JPS58191811A - Prevention of leak of water from ground - Google Patents
Prevention of leak of water from groundInfo
- Publication number
- JPS58191811A JPS58191811A JP7271882A JP7271882A JPS58191811A JP S58191811 A JPS58191811 A JP S58191811A JP 7271882 A JP7271882 A JP 7271882A JP 7271882 A JP7271882 A JP 7271882A JP S58191811 A JPS58191811 A JP S58191811A
- Authority
- JP
- Japan
- Prior art keywords
- water
- ground
- swelled
- gelled
- resin
- 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 58
- 230000002265 prevention Effects 0.000 title description 5
- 238000000034 method Methods 0.000 claims abstract description 11
- 239000000843 powder Substances 0.000 claims description 23
- 239000000919 ceramic Substances 0.000 claims description 5
- LYCAIKOWRPUZTN-UHFFFAOYSA-N Ethylene glycol Chemical compound OCCO LYCAIKOWRPUZTN-UHFFFAOYSA-N 0.000 abstract description 10
- 239000008187 granular material Substances 0.000 abstract description 9
- 229920005989 resin Polymers 0.000 abstract description 8
- 239000011347 resin Substances 0.000 abstract description 8
- 239000003673 groundwater Substances 0.000 abstract description 5
- 239000007788 liquid Substances 0.000 abstract description 5
- 150000001298 alcohols Chemical class 0.000 abstract description 2
- 229920002239 polyacrylonitrile Polymers 0.000 abstract description 2
- 238000010521 absorption reaction Methods 0.000 abstract 2
- 229920001577 copolymer Polymers 0.000 abstract 1
- 229920000578 graft copolymer Polymers 0.000 abstract 1
- 239000003921 oil Substances 0.000 abstract 1
- PEDCQBHIVMGVHV-UHFFFAOYSA-N Glycerine Chemical compound OCC(O)CO PEDCQBHIVMGVHV-UHFFFAOYSA-N 0.000 description 9
- 235000013339 cereals Nutrition 0.000 description 8
- 239000002002 slurry Substances 0.000 description 6
- 235000011187 glycerol Nutrition 0.000 description 4
- 240000007594 Oryza sativa Species 0.000 description 3
- 235000007164 Oryza sativa Nutrition 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 235000009566 rice Nutrition 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 230000004888 barrier function Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 150000001875 compounds Chemical class 0.000 description 2
- 238000005755 formation reaction Methods 0.000 description 2
- WGCNASOHLSPBMP-UHFFFAOYSA-N hydroxyacetaldehyde Natural products OCC=O WGCNASOHLSPBMP-UHFFFAOYSA-N 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 230000035699 permeability Effects 0.000 description 2
- 150000003839 salts Chemical class 0.000 description 2
- 239000000243 solution Substances 0.000 description 2
- 244000267222 Brasenia schreberi Species 0.000 description 1
- 235000006506 Brasenia schreberi Nutrition 0.000 description 1
- 240000002791 Brassica napus Species 0.000 description 1
- 235000011293 Brassica napus Nutrition 0.000 description 1
- 235000000540 Brassica rapa subsp rapa Nutrition 0.000 description 1
- UXVMQQNJUSDDNG-UHFFFAOYSA-L Calcium chloride Chemical compound [Cl-].[Cl-].[Ca+2] UXVMQQNJUSDDNG-UHFFFAOYSA-L 0.000 description 1
- 229920002134 Carboxymethyl cellulose Polymers 0.000 description 1
- 241000272194 Ciconiiformes Species 0.000 description 1
- LFQSCWFLJHTTHZ-UHFFFAOYSA-N Ethanol Chemical compound CCO LFQSCWFLJHTTHZ-UHFFFAOYSA-N 0.000 description 1
- 239000005977 Ethylene Substances 0.000 description 1
- 244000068988 Glycine max Species 0.000 description 1
- 235000010469 Glycine max Nutrition 0.000 description 1
