JPS6340919B2 - - Google Patents
Info
- Publication number
- JPS6340919B2 JPS6340919B2 JP56078643A JP7864381A JPS6340919B2 JP S6340919 B2 JPS6340919 B2 JP S6340919B2 JP 56078643 A JP56078643 A JP 56078643A JP 7864381 A JP7864381 A JP 7864381A JP S6340919 B2 JPS6340919 B2 JP S6340919B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- foam
- segment
- segments
- skin layer
- 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.)
- Expired
Links
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- 125000000484 butyl group Chemical group [H]C([*])([H])C([H])([H])C([H])([H])C([H])([H])[H] 0.000 description 5
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- 239000002253 acid Substances 0.000 description 3
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- 239000004800 polyvinyl chloride Substances 0.000 description 3
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- DVKJHBMWWAPEIU-UHFFFAOYSA-N toluene 2,4-diisocyanate Chemical compound CC1=CC=C(N=C=O)C=C1N=C=O DVKJHBMWWAPEIU-UHFFFAOYSA-N 0.000 description 3
- RTZKZFJDLAIYFH-UHFFFAOYSA-N Diethyl ether Chemical compound CCOCC RTZKZFJDLAIYFH-UHFFFAOYSA-N 0.000 description 2
- 229920002943 EPDM rubber Polymers 0.000 description 2
- LYCAIKOWRPUZTN-UHFFFAOYSA-N Ethylene glycol Chemical compound OCCO LYCAIKOWRPUZTN-UHFFFAOYSA-N 0.000 description 2
- 229920000181 Ethylene propylene rubber Polymers 0.000 description 2
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- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 2
- 229910000278 bentonite Inorganic materials 0.000 description 2
- 239000000440 bentonite Substances 0.000 description 2
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 description 2
- 150000001875 compounds Chemical class 0.000 description 2
- 239000000539 dimer Substances 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- HQQADJVZYDDRJT-UHFFFAOYSA-N ethene;prop-1-ene Chemical group C=C.CC=C HQQADJVZYDDRJT-UHFFFAOYSA-N 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 229920001084 poly(chloroprene) Polymers 0.000 description 2
- 229920001155 polypropylene Polymers 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000004925 Acrylic resin Substances 0.000 description 1
- MQIUGAXCHLFZKX-UHFFFAOYSA-N Di-n-octyl phthalate Natural products CCCCCCCCOC(=O)C1=CC=CC=C1C(=O)OCCCCCCCC MQIUGAXCHLFZKX-UHFFFAOYSA-N 0.000 description 1
- 239000004606 Fillers/Extenders Substances 0.000 description 1
- 244000043261 Hevea brasiliensis Species 0.000 description 1
- 239000004721 Polyphenylene oxide Substances 0.000 description 1
- ZJCCRDAZUWHFQH-UHFFFAOYSA-N Trimethylolpropane Chemical compound CCC(CO)(CO)CO ZJCCRDAZUWHFQH-UHFFFAOYSA-N 0.000 description 1
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- BJQHLKABXJIVAM-UHFFFAOYSA-N bis(2-ethylhexyl) phthalate Chemical compound CCCCC(CC)COC(=O)C1=CC=CC=C1C(=O)OCC(CC)CCCC BJQHLKABXJIVAM-UHFFFAOYSA-N 0.000 description 1
- 229920005549 butyl rubber Polymers 0.000 description 1
- 239000004359 castor oil Substances 0.000 description 1
- 235000019438 castor oil Nutrition 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 229920003244 diene elastomer Polymers 0.000 description 1
