection bolt into the hole,
A second aspect of the present invention is a stable water-stop construction method for rock or ground, characterized by injecting the stabilizing injection chemical composition into the rock or ground through an opening of a bolt and solidifying the composition. A third aspect of the present invention is a stable reinforcing water stop method for an artificial structure, which comprises inserting an injection pipe, injecting the stabilizing chemical liquid composition for stabilization into the artificial structure through the injection pipe, and solidifying the composition. It is what
【0010】[0010]
【作用および実施例】本発明の土質などの安定化用注入
薬液組成物を岩盤ないし地盤や人工構造物に注入したば
あいには、添加された多量の水により、反応時に発生す
る熱が水の蒸発の際の気化熱として奪われ、その結果、
畜熱温度が通常では150 ℃以上となるばあいでも、水の
沸点である100 ℃以下〜120 ℃以下の温度に発熱を抑制
することができるので、火災やスコーチの発生などがま
ったくおこらない。[Operations and Examples] When the composition for injecting chemicals for stabilizing soil or the like of the present invention is injected into rock, ground or artificial structure, the heat generated during the reaction is water due to the large amount of added water. Is lost as the heat of vaporization during the evaporation of
Even when the heat storage temperature is usually 150 ° C or higher, heat generation can be suppressed to a temperature of 100 ° C to 120 ° C, which is the boiling point of water, so that no fire or scorch will occur.
【0011】また、本発明の安定化用注入薬液組成物を
用いたばあいには、尿素結合を主体とした硬質発泡ポリ
ウレタンの固結体が形成されるので、固結強度が大き
く、空隙シール効果、安定強化結果など効果にすぐれ、
岩盤ないし地盤や人工構造物の安定強化、空隙シールお
よび止水を効果的に行なうことができる。Further, when the stabilizing injectable liquid composition of the present invention is used, since a hard foamed polyurethane solidified body mainly containing a urea bond is formed, the solidified strength is large and the void seal is large. Excellent effect and stability enhancement result,
It is possible to effectively enhance the stability of rocks, ground, and artificial structures, and to seal voids and stop water.
【0012】本発明の注入薬液組成物には、(A) 成分と
してポリオールおよび/または有機ポリアミン化合物が
配合される。The injectable liquid composition of the present invention contains a polyol and / or an organic polyamine compound as the component (A).
【0013】前記ポリオールの水素基価は、硬質状の発
泡固結体をうるためには10〜2000mgKOH/g であることが
好ましい。また、該ポリオールと水とを混合しやすくす
るために、該ポリオールとしては若干親水性を有するも
のが水との相溶性にすぐれているので好ましく、具体的
には水酸基価300mgKOH/g以下のばあい、エチレンオキシ
ド単位が分子量中に0〜99.5重量%、好ましくは10〜9
9.5重量%含まれるように付加し、親水性を付与したも
のが好ましい。The hydrogen group value of the polyol is preferably 10 to 2000 mgKOH / g in order to obtain a hard foamed solidified body. Further, in order to facilitate mixing of the polyol and water, it is preferable that the polyol is slightly hydrophilic as it has excellent compatibility with water, specifically, a hydroxyl value of 300 mgKOH / g or less. The ethylene oxide unit has a molecular weight of 0 to 99.5% by weight, preferably 10 to 9%.
It is preferable to add 9.5% by weight to give hydrophilicity.
【0014】前記ポリオールの具体例としては、たとえ
ば1,3-ブタンジオール、1,4-ブタンジオール、1,6-ヘキ
サンジオールなどの2価アルコール;エチレングリコー
ル、ジエチレングリコール、トリエチレングリコール、
プロピレングリコール、ジプロピレングリコール、ブチ
レングリコール、アセチレングリコール、グリセリン、
トリメチロールプロパン、ジグリセリン、ヒマシ油、脱
水ヒマシ油、ソルビトール、庶糖などの単独もしくは混
合物;これらにプロピレンオキシドやエチレンオキシド
などのアルキレンオキシドを付加重合したポリオールな
どがあげられる。また、エチレンジアミン、アニリン、
トリレンジアミン、モノ、ジまたはトリエタノールアミ
ンなどにプロピレンオキシド、エチレンオキシドなどの
アルキレンオキシドを付加重合したアミンポリオール類
も有効である。さらにアジピン酸、無水フタル酸などの
二塩基酸とエチレングリコール、ジエチレングリコー
ル、トリメチロールプロパンなどのグリコールやトリオ
ールとの脱水縮合反応によってえられる各種ポリエステ
ルポリオール、ε- カプロラクタムの開環重合によって
えられるラクトン系ポリエステルポリオール、ポリオー
ルのホスゲン化、ジフェニルカーボネートによるエステ
ル交換法で合成されるポリカーボネートジオール、その
他アクリルポリオール、ポリブタジエン系ポリオール、
さらにマンニッヒポリオール、ノボラック樹脂、レゾー
ル樹脂などにプロピレンオキシドまたはエチレンオキシ
ドを付加重合してえられるフェノール系ポリオール、さ
らにポリオール中でアクリロニトリル、スチレンなどの
ビニル系モノマーをラジカル重合させたものや、これら
のポリマーをポリオール中に分散溶解させたポリマーポ
リオール、テトラヒドロフランのカチオン重合によって
えられるポリテトラメチレングリコール、これらにアル
キレンオキシドを付加重合した変性ポリオールなどがあ
げられる。Specific examples of the polyol include dihydric alcohols such as 1,3-butanediol, 1,4-butanediol and 1,6-hexanediol; ethylene glycol, diethylene glycol, triethylene glycol,
Propylene glycol, dipropylene glycol, butylene glycol, acetylene glycol, glycerin,
Examples thereof include trimethylolpropane, diglycerin, castor oil, dehydrated castor oil, sorbitol, and sucrose alone or in a mixture; and polyols obtained by addition-polymerizing alkylene oxides such as propylene oxide and ethylene oxide. In addition, ethylenediamine, aniline,
Amine polyols obtained by addition-polymerizing alkylene oxides such as propylene oxide and ethylene oxide to tolylenediamine, mono-, di- or triethanolamine are also effective. Furthermore, various polyester polyols obtained by dehydration condensation reaction of dibasic acids such as adipic acid and phthalic anhydride with glycols and triols such as ethylene glycol, diethylene glycol and trimethylolpropane, and lactone-based compounds obtained by ring-opening polymerization of ε-caprolactam. Polyester polyol, phosgenation of polyol, polycarbonate diol synthesized by transesterification method with diphenyl carbonate, other acrylic polyol, polybutadiene polyol,
Furthermore, Mannich polyols, novolac resins, phenolic polyols obtained by addition-polymerizing propylene oxide or ethylene oxide to resol resins, etc., radical-polymerized vinyl monomers such as acrylonitrile and styrene in polyols, and these polymers Examples thereof include polymer polyols dispersed and dissolved in a polyol, polytetramethylene glycol obtained by cationic polymerization of tetrahydrofuran, and modified polyols obtained by addition-polymerizing alkylene oxides with these.
【0015】前記有機ポリアミン化合物は、前記ポリオ
ールと同様に、後述する(B)成分である有機ポリイソ
シアネート化合物と反応して固結体の骨格を形成するた
めの成分であり、とくに固結体の強度の向上に有効であ
る。該有機ポリアミン化合物は、とくに限定がないが、
水を過剰に配合した組成物をうるためには、水溶性ない
し親水性のものが好ましい。The organic polyamine compound is a component for reacting with an organic polyisocyanate compound which is a component (B) described later to form a skeleton of a solidified body, as in the case of the above-mentioned polyol. Effective in improving strength. The organic polyamine compound is not particularly limited,
In order to obtain a composition containing water in excess, a water-soluble or hydrophilic one is preferable.