- CERQOIWHTDAKMF-UHFFFAOYSA-M Methacrylate Chemical compound CC(=C)C([O-])=O CERQOIWHTDAKMF-UHFFFAOYSA-M 0.000 description 1
- WHNWPMSKXPGLAX-UHFFFAOYSA-N N-Vinyl-2-pyrrolidone Chemical compound C=CN1CCCC1=O WHNWPMSKXPGLAX-UHFFFAOYSA-N 0.000 description 1
- 229920003171 Poly (ethylene oxide) Polymers 0.000 description 1
- 239000004372 Polyvinyl alcohol Substances 0.000 description 1
- 241001474791 Proboscis Species 0.000 description 1
- 239000004373 Pullulan Substances 0.000 description 1
- 229920001218 Pullulan Polymers 0.000 description 1
- NMFHJNAPXOMSRX-PUPDPRJKSA-N [(1r)-3-(3,4-dimethoxyphenyl)-1-[3-(2-morpholin-4-ylethoxy)phenyl]propyl] (2s)-1-[(2s)-2-(3,4,5-trimethoxyphenyl)butanoyl]piperidine-2-carboxylate Chemical compound C([C@@H](OC(=O)[C@@H]1CCCCN1C(=O)[C@@H](CC)C=1C=C(OC)C(OC)=C(OC)C=1)C=1C=C(OCCN2CCOCC2)C=CC=1)CC1=CC=C(OC)C(OC)=C1 NMFHJNAPXOMSRX-PUPDPRJKSA-N 0.000 description 1
- -1 acrylamide compound Chemical class 0.000 description 1
- 238000001467 acupuncture Methods 0.000 description 1
- 238000013019 agitation Methods 0.000 description 1
- 239000001110 calcium chloride Substances 0.000 description 1
- 229910001628 calcium chloride Inorganic materials 0.000 description 1
- 150000001721 carbon Chemical class 0.000 description 1
- 239000001768 carboxy methyl cellulose Substances 0.000 description 1
- 235000010948 carboxy methyl cellulose Nutrition 0.000 description 1
- 239000008112 carboxymethyl-cellulose Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 235000014113 dietary fatty acids Nutrition 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003792 electrolyte Substances 0.000 description 1
- 239000000194 fatty acid Substances 0.000 description 1
- 229930195729 fatty acid Natural products 0.000 description 1
- 150000004665 fatty acids Chemical class 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 238000001879 gelation Methods 0.000 description 1
- 238000007654 immersion Methods 0.000 description 1
- FPYJFEHAWHCUMM-UHFFFAOYSA-N maleic anhydride Chemical compound O=C1OC(=O)C=C1 FPYJFEHAWHCUMM-UHFFFAOYSA-N 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 235000013372 meat Nutrition 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 229920001495 poly(sodium acrylate) polymer Polymers 0.000 description 1
- 229920002401 polyacrylamide Polymers 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 229920002451 polyvinyl alcohol Polymers 0.000 description 1
- 235000019423 pullulan Nutrition 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- NNMHYFLPFNGQFZ-UHFFFAOYSA-M sodium polyacrylate Chemical compound [Na+].[O-]C(=O)C=C NNMHYFLPFNGQFZ-UHFFFAOYSA-M 0.000 description 1
- 125000003011 styrenyl group Chemical class [H]\C(*)=C(/[H])C1=C([H])C([H])=C([H])C([H])=C1[H] 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 210000003813 thumb Anatomy 0.000 description 1
- 230000037303 wrinkles Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Soil Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
Description
【発明の詳細な説明】
この発明Fi地盤からの漏水防止法、さらに詳しくμト
ン不ルエ@VCおける掘削地盤等からの出水t−訪止す
41M水防止法に関する。その目的1よ作業か容易で一
水防止幼米が確実である漏水防止法tm峯するにある。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for preventing water leakage from ground, and more specifically to a method for preventing water leakage from excavated ground, etc. in μton Furue@VC. Purpose 1 is to use a water leakage prevention method that is easy to operate and ensures that young rice is water-proof.