- 150000001993 dienes Chemical class 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 210000000497 foam cell Anatomy 0.000 description 1
- 229920001821 foam rubber Polymers 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 239000004088 foaming agent Substances 0.000 description 1
- 239000011888 foil Substances 0.000 description 1
- ZEMPKEQAKRGZGQ-XOQCFJPHSA-N glycerol triricinoleate Natural products CCCCCC[C@@H](O)CC=CCCCCCCCC(=O)OC[C@@H](COC(=O)CCCCCCCC=CC[C@@H](O)CCCCCC)OC(=O)CCCCCCCC=CC[C@H](O)CCCCCC ZEMPKEQAKRGZGQ-XOQCFJPHSA-N 0.000 description 1
- 150000002483 hydrogen compounds Chemical class 0.000 description 1
- WGCNASOHLSPBMP-UHFFFAOYSA-N hydroxyacetaldehyde Natural products OCC=O WGCNASOHLSPBMP-UHFFFAOYSA-N 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 229920003052 natural elastomer Polymers 0.000 description 1
- 229920001194 natural rubber Polymers 0.000 description 1
- 239000003921 oil Substances 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 239000004014 plasticizer Substances 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- 229920005906 polyester polyol Polymers 0.000 description 1
- 229920000570 polyether Polymers 0.000 description 1
- 229920013716 polyethylene resin Polymers 0.000 description 1
- 229920000098 polyolefin Polymers 0.000 description 1
- 229920005672 polyolefin resin Polymers 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 229920003051 synthetic elastomer Polymers 0.000 description 1
- 239000005061 synthetic rubber Substances 0.000 description 1
- 239000003784 tall oil Substances 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
- 239000004636 vulcanized rubber Substances 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
- 238000010626 work up procedure Methods 0.000 description 1
Landscapes
- Lining And Supports For Tunnels (AREA)
Description
本発明はシールド工法によるシールドセグメン
トの組付けに使用する止水材及びその施工法に関
する。
従来のシールドセグメントの組付け用止水材を
大きく分類すると、(1)非発泡の固型止水材、(2)独
立気泡固型止水材に区分され、(1)の止水材として
は例えば固型ブチル止水材、固型タール系止水
材、(2)の止水材としては例えばポリエチレン独立
発泡止水材、ゴム系独立発泡止水材が挙げられ
る。これらの止水材が使用されている理由は通気
性が全くなく水を透過しないこと、また固型ブチ
ル止水材等のように流動変形するものであること
が絶対に必要であると考えられていたためであ
る。
しかしながら、これらの止水材を実際に現場で
施工すると、止水性が劣り大きく漏水することが
多く、止水性が優れかつ施工性の高い止水材が要
望されている。
本発明者らは従来の問題点を解決すべく、シー
ルドセグメントの止水機構を追求した結果、従来
とは全く異なる理論を見出し、これを解決し得
た。
従来の止水材を使用して施工した場合における
止水について詳細に検討した結果、次の事が分つ
た。
(1) 特に粘着性を有する固型ブチル止水材は、セ
グメントを坑道内に搬入し組付けるまでの間
に、砂、小石ほこり等が付着し止水材表面に隙
間を生じたり、または小石等の表面に隙間があ
つたりするため、これらの隙間から漏水するこ
とが多い。
(2) 坑道内へ運び込む時、セグメントに取付けた
止水材が、固型止水材であるとワイヤー等に接
して圧縮され復元し難いため、組付け後その部
分に隙間が生ずる。
(3) セグメントの寸法精度のバラツキ及び組付け
時のボルトの締付けの違い、また特にシールド
トンネルのカーブ部分等により、設計通りの均
一組付け精度が得られないため、硬さの大きい
止水材ではセグメント間の特に大きな応力のか
かつた部分で律促され、他の部分は圧縮されず
隙間が生ずる。
(4) セグメントの組付け時にセグメントに設けら
れたボルト穴を合せるため、挿入セグメントを
繰返し移動させる。固さが大きい固型止水材は
この繰返し移動時に摩擦抵抗が大きいため、止
水材が変形したりあるいはセグメントから剥離
し隙間が生ずる。
(5) セグメントの坑道内へ搬入する過程で、硬さ
の大きい固型止水材は、周囲の物及びセグメン
ト間の衝突によつて止水材自身の体積を減ずる
ことによる逃げがとれずセグメントから止水材
がはげたりあるいは破れたりして隙間が生ず
る。ポリエチレンやゴムの発泡体も独立気泡の
ため上記と同様に対応できず、固型止水材と同
様にセグメントの組立時および搬入時に破れた
り、セグメントから剥れたりする事が多い。
(6) 固型ブチル止水材は夏期の気温の高い時に熱
変形を起して所定の貼付け位置に定位しない場
合があり、さらに、形状が不均一となり部分的