【0016】前記有機ポリアミン化合物の具体例として
は、たとえばエチレンジアミン、トリ、テトラ、ペン
タ、ヘキサメチレンジアミン、尿素などのジアミン類、
モノエタノールアミンなどのモノアルコールアミン類、
トルエンジアミン、ジエチルトルエンジアミン、ジフェ
ニルメタンジアミン、m-フェニレンジアミン、キシリレ
ンジアミン、 3,3′- ジクロロ-4,4′- ジアミノジフェ
ニルメタンなどの芳香族1、2級アミン類、さらにポリ
プロピレングリコールの末端をアミノ化した各種ジェフ
ァーミンシリーズ(ジェファーソン・ケミカル・カンパ
ニー製)、ポリテトラメチレングリコールとアミノ安息
香酸のジエステル(コダック社製)などの各種アミン化
合物などがあげられる。これらの有機ポリアミン化合物
は、(A) 成分として単独で(B) 成分の有機ポリイソシア
ネート化合物と組み合わせて用いることができるが、経
済性、反応硬化時間のコントロール、作業性などの点か
らポリオールと併用することが実用的である。Specific examples of the organic polyamine compound include diamines such as ethylenediamine, tri, tetra, penta, hexamethylenediamine and urea,
Monoalcoholamines such as monoethanolamine,
Aromatic primary and secondary amines such as toluenediamine, diethyltoluenediamine, diphenylmethanediamine, m-phenylenediamine, xylylenediamine, 3,3'-dichloro-4,4'-diaminodiphenylmethane, and the end of polypropylene glycol Examples include various amine compounds such as various aminated Jeffamine series (manufactured by Jefferson Chemical Company), polytetramethylene glycol and diester of aminobenzoic acid (manufactured by Kodak). These organic polyamine compounds can be used alone as the component (A) in combination with the organic polyisocyanate compound as the component (B), but they are used in combination with the polyol from the viewpoints of economic efficiency, control of reaction curing time, workability, etc. It is practical to do so.
【0017】前記(A) 成分には要すれば、発泡剤として
たとえばトリクロロモノフルオロメタン(F-11)、ジクロ
ロジフルオロメタン(F-12)などを配合してもよいが、前
記のようにこれらの発泡剤を用いなくてもよく、また通
常の処方よりもきわめて少量で用いても支障はない。If necessary, for example, trichloromonofluoromethane (F-11), dichlorodifluoromethane (F-12), etc. may be added to the component (A) as a foaming agent. It is not necessary to use the effervescent agent, and there is no problem even if it is used in an extremely small amount as compared with the usual formulation.
【0018】また、整泡剤として、要すればオルガノポ
リシロキサン、オキシエチル化高級アルコールなどを少
量で(A) 成分に配合してもよい。該整泡剤を配合したば
あいには、ポリイソシアネートとの相溶性や発泡セルの
整泡に有効である。該整泡剤の配合量は、通常(A) 成分
であるポリオールおよび/または有機ポリアミン化合物
100 部(重量部、以下同様)に対して3部以下である。As the foam stabilizer, if necessary, organopolysiloxane, oxyethylated higher alcohol, etc. may be added to the component (A) in a small amount. When the foam stabilizer is blended, it is effective for compatibility with polyisocyanate and foam control of foam cells. The compounding amount of the foam stabilizer is usually a polyol and / or an organic polyamine compound which is the component (A).
It is 3 parts or less with respect to 100 parts (weight part, the same applies hereinafter).
【0019】また、前記(B) 成分である有機ポリイソシ
アネート組成物と(A) 成分であるポリオールおよび/ま
たは有機ポリアミン化合物との反応硬化を促進するため
に触媒として、たとえばジブチル錫ジラウレート、オク
チル酸第一錫などの金属触媒、アルキルアミン、トリエ
チルアミンなどの三級アミンを通常前記(A) 成分100部
に対して0.01〜5部程度の割合で配合する。Further, as a catalyst for promoting reaction curing of the organic polyisocyanate composition as the component (B) and the polyol and / or organic polyamine compound as the component (A), for example, dibutyltin dilaurate or octyl acid is used. A metal catalyst such as stannous and a tertiary amine such as alkylamine and triethylamine are usually added in an amount of about 0.01 to 5 parts per 100 parts of the component (A).
【0020】さらに前記(A) 成分に水分を多量に配合す
るばあい、水分によるpHの経日変化が予想されるので、
系のpHを中性領域に保持するためにpH緩衝剤を配合する
ことが好ましい。かかる緩衝剤としては、たとえばリン
酸二水素カリウム、リン酸水素二ナトリウム、四ホウ酸
ナトリウム(ホウ砂)などがあげられる。これらのpH緩
衝剤の配合量は、水分量に対して1重量%程度であれば
よい。Further, when a large amount of water is added to the component (A), it is expected that the pH will change with time due to water.
It is preferable to incorporate a pH buffer to keep the pH of the system in the neutral range. Examples of such buffering agents include potassium dihydrogen phosphate, disodium hydrogen phosphate, sodium tetraborate (borax) and the like. The blending amount of these pH buffers may be about 1% by weight with respect to the amount of water.
【0021】さらに、要すれば、(A) 成分中には、老化
防止剤、耐熱性付与剤、酸化防止剤、防カビ剤などを配
合してもよい。Furthermore, if necessary, an antioxidant, a heat resistance imparting agent, an antioxidant, an antifungal agent and the like may be added to the component (A).
【0022】前記(B) 成分である有機ポリイソシアネー
ト化合物は、前記(A) 成分と反応してポリウレタンを形
成する成分である。かかる有機ポリイソシアネート化合
物としては、とくに限定はないが、イソシアネートモノ
マー、それらの二量体、三量体などの重合物やアルコー
ルやポリオールで変性したもののいずれも有効である。
前記有機ポリイソシアネートとしては、固結体物性の点
から、イソシアネート基の含量が5〜48重量%、なかん
づく10〜33重量%であるものが好ましい。かかる有機ポ
リイソシアネート化合物の具体例としては、たとえばポ
リメチレンポリフェニルイソシアネート、液状ジフェニ
ルメタンジイソシアネート、トリレンジイソシアネー
ト、クルードトリレンジイソシアネート、キシリレンジ
イソシアネート、イソホロンジイソシアネート、ナフタ
レンジイソシアネート、水添ジフェニルメタンジイソシ
アネート、トリメチレンキシリレンジイソシアネートな
どのポリイソシアネートの単独または混合物;さらに前
記ポリイソシアネートを水や低級モノ〜多価アルコール
で変性したアダクト体もしくはポリイソシアネートと各
種ポリオールとを反応させた末端イソシアネート基含有
ウレタンプレポリマーの単独または混合物;さらにこれ
らのアダクト体;もしくはプレポリマー類と前記各種ポ
リイソシアネートの1種または2種以上との混合物な
ど;さらに前記ポリイソシアネートに触媒を加え、二量
体または三量体としたものなどがあげられる。The organic polyisocyanate compound as the component (B) is a component that reacts with the component (A) to form polyurethane. The organic polyisocyanate compound is not particularly limited, but any one of isocyanate monomers, polymers thereof such as dimers and trimers, and compounds modified with alcohol or polyol are effective.