従来、地下水勢の地盤からの漏水を防止するには、例え
ばトンネルエ拳の一合には地盤中に一1L杜傘液を圧入
しゲル化あるいは硬化せしめる千獣が株られていた。し
かし多量の水がある所ではグル化する前に希釈されて効
果t−発現しなかったシ、ケル化タイムの―贅が困難で
あったり、あるいは所散の位置に浸透する前にゲル化す
るなどして確実性が^い漏水防止ができなかった。tた
、地盤を地下水の水位以下の閑さまで掘削する場合には
、クエルボイント勢で水替えし、漏水を防止しなけれは
ならず、さらに地下水の供給が多く、透水性が^い地盤
の所ではシートパイルや県液の注入も必賛となる。従っ
て、漏水防止の作業に多大の+1klt−賛し、確実性
も必ずしWbI!6いものではなかった。Conventionally, in order to prevent underground water from leaking from the ground, for example, in tunnel equipment, a method of injecting 11 L of mortar liquid into the ground and gelling or hardening it was used. However, in places where there is a large amount of water, it may be diluted before gelatinization and the effect may not be achieved, or it may be difficult to gel the gelation time, or it may gel before it penetrates into various locations. As a result, water leakage could not be prevented with certainty. In addition, when excavating the ground below the groundwater level, it is necessary to change the water using a quellboint force to prevent water leakage. In this case, sheet pile and injection of prefectural liquid are also recommended. Therefore, I would like to give a big thumbs up to the work to prevent water leakage, and the certainty is definitely WbI! 6 It wasn't ugly.
この発明は上mlのごとき問題点にs1目してなされた
ものであり、その%値は、吸水して彫濶グル化する性質
tもつvM脂粉粒捧【非水系献座と共に地盤中に圧入し
、この樹脂粉′8.座【地盤中の水分を吸水すること&
Cよルl#洞ゲル化せしめる漏水防止法である。This invention was made in view of the problems such as the above ml, and its % value is based on vM oil powder grains [pressed into the ground together with non-aqueous materials], which have the property of absorbing water and forming into clay. And this resin powder '8. [Absorbing moisture in the ground &
This is a method to prevent water leakage by gelling the Chole l# cavity.
この防止法は、吸水して膨潤する樹脂粉粒体(以下率に
1IIf脂粉粒体とズう)t−非水水液体に混合しスラ
リー状になし地盤中iCC大人るので、作業性が^〈樹
脂粉粒体は地盤内によく浸透し、地ト水が蒐れ躬い浸透
注地艦や地盤関−内に一部((−込!ll込1れる。ま
た、非水系敵陣と共に圧入−J′句ため叫m粉粒捧1よ
圧入、攪透時に地下水Ku;を俵鍼慰する償金が少なく
倣細な粉粒状を保つため、l1lN+祠し1鉦への浸透
がml督されることもない。This prevention method improves workability by mixing resin powder and granules that absorb water and swell (hereinafter referred to as 1IIf fat powder and granules) into a non-aqueous water liquid to form a slurry and deposit iCC in the ground. (Resin powder and granules penetrate well into the ground, and water is sown into the ground and some parts ((-included!ll included) are included in the ground barrier and ground barrier.In addition, it is injected together with non-aqueous enemy formations. -J' for the sake of shouting m powder grains 1, press-in, and during agitation, the amount of acupuncture of underground water Ku; is small, and in order to maintain a fine powder shape, the penetration into l1lN + shrine 1 gong is controlled by ml. Not at all.
ju!麹の虐建位置に浸透した餉脂粉粒体は、共に圧入
された非水系敵陣か拡畝し、地下水に置快さ’ILLと
ともに、地ト水に耐融し、これを吸水し−℃撃調グル化
し地盤内に不透水性層を形成f′る。%に非水系敵陣と
共に圧入し友崎脂粉粒I+1ユ地ト水が4通し易い浸逍
性地盤十堆盤間隙内VC−犬p(込り込むことかできる
ので、増率よく鋤大に1水tP)i止することかできる
。Ju! The soybean fat powder that penetrated the koji's destroyed position expands like a non-aqueous enemy's base that was injected together with it, and is resistant to ground water and absorbs it, causing a -℃ shock. The soil becomes regulated and an impermeable layer is formed in the ground. %, Tomozaki oil powder grains I + 1 water can easily pass through the permeable ground VC-dog p (it can be penetrated, so the rate of increase is 1 water to the size of a plow) tP) i can be stopped.