に隙間が生ずる。
以上のように、従来の止水材は理論的には完全
止水できるように考えられるが、実擦には止水し
難いことを知見した。
すなわち、シールドセグメントの組付けの実際
施工においては、セグメントの精度及び組付け時
の精度から、セグメント間隙は大きな場合、4〜
6mm以上の大きさとなる。
従つて、シール材として4〜6mm以上の厚さの
ものを必要とし、これをシールドシヤツターを用
いて組付けてゆくと、従来タイプの止水材ではセ
グメント間に挿入された止水材が十分に復元追従
できず、隙間をなくし得ないので、増し締めを必
要とし、それだけ現場作業が煩雑となるため、増
し締めを要しないものが望まれている。
本発明者らはこれらの従来の止水材の欠点を解
消すべく研究の結果、従来のシールドセグメント
用止水材の定説であつた非発泡体であるか、ある
いは独立気泡体であることが必要であるとするこ
とを覆えし、連続気泡体で少なくとも連続気泡率
が51%以上のものが好ましく、またこの止水材の
少なくとも一面にスキン層を有するものがよいこ
と。またその施工に当つてはセグメント表面に対
し、スキン層がほぼ直角になるように使用するこ
とが好ましいことを知見し得た。この知見に基づ
いて本発明を完成したものである。
図面に基づいてシールドセグメント(以下セグ
メントと言う)とその組付けについて説明する。
第1図はセグメントの斜視図、第2図はセグメ
ントの一部組付けの斜視図、第3図はシールド施
工後の横断面図、第4図はシールド施工後の縦断
面である。
1aはセグメントを連結するボルト穴、1bは
止水材2を貼付けるセグメントの側面、1cはセ
グメント1を相互に連結した連結部、3は裏ごめ
材、4は2次ライニング面、5は地山、6はトン
ネル内部、7はシールドジヤツキ、8はシールド
本体、9はシールド本体のテール部を示す。セグ
メント1は初め屋外に放置され、その後坑道内に
搬入されるが、シール材2がブチル止水材のよう
な粘着性を有するものであると、その間その表面
に小石、砂、ほこり等が付着され、1cのように
組付けた場合、その接合面に小石等がはさまり隙
間が生じ漏水の原因となる。セグメント1の搬入
に際し、ロープ等でしばると、セグメント1に貼
合せられた固型止水材2にロープが接触圧縮され
復元し難いため組付け後その部分に隙間が生ず
る。
セグメント1は通常1リングずつシールド本体
8のテール部で組付けられ、シールドジヤツキ7
でトンネル6内方向に押出される。またセグメン
ト1の組付け時にセグメント1の連結用ボルト穴
1aを合せるため、セグメント1同志を繰返しず
り合せるため、止水材2が従来の固型止水材であ
ると、止水材2の逃げ場がなく、破れたりあるい
は更に止水材にせんだん力が働き、セグメントか
ら剥れたりし漏水の原因となる。
本発明はこのセグメントの組付け用の止水材で
あり、連続気泡率が51%以上のゴムまたはプラス
チツク発泡体で少なくとも1面にスキン層を有す
るものである。
本発明において言う連続気泡率とは、AST−
1940−62T(1962)に基づいて測定された独立気
泡率及び連続気泡率から下記式によつて求めたも
のを言う。
本発明において言う連続気泡率=連続気泡率/独立
気泡率+連続気泡率×100
該連続気泡率が51%より低いと、セグメントの
組付け時にセグメントの連結用ボルト穴を合せる
ため、セグメントを繰返しずり合せる過程で止水
材の逃げ場がなく、止水材が破れたり、セグメン
トから剥れたりする。
連続気泡率が51%以上であると、非発泡体また
は独立気泡体と異なり、セグメント組付け後、裏
込め材を注入する時にシール材部分が完全に密閉
状態にならず、少量ずつ空気が逃げるので、裏込
め材を完全に充填することができる。
一般にシールド工事においては、セグメントの
組付け精度としては、実際には1mm〜3mmの間隙
の場合が多いが、場合によつては4mm以上になる
場合があり、また圧縮率を大きくして使用する方
が防水性能を高め得るので、止水材の厚さは4mm
以上であることが好ましく、時によつては7mm以
上必要とする場合もある。
ここに言う圧縮率とは、
圧縮前の発泡体の厚さ−圧縮後の発泡体の厚さ/圧
縮前の発泡体の厚さ×100
を示す。
本発明の止水材の少なくとも片面に設けるスキ
ン層は次のような作用効果を奏する。
(1) セグメント組付用止水材は通常の止水材の止
水作用以外の作用が要求される。セグメントと
して組付けられた後、地盤沈下を防ぐため裏ご
め材が注入される。この場合、注入される裏ご
め材の圧力は、2〜5Kg/cm2、場合によつて5
〜7Kg/cm2にも達することがある。止水材が柔
軟な連続気泡率が51%以上であるため、裏ごめ
材の注入時の注入圧力によつて変形し、裏ごめ
材がセグメントから流出されることがあるが、
スキン層を設けることによつて、止水材の剛性
を増すことができ、裏ごめ材の流出を防止する
ことができる。
(2) 連続気泡率が51%以上であるため、それ自体
の防水性能は独立気泡性のものに比べて劣るの
で、これを目標圧縮率まで圧縮して使用する。
セグメントの組付けに際しては、セグメントの
精度や施工の精度から目標の圧縮率の2〜3倍
の空隙が生ずることがあるが、スキン層はこの
ような圧縮状態に対しても高い安定した防水性
を保つことができる。
(3) 裏ごめ材をセグメント裏側に注入する際、止
水材の1部から空気が逃げることによつて均一
に裏ごめ材を充填し得られる。止水材にスキン
層を設けることによつて空気が逃がれるための
連続気泡率を大きくしても防水性能を低下させ
ることがなく行うことができる。
本発明において使用する連続気泡率が51%以上
のゴムまたはプラスチツク発泡体としては、スキ
ン層にほぼ直角面に対しての直角方向の25%圧縮
硬さが、15g〜500g/cm2好ましくは50g〜400
g/cm2、スキン層を含む発泡体密度が0.02g〜
0.5g/cm2、引張り強度が0.3Kg/cm2以上であるこ
とが好ましい。25%圧縮硬さが15g/cm2より低い
と、圧縮時の反発応力が小さいため、相手セグメ
ントへの密着性が劣り、止水性が悪くなり、500
g/cm2を超えると反発応力が大きくなりすぎ、作
業性及びセグメント組付け時に止水材が破損、移
動を来たす欠点が生ずる。密度が0.5g/cm2を超
えると非発泡体に近ずき、組付けまでの取扱い作
業時及びセグメントをシールドジヤツキーにて組
付け時に圧縮された状態でのせん断力で破損、変
形、移動を起こす欠点が生じ、0.02gより低いと
圧縮率が高いことが必要となり、漏水の防止が困
難となる。引張り強度が0.3Kg/cm2以上、好まし
くは0.6Kg/cm2であることがよい。これより低い
と作業時に破損し、漏水の原因となる。
本発明において使用する発泡体としては、例え
ばポリアクリル樹脂、ポリウレタン樹脂、ポリ塩
化ビニル樹脂、ポリエチレン、ポリプロピレン等
のポリオレフイン樹脂、赤スポンジ等の天然ゴ
ム、一般にEPM、EPDMと呼ばれているエチレ
ン・プロピレンゴム、クロロプレンゴム等の合成
ゴム等の発泡体が挙げられる。しかし、ポリ塩化
ビニル系樹脂、エチレンプロピレンゴム、クロロ