The organic polyisocyanate preferably has an isocyanate group content of 5 to 48% by weight, particularly 10 to 33% by weight, from the viewpoint of solid physical properties. Specific examples of such organic polyisocyanate compound include, for example, polymethylene polyphenyl isocyanate, liquid diphenylmethane diisocyanate, tolylene diisocyanate, crude tolylene diisocyanate, xylylene diisocyanate, isophorone diisocyanate, naphthalene diisocyanate, hydrogenated diphenylmethane diisocyanate, trimethylene xylylene diisocyanate. A single or a mixture of polyisocyanates such as isocyanate; further, an adduct body obtained by modifying the above polyisocyanate with water or a lower mono- to polyhydric alcohol, or a urethane prepolymer containing a terminal isocyanate group obtained by reacting a polyisocyanate with various polyols. Further, these adducts; or prepolymers and the above-mentioned various polyisos Such one or more a mixture of the Aneto; further catalyst was added to the polyisocyanate, and the like that a dimer or trimer.
【0023】これらの各種有機ポリイソシアネート化合
物のなかでも固結強度、安全衛生面および経済性の点か
ら液状ジフェニルメタンジイソシアネート、ポリメチレ
ンポリフェニルイソシアネート、末端イソシアネート基
含有ウレタンプレポリマーおよびアダクト体などが好ま
しく、いわゆる取扱い環境温度下での揮発性がきわめて
小さく、液状でしかも固結強度、経済性の伴った構成の
ものが好ましい。また、メチルアルコール、エチルアル
コールなどの1モルにエチレンオキシドを1〜10モル付
加した低級アルコールエトキシレートにより、ポリメチ
レン、ポリフェニルイソシアネートを部分変性した水分
散型のものも有用である。Of these various organic polyisocyanate compounds, liquid diphenylmethane diisocyanate, polymethylene polyphenyl isocyanate, urethane isocyanate prepolymers containing terminal isocyanate groups and adducts are preferred from the viewpoints of consolidation strength, safety and health and economical efficiency. It is preferable that the composition has a very low volatility under the so-called handling environment temperature, is in a liquid state, and has a consolidation strength and an economical efficiency. Further, a water-dispersion type in which polymethylene or polyphenylisocyanate is partially modified with a lower alcohol ethoxylate obtained by adding 1 to 10 mol of ethylene oxide to 1 mol of methyl alcohol, ethyl alcohol, etc. is also useful.
【0024】前記(B) 成分には、要すれば、高沸点希釈
剤、可塑剤、液状難燃剤などを配合してもよい。If desired, the component (B) may be mixed with a high boiling diluent, a plasticizer, a liquid flame retardant and the like.
【0025】前記(A) 成分と(B) 成分との配合割合
((A) 成分/(B) 成分)(重量比)は、一般に1/10〜
10/1が好ましく、1/3〜2/1がさらに好ましい。
かかる配合割合が前記範囲よりも小さいばあいには、硬
化時間が長くなり、えられる固結体が脆くなる傾向があ
り、また前記範囲をこえるばあいには、固結体が柔かく
なり、その強度が非常に小さくなる傾向がある。The blending ratio of the component (A) and the component (B) (component (A) / component (B)) (weight ratio) is generally 1/10 to
10/1 is preferable, and 1/3 to 2/1 is more preferable.
When the blending ratio is smaller than the above range, the curing time becomes long, and the obtained solidified body tends to be brittle, and when it exceeds the above range, the solidified body becomes soft, The strength tends to be very low.
【0026】また、(A) 成分中のポリオールのOH基お
よびNH2 基と(B) 成分中のNCO基との反応当量比は
(OH+NH2 )/NCOが1/10〜10/1であるのが
好ましく、1/3〜2/1がさらに好ましい。かかる反
応当量比が前記範囲よりも大きいばあいには、固結体が
柔かくなり、その強度が非常に小さくなり、また前記範
囲よりも小さいばあいには、硬化時間が長くなり、また
固結体の強度が小さくなって脆くなる傾向がある。The reaction equivalent ratio of the OH groups and NH 2 groups of the polyol in the component (A) to the NCO groups in the component (B) is (OH + NH 2 ) / NCO of 1/10 to 10/1. Is preferable, and 1/3 to 2/1 is more preferable. When the reaction equivalent ratio is larger than the above range, the solidified body becomes soft and its strength becomes very small, and when it is smaller than the above range, the curing time becomes long and the solidified body becomes solidified. Body strength tends to be weak and brittle.
【0027】本発明の注入薬液組成物には、(C) 成分と
して水が配合される。The injectable liquid composition of the present invention contains water as the component (C).
【0028】水は、(B) 成分の有機ポリイソシアネート
化合物と反応して尿素結合を形成すると同時に炭酸ガス
を発生し、その炭酸ガスの作用によって発泡して発泡固
結体を形成し、また多量の水が存在することにより、そ
の一部はNCO基と反応するが、このとき(OH+NH
2 +水)/NCO(当量比)は、ほぼ1/1〜10/1と
なるように反応するため、余剰の水が存在する状態とな
る。この余剰の水が、(A) 成分と(B) 成分とを混合した
ときに発生する反応熱を蒸発気化して奪い、過度の蓄熱
を抑制し、スコーチや火災が起こるのを阻止するという
性質を有する。また、水には、(A) 成分の粘性を低下さ
せ、注入作業や地山への浸透性、(B) 成分との混合性を
向上させるという作用がある。Water reacts with the organic polyisocyanate compound as the component (B) to form a urea bond and at the same time generates carbon dioxide gas, which is foamed by the action of the carbon dioxide gas to form a foam solidified body, and a large amount of Due to the presence of water, some of it reacts with the NCO group, but at this time (OH + NH
Since 2 + water) / NCO (equivalent ratio) reacts so as to be approximately 1/1 to 10/1, excess water exists. This excess water evaporates and takes away the heat of reaction generated when the components (A) and (B) are mixed, suppresses excessive heat storage, and prevents scorch and fire. Have. Water also has the effect of lowering the viscosity of the (A) component, improving the permeability of the injection work and the ground, and improving the miscibility with the (B) component.
【0029】水の配合量は、(A) 成分と(B) 成分との合
計量100 部に対して5部以上である。水の配合量が(A)
成分と(B) 成分との合計量100 部に対して5部未満で
は、(B) 成分の有機ポリイソシアネート化合物との反応
固結時に、反応熱蓄熱による火災やスコーチが発生しや
すくなり、また(A) 成分の粘度を低下させる効果が小さ
くなり、注入作業がわるくなるうえ、反応固結体の強度
の発現が遅くなる。なお、水の配合量があまりにも多い
ばあいには、過度に発泡し、固結体が脆くなる傾向があ
る。したがって、本発明においては、前記水の配合量
は、5〜50部であることが好ましい。The content of water is 5 parts or more based on 100 parts of the total amount of the components (A) and (B). The amount of water is (A)
If the total amount of the component and the component (B) is less than 5 parts with respect to 100 parts, a fire or scorch is likely to be generated due to heat storage of the reaction heat during the reaction solidification with the organic polyisocyanate compound of the component (B). The effect of lowering the viscosity of the component (A) becomes small, the injection work becomes difficult, and the strength of the reaction solid is delayed. If the water content is too large, the solidified body tends to be foamed excessively and become brittle. Therefore, in the present invention, the blending amount of water is preferably 5 to 50 parts.