この晃四で用いる吸水して撃調ケル化する鵬膓としては
、水に#解することなく、水を吸収しでの会櫨t−叙惜
から干憎遅くに彰濶するもの倉いり。−えd%lIl粉
−1クリロニトリルあるいはal!紛〜メタアクリレー
トグラフト共ム合物、ホリアクリロニトリルfビニルニ
スデル−エチレン糸不飽和カルボン戚共1合f+D部分
加水分Ha、スルフォン化スチレン勢の颯水泰倉導入し
たポリマー、ポリエチレンオキサイド、ポリビニルアル
コール、ホリビニルピロリドン、ポリアクリル戚ンーダ
、ポリアクリルアミド、カルボキシメチルセルロース、
ポリアクリル酸ソーダ、アクリルアミド共ム合捧、プル
ラン等水浴性−分子化曾豐の放射11[射−十メナレン
ヒスアクリルアミド、ジクq−ル#績、エヒクロールヒ
ドリン、アルナヒドli4等乗倫剤にょる架41iI吻
、蛾水蕪の一部を域藺基で1供したもの、インブチレン
と無水マレイン酸との共ム1gjなどがφけられる。As for the penguin used in this Koushi, which absorbs water and turns into a powerful force, it does not understand water, but instead absorbs water and slowly changes its shape from the beginning to the end. -Ed%lIl powder-1 Chrylonitrile or al! Powder to methacrylate graft compound, polyacrylonitrile f vinylnisder-ethylene thread unsaturated carbon relative compound f+D partially hydrolyzed Ha, sulfonated styrene-based polymer introduced by Yasushi Sasui, polyethylene oxide, polyvinyl alcohol, Vinylpyrrolidone, polyacrylic powder, polyacrylamide, carboxymethyl cellulose,
Sodium polyacrylate, acrylamide compound, pullulan, etc. Water-bathable molecularization agents Nyoruka 41iI proboscis, a part of moth water turnip prepared with 100g, and a combination of imbutylene and maleic anhydride 1gj are used.
コnう陶kllt4は一部に塩化カルシウム等)電解質
水浴液に嵌触すると、S鋪ゲル化する機能を失なう。従
って、必j2なM関副水防止倉竹なった恢、小賢となっ
たならは、これら電%X5at−圧大してI#綱クり比
した冑繍粉粒捧tにの粉粒体状に戻し、水の改a注に@
傷−rることができる。When some ceramics (such as calcium chloride) come into contact with an electrolyte water bath solution, they lose their ability to form a gel. Therefore, if it becomes necessary to prevent the M-seki side water, and if it becomes a small wise, these electric % Revert to , and add a note to water@
It can be damaged.
こ11ら園側は粉粒体として用いる。その粉粒体とし一
〇用いる。その粉粒14は通常o、05騙〜1、011
JI根廣でわ9、余9大さいと非水系敵陣と拘−なスラ
リー状とならず、地盤中への浸透性力・低トし、〃・つ
、膨祠クル化が遅くなp好盪しく シk い。These 11 are used as powder and granules by the nursery school. Use it as a powder or granule. The powder grains 14 are usually o, 05 deception to 1,011
JI Nehiro Dewa 9, Yu 9 sized, it does not form a slurry that is difficult to form with non-aqueous enemy formations, has low permeability into the ground, and is slow to expand. I'm very nervous.
非水系敵陣としては、/1tll(脂肪酸グリセラ1
)’ 、 4:J禰糸^−豐◆)、アルコール類、エチ
レンクリコール、グリセリン、ポリグロヒレングリコー
ル皆から適訳でさ、率一体必るいは混辻庫として用いる
ことかで86゜アルコール類。As a non-aqueous enemy, /1tll (fatty acid glycerol 1
)', 4:J Neito^-豐◆), alcohols, ethylene glycol, glycerin, polyglohylene glycol. kind.