プレンゴムおよびポリウレタン樹脂、特にポリウ
レタン樹脂の発泡体が好ましい。ポリウレタン樹
脂の発泡体としては、汎用のものでもよいが、発
泡体を構成しているウレタン組成物が疎水性であ
ることが好ましい。疎水性のウレタン発泡体とし
ては、例えば原料であるポリヒドロキシ化合物に
ジエン系、ダイマー酸系、ヒマシ油系、またはト
ール油系等の活性水素化合物を使用して合成され
たものが挙げられる。しかしこれらの疎水性発泡
体に限定されるものではなく、該発泡体の10mm厚
さのものをアルミニウム箔にはさみ、180〜200
℃、圧力40〜50Kg/cm2でプレスしてフイルム状と
なし、水との接触角が少なくとも90度以上となる
ものであればよい。
本発明の止水材を実際に施工するに当り、下記
の条件を満すことにより、更にその効果を大きく
することができる。
止水材を貼付けたセグメントを組付けるに当
り、施工後の止水材の平均圧縮密度が少なくとも
0.25g/cm3以上、好ましくは0.4g/cm3以上にす
るのがよい。
またセグメント組付け時にセグメントに貼付け
てある止水材に加わる圧力は少なくとも10Kg/cm2
以上好ましくは50Kg/cm2以上の力で圧縮すること
がよい。
止水材は第5図に示すように、スキン層の少な
くとも一つがセグメント表面に対し、直角になる
ように位置させてセグメント1の全面周囲に貼付
けるか、あるいはセグメントの2面とその端コー
ナーに貼付けることが好ましい。また、止水材を
セグメント側面途中で継ぎ合せる場合には第6図
に示すような3種類の方法、特に6−1および6
−2の方法がよい。そしてセグメントのコーナー
部における止水材の貼合せの方法は第7図に示す
ように、主止水材を他の同種または異種の止水材
を用いて平行かつ接触して貼り合せるか、あるい
は貼り材10を上部から貼付けるようにすること
が好ましい。また止水材をセグメント組付け後、
裏ごめ材を注入して止水材の連通穴に裏ごめ材を
含浸させると防止性を向上し得られる。
従来の非発泡固型止水材や独立気泡固型止水材
の場合、特に裏ごめ材の有無により止水性能は変
化しない。
しかし、本発明の止水材は連続気泡発泡体から
なつているので、圧縮して使用することが好まし
い。従つてセグメントの組付け時に部分的に圧縮
率が低い所が生じ止水性能を低下させる場合があ
る。この場合裏ごめ材を注入すると、止水材の気
泡内に裏ごめ材が入り、止水性能を向上させるこ
とができる。裏ごめ材の注入時期は一次覆工がテ
ールを脱出してから50時間以内に注入することが
好ましい。注入時期が100時間を超えると、テー
ルボイドに砂れき等がボイド内に落下充填され、
裏ごめ材が十分充填されず、止水性能が低下す
る。裏ごめ材にベントナイト系の充填材を添加す
ると、より効果が大きい。セメントとベントナイ
トの混合比は1:0.1〜1:1、特に1:0.2〜
1:1が好ましい。
本発明の発泡体の通気度は140c.c./cm2/sec以
下、好ましくは50c.c./cm2/sec以下であることが
よい。通気度が140c.c./cm2/secより大きくなる
と、圧縮しても防水し難く、またセグメント組付
後に行う裏ごめ材の注入する際、裏ごめ材が発泡
体気泡中に緻密に充填せず防水性能を向上し得な
い。ここに言う通気度とは、JIS−L−1004、フ
ラジール型法による発泡体厚さ10mmのときのもの
である。
また、本発明において言う連続気泡率51%以上
と言うのは、連続気泡率がセグメント組付け後51
%以上であることを言う。従つてセグメント組付
け前、連続気泡率が51%以下であつてもセグメン
ト組付けに際して、連続気泡され51%以上になる
ものも含む。発泡体の引張り強度が3Kg/cm2以下
の51%未満の連続気泡体はセグメント組付け時、
連続気泡化が容易である。この種の発泡体は圧縮
前連続気泡率が51%未満であつても本発明の範囲
に入る。スキン層は発泡体の製造時に形成させた
ものでも、またスキン層を有しない発泡体に接着
剤や溶融法等の後処理でスキン層を形成させても
よい。スキン層は第8図に示すように、1面より
も多面に設ける(2)、(3)、(4)の如きものが好まし
い。
実施例 1〜8
次の組成ならびに構造の止水材を作り、漏水試
験を行つた。止水材の大きさは、厚さ10mm、幅10
mm、内径55mmφの打ち抜き孔を形成させた。
止水材
1 疎水性ポリウレタン発泡体(ダイマー酸ポリ
エステルポリオールとトリレンジイソシアナー
ト、水を使用して発泡体とした)で1面にスキ
ン層を有するもの。
2 疎水性ポリウレタン発泡体(前記1と同じ発
泡体)で対称2面にスキン層を有するもの。
3 疎水性ポリウレタン発泡体(前記1と同じ発
泡体)で4面にスキン層を有するもの。
4 ポリ塩化ビニル軟質発泡体(塩化ビニル樹脂
をジオクチルフタレートで可塑化したものを発
泡させた)で1面にスキン層を有するもの。
5 ポリエーテル型ウレタン発泡体(ポリプロピ
レンエーテルグリコールとトリレンジイソシア
ナート、水を使用して発泡体とした)で一面に
スキン層を有するもの。
6 ポリエステル型ウレタン発泡体(アジチン
酸、ジエチレングリコール、トリメチロールプ
ロパンから合成されたポリエステルと、トリレ
ンジイソシアナート、水で発泡させた発泡体)
で1面にスキン層を有するもの。
7 エチレンプロピレン、ジエンゴム(ポリエチ
レンプロピレン系ゴムにナフテン系伸展油、低
分子ポリオレフイン、ブチルゴム等の充填剤を
混合し、有機発泡剤で発泡させた発泡体)で、
一面にスキン層を有するもの。
8 ポリエチレン連続気泡体(ポリエチレン樹脂
に低分子可塑剤を混合し、発泡させたもの)
で、一面にスキン層を有するもの。なお、スキ
ン層はポリウレタン発泡体では1体でスキン層
を形成させたが、他の樹脂発泡体では接着剤、
粘着剤を用いて後処理でスキン層を形成させ
た。
これらの止水材の物性は次の通りのものであつ
た。
The present invention relates to a water-stopping material used for assembling shield segments using a shield construction method, and a construction method thereof. Conventional water-stopping materials for assembling shield segments can be roughly classified into (1) non-foamed solid water-stopping materials, and (2) closed-cell solid waterstopping materials. Examples of the water-stopping material (2) include a solid butyl water-stopping material and a solid tar-based waterstopping material, and examples of the waterstopping