【0030】本発明の注入薬液組成物には、固結体の弾
力性や機械的強度を向上させるために各種高分子材料、
たとえば溶剤タイプの加硫または未加硫ゴム、すなわち
ブタジエンゴム、クロロプレンゴム、スチレン- ブタジ
エンゴム、エチレン- プロピレンゴムやこれらのエマル
ジョン、各種アクリル樹脂エマルジョン、ポリビニルア
ルコール、エチレン- 酸酸ビニル樹脂エマルジョン、ポ
リウレタンディスパージョン、ポリエチレンオキサイド
など、またアスファルトやゴム入りアスファルトなどの
瀝青エマルジョンを(A) 成分および/または(B) 成分に
適宜配合することができる。The injectable liquid composition of the present invention contains various polymeric materials for improving the elasticity and mechanical strength of the solidified body,
For example, solvent type vulcanized or unvulcanized rubber, that is, butadiene rubber, chloroprene rubber, styrene-butadiene rubber, ethylene-propylene rubber and their emulsions, various acrylic resin emulsions, polyvinyl alcohol, ethylene-vinyl acrylate resin emulsion, polyurethane. A bitumen emulsion such as dispersion, polyethylene oxide, or asphalt or rubber-containing asphalt can be appropriately added to the component (A) and / or the component (B).
【0031】また、本発明においては、固結体の固結強
度を向上せしめたり、難燃効果を向上せしめるために添
加剤として各種難燃剤、難燃補助剤、無機改質充填剤な
どを配合することができる。Further, in the present invention, various flame retardants, flame retardant auxiliaries, inorganic modified fillers and the like are added as additives in order to improve the consolidation strength of the consolidated body and the flame retardant effect. can do.
【0032】難燃剤としては、添加型および反応型のい
ずれのものを用いることができる。添加型のものの具体
例としては、たとえばトリブチルホスフェート、トリク
レジルホスフェート、トリスモノクロロイソプロピルホ
スフェートなどの含リン含ハロゲン系;塩素化パラフィ
ン、ペンタブロモエチルベンゼン、デカブロモジフェニ
ルエーテルなどの含ハロゲン系のものなどがあげられ
る。反応型のものの具体例としては、たとえばジブロモ
ネオペンチルグリコール、テトラブロモビスフェノール
A、O,O−ジエチルN,N−ジヒドロキシエチルアミ
ノメチルホスホテート、各種含リンポリオールなどの水
酸基やアミノ基などを有する含ハロゲン含リン化合物な
どがあげられる。As the flame retardant, either an addition type or a reaction type can be used. Specific examples of the addition type include phosphorus-containing halogen-containing compounds such as tributyl phosphate, tricresyl phosphate and tris monochloroisopropyl phosphate; halogen-containing compounds such as chlorinated paraffin, pentabromoethylbenzene and decabromodiphenyl ether. can give. Specific examples of the reactive type include dibromoneopentyl glycol, tetrabromobisphenol A, O, O-diethyl N, N-dihydroxyethylaminomethylphosphonate, and various phosphorus-containing polyols having a hydroxyl group or an amino group. Examples thereof include halogen-containing phosphorus compounds.
【0033】難燃補助剤の具体例としては、たとえば三
酸化アンチモン、酸化モリブデン、メタホウ酸バリウ
ム、ホウ酸亜鉛、水酸化アルミニウム、水酸化マグネシ
ウム、メラミン、メラミンイソシアヌレート、赤リン、
リン酸チタン、ポリリン酸アンモニウム、炭酸カルシウ
ム、ケイ酸カルシウムなどがあげられる。これらは前記
難燃剤と併用または単独で難燃効果を高めるために用い
られる。Specific examples of the flame retardant auxiliary include antimony trioxide, molybdenum oxide, barium metaborate, zinc borate, aluminum hydroxide, magnesium hydroxide, melamine, melamine isocyanurate, red phosphorus, and the like.
Examples thereof include titanium phosphate, ammonium polyphosphate, calcium carbonate, calcium silicate and the like. These are used in combination with the flame retardant or alone to enhance the flame retardant effect.
【0034】無機改質充填剤の具体例としては、たとえ
ばポルトランドセメント、粒径が小さいコロイダルセメ
ント、アルミナセメント、シリカ、炭酸カルシウム、硫
酸カルシウム、ベントナイト、高炉スラグ、生石灰、消
石灰、フライアッシュ、石こう、カーボン、顔料などが
あげられる。これらの無機改質充填剤は、ウレタン成分
と一体硬化して複合固結体となり、その結果、固結体強
度、耐久性、クラックや空隙シール効果、難燃効果など
をいちじるしく向上させる性質を有する。Specific examples of the inorganic modified filler include, for example, Portland cement, colloidal cement having a small particle size, alumina cement, silica, calcium carbonate, calcium sulfate, bentonite, blast furnace slag, quick lime, slaked lime, fly ash, gypsum, Examples include carbon and pigments. These inorganic modified fillers have a property of hardening together with the urethane component to form a composite solid body, and as a result, the strength of the solid body, the durability, the effect of sealing cracks and voids, the flame retardant effect, etc. are significantly improved. .
【0035】これらの難燃剤、難燃補助剤および無機改
質充填剤の配合量は、(A) 成分と(B) 成分の合計量100
部に対して0〜100 部、なかんづく10〜70部となるよう
に調整されることが好ましい。The blending amount of these flame retardant, flame retardant auxiliary and inorganic modifying filler is such that the total amount of the components (A) and (B) is 100
It is preferable that the amount is adjusted to 0 to 100 parts, especially 10 to 70 parts.
【0036】これらは通常、注入前に(A) 成分または
(B) 成分のいずれかに配合してポンプに注入される。These are usually the (A) component or
It is blended with any of the components (B) and injected into the pump.
【0037】本発明の注入薬液組成物は、(A) 成分とし
てポリオールおよび/または有機ポリアミン化合物、
(B) 成分として有機ポリイソシアネート化合物および
(C) 成分として水の3液から基本的になり、通常、(A)
成分と(C) 成分とをあらかじめ混合したものを、岩盤な
どに注入する直前に(B) 成分と混合する。混合方法につ
いては公知の方法が採用できる。The injectable liquid composition of the present invention comprises a polyol and / or an organic polyamine compound as the component (A),
(B) an organic polyisocyanate compound as a component and
As a component (C), it basically consists of 3 liquids of water, usually (A)
A mixture of the ingredient and the ingredient (C) is mixed in advance with the ingredient (B) immediately before being poured into rock. As a mixing method, a known method can be adopted.
【0038】なお、本発明においては、硬化時間は、不
安定地盤の安定化、止水効果や作業効率などの点から10
秒〜10分間、なかんづく10秒〜5分間が好ましい。かか
る硬化時間は、主に触媒の種類および配合量を調整する
ことにより調節することができる。In the present invention, the curing time is 10 in terms of stabilization of unstable ground, water blocking effect and work efficiency.
Seconds to 10 minutes, preferably 10 seconds to 5 minutes are preferable. The curing time can be adjusted mainly by adjusting the type and blending amount of the catalyst.
【0039】本発明の薬液組成物を用いたばあいには、
スコーチや火災が発生することがなくなり、注入作業性
が向上し、経済的であり、また、強度、空隙シール効
果、安定強化効果、耐久性にすぐれた1.5 〜30倍程度の
発泡倍率の尿素結合主体の硬質発泡ウレタン固結体が形
成されるので、岩盤、地盤、人工構造物の安定強化、空
隙シール、止水がきわめて良好となる。When the chemical composition of the present invention is used,
No scorch or fire is generated, injection workability is improved, it is economical, and a urea bond with a foaming ratio of about 1.5 to 30 times, which is excellent in strength, void sealing effect, stability strengthening effect, and durability. Since a rigid urethane foam solidified body is mainly formed, the rock, the ground, and the artificial structure are stably strengthened, the voids are sealed, and the water is stopped very well.