エナレノダリコール、グリセリンlボリグロヒレングリ
コール等、水層性りるいは親水性a捧倉用いると、m*
中に出入した絵、地ド水とOaL侠〃・早く、宵脂粉紋
捧の膨關クル化の時期を早めるhc幼米かめる。これら
の条件と対象地盤。When using water-layered or hydrophilic a-hyukura, such as enalenodalicol, glycerin, and polyglohylene glycol, m*
The picture that came in and out, the land water and the OaL chivalry, quickly, the hc young rice that hastened the time of expansion of the night fat powder. These conditions and the target ground.
1悼レベル、作煩条件勢とl[t、非水系敵陣の耐或は
火にδれる。At 1st level, it is affected by the resistance and fire of the non-aqueous enemy.
以F、この副木法による施ニガt−挙けて説明f な。Hereinafter, I will give a detailed explanation of how this splint method is applied.
実施例1:トン不ル工◆にお(る出水防止。Example 1: Preventing water leakage due to ton failure work◆.
園側粉粒捧献の組成:
非水$敵陣(グリセリン) 2ムm酩を攪拌スンリ
〜状となし7t4の。The composition of the powder offering on the side of the garden: non-water $ enemy camp (glycerin) 2 mm of alcohol was stirred into a shape of 7 tons and 4 tons.
圧入ガ滅:
第1図にnニーjことく、旭−円A、B堆点にボーリン
ク孔倉社出して七1スラリー歎t60ta人した。結果
に第1表に小−t。Press-in failure: In Figure 1, Bolink Kokurasha was sent to Asahi-Yen A and B points, and 60 tons of slurry was produced in Figure 1. The results are shown in Table 1.
(第1表)
この実施例では、冑脂粉粒捧か非水系IfIL捧ととt
y(−、塊ト水が反透し易い地点にム点的に浸透(−て
A!J込み、−ト水に振触し又1調グル比し1、止水層
t形成し作条性よく、かつ効率、経啓性よ\、−夾t(
−水を防止でき次。(Table 1) In this example, the powdered fat powder and the non-aqueous IfIL were used.
y (-, agglomerates penetrate into points where water is likely to permeate (-), including A!J, - shake the water and form a water-stop layer at It's easy to use, efficient, and economical.
-Can prevent water from coming.
なお゛、41凶におい−(,11ユ肉騎粉粒捧非水氷敵
スフリー、2はタンク、3はコ/ルッサー、41よホー
リング孔、5は地銀間−16は比へ威l紬ゲル1Lシた
陶繍扮粒庫でるる。Nao゛, 41 bad smell - (, 11 Yu meat knight powder grain non-water ice enemy Soufri, 2 is tank, 3 is Co/Lusser, 41 is hole hole, 5 is Jiginma - 16 is Hi hei l Tsumugi gel 1L ceramic embroidery costume warehouse Ruru.
人7111iシ112:伽−庵鉦の法1抹禮礪2凶のご
と龜、地士水位7が^く、水の浸透t+:ンシ・尚いJ
t&I鉦8を細811 L、−C法向9を形成Iるe(
肖って、繭配犬施例1と同様組成の冑脂扮粒体の丼水系
猷体スラリーを、床間9位置に宿ってm鉦[′書′C押
大した壮大バイア’ 10 i紅白して注入し友。仕入
し^園側粉粒体tユ丼水*叡座とも1C旭磐8内に−透
し、地下水と振触し彰−ケル1ヒしたF14b=初粒座
6となり、止水層t形成し、広面−こ↓・Wjる漏水を
防止了゛ることかでさた。Person 7111i shi 112: Ka-an gong's law 1 erasure 礪 2 evil god's sake, Jishi water level 7 is ^^, water penetration t+: Nshi Naoi J
T & I key 8 to form 811 L, -C direction 9 (
Then, a bowl of water-based slurry of granules with the same composition as in Example 1 was placed in the 9th position of the alcove. Then inject your friend. Purchased powder and granules from the garden t Yudon water * Eiza and 1C Asahiwa 8 - Transparent, shaken with groundwater, Akira - Kel 1 immersion F14b = first grain 6, water stop layer t It was possible to prevent water leakage by forming a wide surface.
k$このような揚曾VCは、ウェルポイン)$1おい(
水替えしなρ・ら掘削し/l WJれはならず、維持″
に塩に多大の労力を処女とし、地下水の供給JIL′が
多く、地#1の浸透性が鏑い礪酋にtよシートパイルや
薬液の仕入が必黄で必つ友。しかしこの方法によると作
条か容易で止水効果が一夷で&)り、法面を崩壊せしめ
ることもなかった。k$ Such a Yangzheng VC is a well point) $1 hey (
Do not change the water and excavate / l WJ should not be removed and maintained.