material (2) include a polyethylene closed-cell foam waterstopping material and a rubber-based closed-cell foam waterstopping material. The reason why these waterproof materials are used is that they have no air permeability and do not allow water to pass through, and it is absolutely necessary that they are fluid and deformable, such as solid butyl waterproof materials. This is because However, when these water-stopping materials are actually constructed on-site, they often have poor water-stopping properties and leak significantly, so there is a demand for water-stopping materials that have excellent water-stopping properties and are easy to construct. In order to solve the conventional problems, the present inventors pursued a water-stopping mechanism of the shield segment, and as a result, discovered a completely different theory from the conventional ones, and were able to solve this problem. As a result of a detailed study of water stoppage when constructed using conventional waterstop materials, we found the following. (1) Particularly sticky solid butyl water-stopping materials may have sand, pebble dust, etc. adhering to them and creating gaps on the surface of the water-stopping material, or pebbles may form between the segments being carried into the tunnel and being assembled. Because there are gaps in the surfaces of the walls, water often leaks from these gaps. (2) When carrying the segment into the tunnel, if the water stop material attached to the segment is a solid water stop material, it will be compressed when it comes into contact with wires, etc. and will be difficult to restore, so a gap will be created in that part after assembly. (3) Due to variations in the dimensional accuracy of the segments, differences in the tightening of bolts during assembly, and especially the curved parts of the shield tunnel, uniform assembly accuracy as designed cannot be achieved. In this case, the parts between the segments where a particularly large stress is applied are compressed, and the other parts are not compressed, resulting in gaps. (4) Move the inserted segment repeatedly to align the bolt holes provided in the segment when assembling the segment. Since the solid water stop material has a high degree of hardness and has a large frictional resistance during this repeated movement, the water stop material may be deformed or peeled off from the segments, creating a gap. (5) During the process of transporting the segments into the tunnel, the solid water-stopping material, which has a large hardness, reduces the volume of the water-stopping material itself due to collisions with surrounding objects and between segments, and cannot escape. The water stop material peels off or tears, creating gaps. Since polyethylene and rubber foams have closed cells, they cannot be handled in the same way as above, and like solid water-stopping materials, they often tear or peel off from the segments when assembling or transporting the segments. (6) Solid butyl water sealing material may undergo thermal deformation during high temperatures in summer and may not