【0040】本発明における特殊な注入薬液である(A)
成分、(B) 成分および(C) 成分からなる注入薬液組成物
は、空隙やクラックの多い軟質ないし不安定な地盤、岩
盤、破砕帯層、さらにはクラックや空隙を有する人工構
造物などに注入固結されるが、かかる注入固結する方法
についてはとくに限定はなく、公知の方法を採用しう
る。その一例をあげれば、たとえば(C) 成分を加えた
(A) 成分および(B) 成分の注入量、圧力、配合比などを
コントロールしうる比較配合式ポンプを用い、(C)成分
を加えた(A) 成分と、(B) 成分とを別々のタンクに入
れ、岩盤などの所定箇所(たとえば 0.5〜3m程度の間
隔で穿設された複数個数の孔)に、あらかじめ固定され
たスタチックミキサーや逆止弁などを内装した有孔のロ
ックボルトや注入ロッドを通し、この中に前記タンク内
の各成分を注入圧 0.5〜50kg/cm2 ・Gで注入し、スタ
チックミキサーを通して所定量の(C) 成分を加えた(A)
成分と、(B) 成分とを均一に混合させ、所定の不安定岩
盤ないし地盤箇所に注入浸透、硬化させて固結安定化す
る方法などがある。A special injectable drug solution in the present invention (A)
Injectable chemical composition consisting of component, (B) component and (C) component is injected into soft or unstable ground with many voids and cracks, rock, fracture zone layer, and artificial structures with cracks and voids. Although it is solidified, the method of solidification by injection is not particularly limited, and a known method can be adopted. For example, (C) component was added.
Using a comparative blending pump that can control the injection amount, pressure, blending ratio, etc. of component (A) and component (B), separate (A) component with (C) component and (B) component separately. A rock bolt with a hole that is installed in a tank and has a built-in static mixer, check valve, etc., fixed in advance at a predetermined location (for example, a plurality of holes drilled at intervals of 0.5 to 3 m) such as rock. Each component in the tank was injected at an injection pressure of 0.5 to 50 kg / cm 2 · G through an injection rod, and a predetermined amount of component (C) was added through a static mixer (A).
There is a method in which the component and the component (B) are uniformly mixed, and the mixture is injected and infiltrated into a predetermined unstable rock or ground to be hardened to stabilize and solidify.
【0041】なお、たとえばトンネルの天盤部に注入す
るばあいには、注入に先立ち、たとえば約2mの所定の
間隔でたとえばジャンボ機で42mmφビットを用いて削孔
し、深さ2m、削孔角度10〜30°の注入孔を設け、この
注入孔にスタチックミキサーを内挿したロックボルトを
挿入し、該ロックボルトの口元を、注入薬液の逆流を防
ぐために、ウエス、急結セメント、発泡硬質ウレタン樹
脂をあらかじめ含浸させたウエスなどを用いてシール
し、薬液を前記した方法で注入することが好ましい。注
入作業は、注入圧が急激に上昇した時点、または所定注
入量よりもさらに約20容量%を増加した分を注入した時
点で終了する。一般に、注入孔1個あたり薬液は30〜20
0kg 注入すればよい。When pouring into the roof of a tunnel, for example, a hole is drilled at a predetermined interval of, for example, about 2 m using a 42 mmφ bit with, for example, a jumbo machine to obtain a depth of 2 m and a boring angle. An injection hole of 10 to 30 ° is provided, and a lock bolt having a static mixer inserted therein is inserted into the injection hole, and the mouth of the lock bolt is a waste cloth, a quick-setting cement, or a foamed hard material to prevent backflow of the injected chemical solution. It is preferable to seal using a waste cloth or the like impregnated with a urethane resin in advance, and then inject the chemical liquid by the method described above. The injection work is terminated when the injection pressure rises sharply or when the injection amount of about 20% by volume more than the predetermined injection amount is injected. Generally, 30 to 20 chemicals per injection hole
You can inject 0 kg.
【0042】また、シールド工事における地山とシール
ドセグメントのあいだのクリヤランス(平均約5cm前
後)を裏込め充填するときは、シールドセグメント内側
に定間隔でセットした注入孔に静止ミキサー内装の単管
ロッドを装着し、前記と同じ要領で(C) 成分を加えた
(A) 成分、(B) 成分を所定の配合割合で一定量注入す
る。また、人工構造物のクラックなどの安定強化止水
は、たとえば該クラック面に対しては、20〜50cm間隔で
直径10mm、深さ5〜10cmにドリルで削孔し、孔内の削り
くずや粉塵を圧縮空気で吹きとばし、削孔上に脱脂綿を
約5mm厚にのせ、その上から直径約10mm、長さ20〜30mm
の注入パイプを打ち込み、注入薬液のリークのない状態
にセットする。また、クラックや漏水などの発生箇所に
対しては、約30cmピッチでU字またはV字カットし、注
入パイプを急結セメントで固定する。つぎにスタチック
ミキサーなどを内装したY字管またはT字管を通し、
(C) 成分を加えた(A) 成分と、(B) 成分とを比例配合ポ
ンプまたは手押しポンプなどを用いて所定の配合比で注
入圧 0.5〜20kg/cm2 ・G 、好ましくは 0.5〜2kg/cm
2 ・G で所定量注入する。注入量は、一般に推定空隙体
積量プラスαでよい。When backfilling and filling the clearance (on average about 5 cm) between the ground and the shield segment in the shield construction, a single tube rod with a static mixer is installed in the injection holes set at regular intervals inside the shield segment. And added (C) ingredient in the same manner as above.
The components (A) and (B) are injected in a fixed amount at a predetermined mixing ratio. In addition, stable strengthening water stoppage such as cracks in artificial structures is, for example, for the crack surface, drilled to a diameter of 10 mm and a depth of 5 to 10 cm at intervals of 20 to 50 cm to remove shavings in the holes. Blow out the dust with compressed air, put absorbent cotton on the drilled hole to a thickness of about 5 mm, and then from it, about 10 mm in diameter and 20 to 30 mm in length.
Drive the injection pipe of and set it so that the injected chemical does not leak. For cracks and leaks, U-shaped or V-shaped cuts should be made at a pitch of approximately 30 cm, and the injection pipe should be fixed with quick-setting cement. Next, pass a Y-tube or T-tube with a static mixer inside,
Injecting pressure of 0.5 to 20 kg / cm 2 · G, preferably 0.5 to 2 kg of (A) component plus (C) component and (B) component at a prescribed blending ratio using a proportional blending pump or a hand pump. /cm
Inject a specified amount of 2・ G. The injection volume may generally be the estimated void volume plus α.
【0043】本発明の安定強化止水工法は、薬液の注入
固結の際の発熱によるスコーチや火災の発生がなく、薬
液の粘性が低く、不安定地盤、クラックや破砕帯などへ
の浸透性がよく、広い範囲にわたって不安定岩盤や地
盤、さらには人工構造物などの安定化や止水を図ること
ができる。また、形成された硬化固結物は、高強度で耐
久性を有するものであり、岩盤などへの付着、密着性に
すぐれ、経済的なものであるので、実用的である。The stable water-stop construction method of the present invention does not cause scorch or fire due to heat generation during injection and solidification of a chemical solution, has low viscosity of the chemical solution, and has permeability to unstable ground, cracks, crush zones, etc. It is possible to stabilize unstable rocks and ground over a wide range, and also to stabilize artificial structures and stop water. In addition, the formed cured solid has high strength and durability, is excellent in adhesion to and adhesion to bedrock, and is economical, and is therefore practical.