In addition, a lot of effort is put into salt, and there is a lot of underground water supply, and the permeability of ground #1 is high, and sheet piles and chemical solutions are a must-have companion. However, with this method, it was easy to create rows, the water was stopped instantly, and the slope did not collapse.
実Jmtl15:聞軸止水−
I!ijJ配夾施ガ1と同様組成の四線粉粒体の丼水系
猷捧スンリーに譲6図のごとく、止水層を構築すべ龜地
銀11にオーガー12で地銀11i慌拌しつつ壮大した
。此入葛れた一&1&収f4−は地−ト水に吸収して影
調グル化した両画粉粒体は相互にムなり酋って連続し’
tc、m易止水−13を形成することかでl!友。Real Jmtl15: Hydraulic water stop - I! As shown in Figure 6, a water stop layer was constructed using a four-line powder and granular material with the same composition as in IjJ 1, and the auger 12 was used in the local bank 11i to build a water stop layer. The two powder particles that were absorbed into the ground water and turned into shadow-toned particles are mutually concentrated and continuous.
Is it possible to form tc, m easy water stop-13? friend.
従来は止水−を設ける((nは、地盤を掘削し°Lコン
クリー)kfl設して4条した9、7−)パイル婚を蝙
込+−施工していた。cの犬處りの止水−は施工が極め
て容易で6り、し〃・も黴去するに肖っては、塩化力ル
シクム等の電解買水浴液に仕入することりこよって、容
易に虐水注を回復することができる。従米の止水−1i
撤去j′るのをこ多大の労力を必歎とする。Conventionally, a water stop was installed ((n is the ground was excavated and concrete was constructed) and four rows were installed (9, 7-) by digging the pile joint. It is extremely easy to install the water stop in the dog seat c. You can recover Sansuichu. Jumei's water stop-1i
It would require a great deal of effort to remove it.
夾趨しリ4:シールド1&でのjIIlII11改良−
4凶のことく濤水層14がめる1皺15i1Hシールド
上伝で−〜するに白り、7一ルド機16の蹟tmカ・ら
此人パイグ1oを繭り地盤15に仲人し、陶8II扮収
庫の非水系献スラリーを壮大した。樹脂a粒体は吸水し
て影調ケル1ヒした陶讃粉収体6倉ル處し、1膳の1j
II水が防止できたOtた同時tcJt&l皺の栢庸カ
が見地し、掘削土砂の波動性訳書に幼米かめり、泥水シ
ールド工法での逸泥防止、土圧シールドでの掘削土砂の
M轟防止に浚t[友幼米を殆渾した。Continuation 4: jIIIlII11 improvement in shield 1 &
4 In the story of the 15i 1H shield that contains the water layer 14 of evil, it becomes white, and the 71 Rudo machine 16's tmka and this person cocoon Pyg 1o and intercede in the ground 15, Sue 8II The non-aqueous slurry in the storage room has been expanded. Resin A grains absorb water and have a dark tone, and store 6 jars of ceramic powder, one serving of 1j.
II Water could be prevented at the same time, and at the same time tcJt&l wrinkles were observed, young rice camber was caused by the wave nature of excavated soil, prevention of mud slippage by the mud water shield method, and M roar of excavated soil by earth pressure shield. To prevent this, I dredged most of my friends.
結氷を嬉2表に乃く丁。I'm so happy with the freezing.