be placed in the desired position, and furthermore, the shape may be uneven and gaps may occur in some areas. As described above, it has been found that although conventional water-stopping materials are theoretically capable of completely stopping water, it is difficult to stop water during actual rubbing. In other words, in actual construction of shield segment assembly, if the segment gap is large due to the accuracy of the segments and the accuracy at the time of assembly,
The size is 6mm or more. Therefore, a seal material with a thickness of 4 to 6 mm or more is required, and when this is assembled using a shield shutter, the water stop material inserted between the segments is Since the restoration cannot be followed sufficiently and the gap cannot be eliminated, retightening is required, which complicates the work on site, so there is a desire for something that does not require retightening. The inventors of the present invention conducted research to resolve the drawbacks of these conventional water-stopping materials, and found that the conventional water-stopping materials for shield segments were either non-foamed materials or closed-cell materials. It is preferable to be an open cell material with an open cell ratio of at least 51% or more, and to have a skin layer on at least one surface of the waterproof material. In addition, it has been found that during construction, it is preferable to use the skin layer so that it is approximately perpendicular to the segment surface. The present invention was completed based on this knowledge. Shield segments (hereinafter referred to as segments) and their assembly will be explained based on the drawings. FIG. 1 is a perspective view of a segment, FIG. 2 is a perspective view of a partially assembled segment, FIG. 3 is a cross-sectional view after shield construction, and FIG. 4 is a longitudinal cross-section after shield construction. 1a is the bolt hole that connects the segments, 1b is the side surface of the segment to which the water stop material 2 is pasted, 1c is the connection part that connects the segments 1 to each other, 3 is the backing material, 4 is the secondary lining surface, and 5 is the side surface of the segment. 6 indicates the inside of the tunnel, 7 indicates the shield jack, 8 indicates the shield body, and 9 indicates the tail portion of the shield body. Segment 1 is initially left outdoors and then brought into the mine shaft, but if the sealing material 2 is sticky such as butyl water stop material, pebbles, sand, dust, etc. may adhere to its surface during this time. When assembled as in 1c, pebbles or the like may get caught in the joint surfaces, creating gaps and causing water leakage. If the segments 1 are tied with a rope or the like when being carried in, the rope will come into contact with the solid water stop material 2 bonded to the segment 1 and be compressed, making it difficult to recover, resulting in a gap at that portion after assembly. Segment 1 is usually assembled one ring at a time at the tail of shield body 8, and is attached to shield jack 7.