【0044】以下、製造例と実施例に基づいて本発明を
さらに詳細に説明するが、本発明はかかる実施例のみに
限定されるものではない。Hereinafter, the present invention will be described in more detail based on production examples and examples, but the present invention is not limited to these examples.
【0045】製造例1〜7および比較製造例1〜2 表1に示す(A) 成分と(B) 成分とをそれぞれ別々に調製
し、水を(A) 成分と混合したのち、該(A) 成分に(B) 成
分を撹拌下に添加混合した。Production Examples 1 to 7 and Comparative Production Examples 1 and 2 The components (A) and (B) shown in Table 1 were separately prepared, and water was mixed with the component (A). The component (B) was added to and mixed with the component under stirring.
【0046】混合時からのゲル化するまでの時間(ゲル
タイム)、ライズタイム、えられた固結体の圧縮試験(J
IS R 5201)の結果、密度(JIS K 5400)、反応熱による
温度およびスコーチの有無を表1に示す。Time from gelling to gelation (gel time), rise time, compression test of the obtained solid (J
As a result of IS R 5201), Table 1 shows the density (JIS K 5400), the temperature due to the heat of reaction, and the presence or absence of scorch.
【0047】[0047]
【表1】 [Table 1]
【0048】なお、表1中の各略号はつぎのとおりであ
る。The abbreviations in Table 1 are as follows.
【0049】(ポリオール) GP-350:グリセリンにプロピレンオキシドを付加重合さ
せた重量平均分子量350 のトリオール[水酸基価480mgK
OH/g] G-1000-30 :グリセリンにプロピレンオキシドを付加重
合したのち、末端にエチレンオキシドをさらに付加重合
し、重量平均分子量が1000でエチレンオキシドに由来す
る繰り返し単位の割合が30重量%のトリオール[水酸基
価168mgKOH/g] EDA-2P:エチレンジアミン1モルにプロピレンオキシド
2モルおよびエチレンオキシド2モルを付加させた重量
平均分子量272 のテトラオール[水酸基価825mgKOH/g] TEG :トリエチレングリコール[水酸基価753mgKOH/g] So-850:ソルビトールにプロピレンオキシドを付加重合
した重量平均分子量850 のポリオール[水酸基価400mgK
OH/g] GE-300:グリセリンにエチレンオキシドを付加重合した
重量平均分子量300 のトリオール[水酸基価561mgKOH/
g] DR-2000 :プロピレングリコールにエチレンオキシド/
プロピレンオキシド=80/20(重量比)の混合アルキレ
ンオキシドを付加重合した重量平均分子量2000のジオー
ル[水酸基価56mgKOH/g] GEM-300 :グリセリンにエチレンオキシドを付加重合し
た重量平均分子量300のトリオールを無水マレイン酸で
部分エステル化した変性ポリオール[水酸基価400mgKOH
/g] TEA :トリエタノールアミン[水酸基価1130mgKOH/g] (整泡剤) DKS シリコーンD332:第一工業製薬(株)製、変性ポリ
シロキサン (触媒) ダブコ33LV:トリエチレンジアミンをジプロピレングリ
コールに溶解したもの[濃度33重量%] DBTL:ジブチル錫ジラウレート (ポリイソシアネート) C-MDI :ポリメチレンポリフェニルポリイソシアネート
(NCO 基の含量32重量%) So-MDI:ソルビトールにプロピンオキシドを付加重合し
た重量平均分子量1000のポリオール5部を、C-MDI95 部
中に加温攪拌下で添加反応させた変性C-MDI を製造し、
該変性C-MDI 100 部中にプロピレンカーボネート5部を
添加し、希釈したもの[NCO基の含量27重量%] DP-MDI:96部のC-MDI 中にジプロピングリコール4部を
添加し、加熱して反応させた変性C-MDI 中に、エチレン
グリコールジアセテート5部を添加し、希釈したもの[N
CO基の含量26重量%] C-3053:日本ポリウレタン工業(株)製、コロネート30
53[水分散型C-MDI 、NCO 基の含量29重量%] (添加剤) SBR :スチレン−ブタジエン樹脂エマルジョン[不揮発
分40重量%] EVA :エチレン−酢酸ビニル樹脂エマルジョン[不揮発
分45重量%] 実施例1 破砕帯を有するトンネル天盤部にジャンボ機で42mmφビ
ットを用いて2m間隔で削孔角度25〜35°(トンネル掘
削方向に対しての角度)で15個削孔し、えられた孔内に
炭素鋼製(JIS G 3445、STKM 17C)の注入ボルト(外形
27.2mm、内系15mm、長さ3m、静止ミキサーおよび逆止
弁内装)を挿入し、口元部分約30cmを2液硬質発泡ウレ
タン樹脂を含浸させたメリヤス製ウエスを鉄棒で押し込
みシールした。(Polyol) GP-350: Triol having a weight average molecular weight of 350 obtained by addition-polymerizing propylene oxide to glycerin [hydroxyl value 480 mgK
OH / g] G-1000-30: Propylene oxide is addition-polymerized to glycerin, and then ethylene oxide is further addition-polymerized at the terminal to give triol having a weight average molecular weight of 1000 and a repeating unit ratio of 30% by weight derived from ethylene oxide [ Hydroxyl value 168 mgKOH / g] EDA-2P: Tetraol with a weight average molecular weight of 272, obtained by adding 2 mol of propylene oxide and 2 mol of ethylene oxide to 1 mol of ethylenediamine [hydroxyl value 825 mgKOH / g] TEG: triethylene glycol [hydroxyl value 753 mgKOH / g g] So-850: Polyol obtained by addition-polymerizing propylene oxide to sorbitol and having a weight average molecular weight of 850 [hydroxyl value 400 mgK
OH / g] GE-300: Triol with a weight average molecular weight of 300 obtained by addition-polymerizing ethylene oxide to glycerin [hydroxyl value 561mgKOH /
g] DR-2000: Propylene glycol with ethylene oxide /
Propylene oxide = 80/20 (weight ratio) Addition polymerization of mixed alkylene oxide Weight average molecular weight 2000 diol [Hydroxyl value 56 mg KOH / g] GEM-300: Glycerin with ethylene oxide addition polymerization triol of weight average molecular weight 300 is anhydrous Modified polyol partially esterified with maleic acid [hydroxyl value 400mgKOH
/ g] TEA: Triethanolamine [hydroxyl value 1130mgKOH / g] (foam stabilizer) DKS Silicone D332: Dai-ichi Kogyo Seiyaku Co., Ltd., modified polysiloxane (catalyst) Dabco 33LV: Triethylenediamine dissolved in dipropylene glycol [Concentration 33% by weight] DBTL: Dibutyltin dilaurate (polyisocyanate) C-MDI: Polymethylene polyphenyl polyisocyanate (NCO group content 32% by weight) So-MDI: Weight of sorbitol added with propyne oxide A modified C-MDI was produced by adding and reacting 5 parts of a polyol having an average molecular weight of 1000 into 95 parts of C-MDI under heating and stirring,
Propylene carbonate (5 parts) was added to 100 parts of the modified C-MDI and diluted [NCO group content 27% by weight] DP-MDI: 4 parts of dipropyne glycol was added to 96 parts of C-MDI, Diluted by adding 5 parts of ethylene glycol diacetate to modified C-MDI heated and reacted [N
CO group content 26% by weight] C-3053: Nippon Polyurethane Industry Co., Ltd., Coronate 30
53 [Water-dispersible C-MDI, NCO group content 29% by weight] (Additive) SBR: Styrene-butadiene resin emulsion [nonvolatile content 40% by weight] EVA: Ethylene-vinyl acetate resin emulsion [nonvolatile content 45% by weight] Example 1 Fifteen holes were drilled in a tunnel roof having a crush zone using a jumbo machine with a 42 mmφ bit at 2 m intervals at a drilling angle of 25 to 35 ° (angle with respect to the tunnel excavation direction). Carbon steel (JIS G 3445, STKM 17C) injection bolt (outer shape)
27.2 mm, inner system 15 mm, length 3 m, static mixer and check valve internal) were inserted, and a knitted cloth made by impregnating about 30 cm of the mouth with a two-component hard urethane foam resin was pressed with an iron rod to seal it.