(第2次)
4 1!i!1111のr16率なd四重11Dはこの
発明の犬施−〇tホ1もので、總1図は実施丙IQトン
イル1拳におりる川水防止のモテル#r向凶、42凶は
夷−−2の掘削地盤の龜向株−の坂耐向図、總6図は^
1鉤6の(資)易止水−の坂IIFI聞凶、44図舎ユ
夾厖ガ4の7−ルド1法での地胤改良状−の楓断園凶で
わる。(Second) 4 1! i! 1111's r16 rate d quadruple 11D is the Inuse-〇tho 1 of this invention, and the first figure is the river water prevention motel #r direction that falls into the implementation C IQ tonil 1 fist, and the 42 - - The slope bearing map of the excavated ground in 2 -, Figure 6 is ^
1 hook 6 (equity) easy water stop-nosaka IIFI failure, 44 illustrations Yukakuga 4 7-Land 1 Law - Kaede Danen-Kai.
1・・・・・・1llk粉粒座非水系敵スラリー、2・
・・・タンク、3・・自・・コンンレッサー、4・・・
・・・ホーリング孔、5・・・・・・塩m1関−1b・
・・・・・影調ケル+1=1゜た寓酋粉粒座、7・・・
・・・地)水位、8・・・・・・地−19・・・・・・
法面、10・・・・・・注入バイン、11・・・・・・
地銀、12・・・・・・オーガー、13・・・・・・I
′IIi易止水蝋、14・・・・・・渣水層、15・・
・・・・地腫、16・・・・・・シールド機。1...1llk Powdered grain non-aqueous enemy slurry, 2.
...tank, 3... own condenser, 4...
...Hole hole, 5...Salt m1 seki-1b.
...Shadow tone Kel + 1 = 1 degree, 7...
...Earth) Water level, 8...Earth-19...
Slope, 10...Injection Vine, 11...
Local bank, 12... Auger, 13...I
'IIi Water-stop wax, 14...Residue layer, 15...
...geoma, 16...shield machine.
第1図 第 2 図 第3図 第4図 IC:。Figure 1 Figure 2 Figure 3 Figure 4 IC:.
Claims (1)
陶脂粉S体t−非水系献体と共に地盤中に圧入し、この
陶&aa捧tm盤中の水分を吸水することによV#調グ
ル化せしめること【%値とする地盤力・らの−水防比法
。[Claims] Ceramic powder S body which has the property of gelling when mixed with fil & water is injected into the ground together with a non-aqueous donor body, and by absorbing the moisture in this ceramic & aa sacrifice TM board. V# Toggle adjustment [Ground force/rano-water protection ratio method as a percentage value.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7271882A JPS58191811A (en) | 1982-04-30 | 1982-04-30 | Prevention of leak of water from ground |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7271882A JPS58191811A (en) | 1982-04-30 | 1982-04-30 | Prevention of leak of water from ground |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS58191811A true JPS58191811A (en) | 1983-11-09 |
Family
ID=13497407
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7271882A Pending JPS58191811A (en) | 1982-04-30 | 1982-04-30 | Prevention of leak of water from ground |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58191811A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS60223518A (en) * | 1984-04-19 | 1985-11-08 | Takenaka Komuten Co Ltd | Improvement work of weak and viscous ground |
JPH05133185A (en) * | 1991-11-08 | 1993-05-28 | Ohbayashi Corp | Method of propulsion construction |
JP2014156733A (en) * | 2013-02-15 | 2014-08-28 | Waseda Univ | Construction method of permeable foundation |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS58189415A (en) * | 1982-04-28 | 1983-11-05 | Kajima Corp | Construction of cut-off wall |
-
1982
- 1982-04-30 JP JP7271882A patent/JPS58191811A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS58189415A (en) * | 1982-04-28 | 1983-11-05 | Kajima Corp | Construction of cut-off wall |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS60223518A (en) * | 1984-04-19 | 1985-11-08 | Takenaka Komuten Co Ltd | Improvement work of weak and viscous ground |
JPH0214487B2 (en) * | 1984-04-19 | 1990-04-09 | Takenaka Komuten Kk | |
JPH05133185A (en) * | 1991-11-08 | 1993-05-28 | Ohbayashi Corp | Method of propulsion construction |
JP2014156733A (en) * | 2013-02-15 | 2014-08-28 | Waseda Univ | Construction method of permeable foundation |
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