It is pushed out in the direction of the tunnel 6. In addition, when assembling the segments 1, in order to align the connecting bolt holes 1a of the segments 1, and to repeatedly shift the segments 1 together, if the water stop material 2 is a conventional solid water stop material, there is no escape area for the water stop material 2. If there is no seal, the material may tear, or shearing force acts on the water-stopping material, causing it to separate from the segment, causing water leakage. The present invention is a waterproof material for assembling this segment, which is made of rubber or plastic foam with an open cell ratio of 51% or more and has a skin layer on at least one side. In the present invention, the open cell ratio refers to AST-
1940-62T (1962), calculated from the closed cell ratio and open cell ratio using the following formula. In the present invention, open cell ratio = open cell ratio / closed cell ratio + open cell ratio × 100 If the open cell ratio is lower than 51%, the segments must be repeated to match the connecting bolt holes of the segments when assembling the segments. During the alignment process, there is no place for the water stop material to escape, causing it to tear or peel off from the segments. If the open cell ratio is 51% or more, unlike non-foamed or closed cell materials, the sealing material part will not be completely sealed when backfilling material is injected after segment assembly, and air will escape little by little. Therefore, the backfill material can be completely filled. In general, in shield construction, the accuracy of segment assembly is often 1 mm to 3 mm, but in some cases the gap may be 4 mm or more, and the compression ratio is increased. The thickness of the water-stopping material should be 4 mm, as this can improve waterproof performance.
It is preferable that the thickness is 7 mm or more, and in some cases, 7 mm or more is required. The compression rate referred to here is: Thickness of foam before compression - Thickness of foam after compression / Thickness of foam before compression x 100. The skin layer provided on at least one side of the water stop material of the present invention has the following effects. (1) Water-stopping materials for segment assembly are required to have a water-stopping effect other than that of ordinary water-stopping materials. After the segments are assembled, backing material is injected to prevent ground subsidence. In this case, the pressure of the injected backing material is 2 to 5 kg/cm 2 , or 5 kg/cm 2 in some cases.
It can reach ~7Kg/ cm2 . Since the water stop material is flexible and has an open cell ratio of 51% or more, it may be deformed by the injection pressure when the backing material is injected, and the backing material may flow out of the segment.
By providing the skin layer, the rigidity of the waterproof material can be increased and the leakage of the backing material can be prevented. (2) Since the open cell ratio is 51% or more, its waterproof performance is inferior to that of closed cell materials, so it is used after being compressed to the target compression ratio.
When assembling segments, gaps that are two to three times the target compression rate may occur due to segment precision and construction precision, but the skin layer has a highly stable waterproof property even under such compression conditions. can be kept. (3) When injecting the backing material into the back side of the segment, air escapes from a portion of the water-stopping material, allowing the backing material to be filled uniformly. By providing a skin layer on the waterproof material, it is possible to increase the open cell ratio for air to escape without reducing the waterproof performance. The rubber or plastic foam with an open cell ratio of 51% or more used in the present invention has a 25% compression hardness in a direction perpendicular to a plane substantially perpendicular to the skin layer of 15 g to 500 g/ cm2 , preferably 50 g. ~400
g/cm 2 , foam density including skin layer from 0.02g
It is preferable that the tensile strength is 0.5 g/cm 2 or more, and the tensile strength is 0.3 Kg/cm 2 or more. If the 25% compression hardness is lower than 15g/ cm2 , the rebound stress during compression is small, resulting in poor adhesion to the other segment and poor water-stopping properties.