【0050】ついで固定した各注入孔に対し、表1にお
ける製造例2でえられた薬液を注入圧約5〜10kg/cm2
・G で、1孔あたり約80〜120kg 注入した。Then, to each of the fixed injection holes, the chemical solution obtained in Production Example 2 in Table 1 was injected at an injection pressure of about 5 to 10 kg / cm 2.
-In G, about 80 to 120 kg was injected per hole.
【0051】薬液を注入してから約 120分後に、掘進に
より地山の改良状態を調査したところ、固結範囲は半径
2mの半球状であり、固結安定化していた。About 120 minutes after the chemical solution was injected, the state of improvement of the ground was examined by excavation. As a result, the consolidation range was a hemispherical shape with a radius of 2 m, and the consolidation was stabilized.
【0052】注入固結部分をサンプラーで5cmφ×10cm
の円柱形状にサンプリングし、一軸圧縮強度を測定する
と55kg/cm2 であった。なお、未改良部は破砕帯のため
サンプリングが不可能であった。この結果、本発明の薬
液の有効性が充分証明され、固結安定化層が形成される
ことが判明した。The solidified portion of injection is sampled with a sampler of 5 cmφ × 10 cm
It was 55 kg / cm 2 when the uniaxial compressive strength was measured by sampling in the shape of a cylinder. Sampling was not possible in the unimproved area because of the shatter zone. As a result, the effectiveness of the drug solution of the present invention was sufficiently proved, and it was revealed that a consolidation stabilizing layer was formed.
【0053】実施例2 大きな空隙を有する花崗岩破砕帯部のトンネル天盤部の
安定化を図るために、表1における製造例6の薬液注入
による安定化を行なった。施工方法は実施例1と同様に
行なった。Example 2 In order to stabilize the tunnel roof part of the granite crush zone having large voids, stabilization was carried out by injection of a chemical solution in Production Example 6 in Table 1. The construction method was the same as in Example 1.
【0054】すなわち、天盤部にジャンボ機で42mmφビ
ットを用いて約2m間隔で深さ2mの注入孔を10個削孔
した。削孔角度は20°であった。えられた孔内に実施例
8と同様の炭素鋼製ロックボルト(JIS G 3455、STKM 1
7C)を挿入し、口元部を実施例1と同様にしてシールし
た。That is, ten injection holes each having a depth of 2 m were drilled at intervals of about 2 m by using a 42 mmφ bit on the roof with a jumbo machine. The drilling angle was 20 °. A carbon steel lock bolt similar to that used in Example 8 (JIS G 3455, STKM 1
7C) was inserted and the mouth was sealed in the same manner as in Example 1.
【0055】各注入孔に対して表1における製造例6の
薬液を70〜110kg (注入圧30〜50kg/cm2 ・G )注入し
た。薬液を注入してから約 150分後に地山の安定化状況
を確認するために注入孔周辺を掘進し調査したところ、
固結範囲は半径約2mの半球状に固結しており、かつ、
大きな空隙部も高密度でよくシールされていた。なお、
参考のためにとくに大きな空隙部でシール固結している
実施例6の薬液の単独固結部分をサンプラーで5cmφ×
10cmの円柱形状にコアサンプリングして一軸圧縮強度を
測定すると 130kg/cm2 であった。70 to 110 kg (injection pressure 30 to 50 kg / cm 2 · G) of the chemical solution of Production Example 6 in Table 1 was injected into each injection hole. Approximately 150 minutes after injecting the chemical solution, we dug around the injection hole and inspected it to check the stabilization status of the ground,
The consolidation area is a hemisphere with a radius of about 2 m, and
The large voids were dense and well sealed. In addition,
For reference, the single solidified portion of the chemical liquid of Example 6, which is sealed and solidified with a particularly large void portion, is 5 cmφ × with a sampler.
When the uniaxial compressive strength was measured by core sampling in a 10 cm columnar shape, it was 130 kg / cm 2 .
【0056】実施例3 鉄筋レンガ造りの2階建ビルの屋上レンガ敷平場と立上
りコーナー部にクラックが発生し、降雨時に階下に漏水
していた。このクラックに対し、直径10mmのドリルを用
い約30cmピッチで深さ約5cmの孔を50個削孔し、孔内の
削りくずや粉塵を圧縮空気で吹き飛ばしたのちに削孔上
に脱脂綿を約5mm厚にのせ、その上から外径約10mmの注
入パイプを木製ハンマーで打ち込んだ。静止ミキサーを
内装したY字管を注入パイプにセットし、表1における
製造例4の(A) 、(B) 成分および水を(B) 成分/(A) +
水(重量比)が2.1/1 〜2.3/1 となるような割合で手押
し注入ポンプにより1孔あたり約1〜3リットル注入し
た。Example 3 A crack was generated in the flat floor and the rising corner portion of the roof brick floor of a two-story building made of reinforced bricks, and water was leaking downstairs during rainfall. For this crack, use a drill with a diameter of 10 mm to drill 50 holes with a depth of about 5 cm at a pitch of about 30 cm, blow off the shavings and dust in the holes with compressed air, and then remove the absorbent cotton on the holes. It was put on 5 mm thick and an injection pipe with an outer diameter of about 10 mm was hammered in from above with a wooden hammer. A Y-shaped tube equipped with a static mixer was set in an injection pipe, and the components (A) and (B) and water in Production Example 4 in Table 1 were added to component (B) / (A) +
About 1 to 3 liters of water was injected per hole by a manual injection pump at a ratio of water (weight ratio) of 2.1 / 1 to 2.3 / 1.
【0057】注入後、注入パイプを取り除き、コルク栓
を打ち込み、モルタルを塗布して仕上げた。約2週間後
に激しい降雨があったが、以前のような漏水はまったく
発生せず、クラックシールおよび止水に大変有効なこと
が立証された。After the injection, the injection pipe was removed, a cork stopper was driven in, and mortar was applied to finish. After about two weeks, there was heavy rainfall, but no water leakage as before, and it was proved to be very effective for crack sealing and water stopping.
【0058】[0058]
【発明の効果】本発明の注入薬液組成物およびそれを用
いた安定強化止水工法は、以下に述べる効果を奏する。INDUSTRIAL APPLICABILITY The injectable liquid composition of the present invention and the stable water-stop construction method using the same have the following effects.
【0059】 注入薬液組成物を大量に注入しても蓄
熱によるスコーチ火災のおそれがない。Even if a large amount of the injected chemical composition is injected, there is no risk of scorch fire due to heat storage.
【0060】 多量の水が用いられているため、注入
薬液組成物の粘性が低く、注入作業がしやすく、土質な
どへの浸透性にすぐれている。Since a large amount of water is used, the viscosity of the injectable liquid chemical composition is low, the injecting operation is easy, and the permeability to soil is excellent.
【0061】 水を有効成分として配合するため、低
コストであり、経済的である。Since water is added as an active ingredient, the cost is low and it is economical.
【0062】 固結体の強度が大きいので、不安定岩
盤ないし地盤の安定強化に有効である。Since the strength of the solidified body is high, it is effective for the stable strengthening of unstable rock or ground.
【0063】このように、本発明の注入薬液組成物を用
いた安定化止水工法は、すぐれた特徴を有しており、一
般山岳トンネルはもちろんのこと、既設トンネルの補
修、都市土木やシールド工事、さらには人工構造物の補
修工事などにおいて安定強化および止水をするのにきわ
めて有効である。As described above, the stabilized water stopping method using the injectable liquid chemical composition of the present invention has excellent characteristics, and it is possible to repair not only general mountain tunnels but also existing tunnels, urban civil engineering and shields. It is extremely effective for stabilizing and stopping water in construction work and repair work of artificial structures.
Claims (3)
アミン化合物、(B) 有機ポリイソシアネート化合物、な
らびに(C) 前記(A) 成分と(B) 成分との合計量100 重量
部に対して5重量部以上の水からなる土質などの安定化
用注入薬液組成物。1. A weight ratio of (A) polyol and / or organic polyamine compound, (B) organic polyisocyanate compound, and (C) 100 parts by weight of the total amount of the (A) component and (B) component. An injectable liquid composition for stabilizing soil and the like, which is composed of more than 1 part of water.
孔を穿設し、前記孔内に中空の注入ボルトを挿入し、ボ
ルトの開口部から請求項1記載の安定化用注入薬液組成
物を岩盤ないし地盤に注入し、固結させることを特徴と
する岩盤ないし地盤の安定強化止水工法。2. The stabilizing injection liquid chemical composition according to claim 1, wherein a plurality of holes are formed in the rock or ground at predetermined intervals, hollow injection bolts are inserted into the holes, and the openings of the bolts are used for stabilization. A stable and water-stopping construction method for rocks or ground characterized by injecting an object into rocks or ground to solidify.
入パイプを介して請求項1記載の安定化用注入薬液組成
物を人工構造物に注入し、固結させることを特徴とする
人工構造物の安定強化止水工法。3. An artificial structure characterized in that an injection pipe is inserted into the artificial structure, and the stabilizing injectable liquid chemical composition according to claim 1 is injected into the artificial structure through the injection pipe to be solidified. Stabilization and waterproofing method for structures.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4064834A JPH0726263A (en) | 1992-03-23 | 1992-03-23 | Grout composition for stabilization of soil or the like and work of stabilization, strengthening and water stop of soil therewith |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4064834A JPH0726263A (en) | 1992-03-23 | 1992-03-23 | Grout composition for stabilization of soil or the like and work of stabilization, strengthening and water stop of soil therewith |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0726263A true JPH0726263A (en) | 1995-01-27 |
Family
ID=13269677
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4064834A Pending JPH0726263A (en) | 1992-03-23 | 1992-03-23 | Grout composition for stabilization of soil or the like and work of stabilization, strengthening and water stop of soil therewith |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0726263A (en) |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10212480A (en) * | 1997-01-30 | 1998-08-11 | Tokai Rubber Ind Ltd | Stabilization of natural ground and device used therefor |
JPH10212481A (en) * | 1997-01-30 | 1998-08-11 | Tokai Rubber Ind Ltd | Chemical liquid composition for forming foam for filling cave |
JP2002302666A (en) * | 2001-04-05 | 2002-10-18 | Dai Ichi Kogyo Seiyaku Co Ltd | Flash-setting water stop material and water stop method |
JP2002338944A (en) * | 2001-05-18 | 2002-11-27 | Nhk Spring Co Ltd | Low density cutting-off urethane foam sealing material |
JP2003160779A (en) * | 2001-11-26 | 2003-06-06 | Nhk Spring Co Ltd | Urethane foam sealing material |
JP2015117304A (en) * | 2013-12-18 | 2015-06-25 | 第一工業製薬株式会社 | Grouting chemical composition for soil stabilizing, strengthening, and water stopping and stabilizing, strengthening, and water stopping method using the same |
JP2019001840A (en) * | 2017-06-12 | 2019-01-10 | 旭有機材株式会社 | Agent liquid composition for grouting |
JP2019001839A (en) * | 2017-06-12 | 2019-01-10 | 旭有機材株式会社 | Agent liquid composition for grouting |
JP2019001838A (en) * | 2017-06-12 | 2019-01-10 | 旭有機材株式会社 | Agent liquid composition for grouting |
JP2019172777A (en) * | 2018-03-28 | 2019-10-10 | 第一工業製薬株式会社 | Grouting chemical composition for soil stabilization/strengthening/water stoppage, and stabilization/strengthening/water stoppage method using the same |
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-
1992
- 1992-03-23 JP JP4064834A patent/JPH0726263A/en active Pending
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10212480A (en) * | 1997-01-30 | 1998-08-11 | Tokai Rubber Ind Ltd | Stabilization of natural ground and device used therefor |
JPH10212481A (en) * | 1997-01-30 | 1998-08-11 | Tokai Rubber Ind Ltd | Chemical liquid composition for forming foam for filling cave |
JP2002302666A (en) * | 2001-04-05 | 2002-10-18 | Dai Ichi Kogyo Seiyaku Co Ltd | Flash-setting water stop material and water stop method |
JP2002338944A (en) * | 2001-05-18 | 2002-11-27 | Nhk Spring Co Ltd | Low density cutting-off urethane foam sealing material |
JP4748629B2 (en) * | 2001-05-18 | 2011-08-17 | 日本発條株式会社 | Low density water-resistant urethane foam sealant |
JP2003160779A (en) * | 2001-11-26 | 2003-06-06 | Nhk Spring Co Ltd | Urethane foam sealing material |
JP2015117304A (en) * | 2013-12-18 | 2015-06-25 | 第一工業製薬株式会社 | Grouting chemical composition for soil stabilizing, strengthening, and water stopping and stabilizing, strengthening, and water stopping method using the same |
JP2019001840A (en) * | 2017-06-12 | 2019-01-10 | 旭有機材株式会社 | Agent liquid composition for grouting |
JP2019001839A (en) * | 2017-06-12 | 2019-01-10 | 旭有機材株式会社 | Agent liquid composition for grouting |
JP2019001838A (en) * | 2017-06-12 | 2019-01-10 | 旭有機材株式会社 | Agent liquid composition for grouting |
JP2021119247A (en) * | 2017-06-12 | 2021-08-12 | 旭有機材株式会社 | Chemical composition for ground injection |
JP2019172777A (en) * | 2018-03-28 | 2019-10-10 | 第一工業製薬株式会社 | Grouting chemical composition for soil stabilization/strengthening/water stoppage, and stabilization/strengthening/water stoppage method using the same |
JP2021113433A (en) * | 2020-01-17 | 2021-08-05 | 第一工業製薬株式会社 | Ground consolidation agent and ground consolidation method using the same |
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