If it exceeds g/cm 2 , the repulsion stress becomes too large, resulting in problems such as workability and damage and movement of the water stop material during segment assembly. If the density exceeds 0.5 g/cm 2 , it approaches a non-foamed material and will break, deform, or move due to the shear force in the compressed state during handling work up to assembly and when assembling the segments with a shield jacket key. If it is lower than 0.02g, a high compressibility is required, making it difficult to prevent water leakage. The tensile strength is preferably 0.3 Kg/cm 2 or more, preferably 0.6 Kg/cm 2 . If it is lower than this, it may be damaged during work and cause water leakage. Examples of the foam used in the present invention include polyacrylic resin, polyurethane resin, polyvinyl chloride resin, polyolefin resin such as polyethylene and polypropylene, natural rubber such as red sponge, and ethylene propylene commonly referred to as EPM and EPDM. Examples include foams such as rubber and synthetic rubber such as chloroprene rubber. However, polyvinyl chloride resins, ethylene propylene rubber, chloroprene rubber and polyurethane resins, particularly foams of polyurethane resins, are preferred. Although a general-purpose polyurethane resin foam may be used, it is preferable that the urethane composition constituting the foam is hydrophobic. Examples of hydrophobic urethane foams include those synthesized by using active hydrogen compounds such as diene-based, dimer acid-based, castor oil-based, or tall oil-based compounds in a polyhydroxy compound as a raw material. However, it is not limited to these hydrophobic foams, and a 10 mm thick piece of the foam is sandwiched between aluminum foil and heated to 180 to 200 mm.
℃ and a pressure of 40 to 50 kg/cm 2 to form a film, and the contact angle with water is at least 90 degrees. When actually constructing the water stop material of the present invention, the effect can be further enhanced by satisfying the following conditions. When assembling segments with waterproof material pasted, it is important to ensure that the average compressed density of the waterproof material after installation is at least
The amount should be 0.25 g/cm 3 or more, preferably 0.4 g/cm 3 or more. Also, when assembling the segments, the pressure applied to the water stop material attached to the segments must be at least 10 kg/cm 2
It is preferable to compress with a force of 50 kg/cm 2 or more. As shown in Figure 5, the waterproofing material can be pasted around the entire surface of segment 1 with at least one of the skin layers positioned at right angles to the segment surface, or around two sides of the segment and its end corners. It is preferable to attach it to In addition, when joining the water-stop material in the middle of the side surface of the segment, there are three methods shown in Figure 6, especially 6-1 and 6.
-2 method is better. As shown in Figure 7, the method of pasting the water-stopping material at the corner of the segment is to paste the main water-stopping material with other water-stopping materials of the same or different types in parallel and in contact with each other, or It is preferable to apply the adhesive material 10 from above. Also, after assembling the waterproof material into segments,
By injecting a backing material and impregnating the communication hole of the water stop material with the backing material, the prevention property can be improved. In the case of conventional non-foamed solid water stop materials and closed cell solid water stop materials, the water stop performance does not change particularly depending on the presence or absence of a backing material. However, since the water stop material of the present invention is made of open-cell foam, it is preferable to compress it before use. Therefore, when assembling the segments, there may be some areas where the compressibility is low, which may reduce the water-stopping performance. In this case, when the backing material is injected, the backing material enters into the air bubbles of the water-stopping material, and the water-stopping performance can be improved. It is preferable to inject the backing material within 50 hours after the primary lining escapes from the tail. When the injection period exceeds 100 hours, gravel, etc. will fall into the tail void and fill it.
The backing material is not filled sufficiently and the water-stopping performance deteriorates. Adding bentonite-based filler to the backing material will have a greater effect. The mixing ratio of cement and bentonite is 1:0.1~1:1, especially 1:0.2~
1:1 is preferred. The air permeability of the foam of the present invention is preferably 140 c.c./cm 2 /sec or less, preferably 50 c.c./cm 2 /sec or less. If the air permeability is greater than 140 c.c./cm 2 /sec, it will be difficult to waterproof even when compressed, and when injecting the backing material after segment assembly, the backing material will be densely packed into the foam cells. It is not possible to improve waterproof performance without filling the water. The air permeability referred to here is based on JIS-L-1004, Frazier method when the foam thickness is 10 mm. In addition, in the present invention, the open cell ratio of 51% or more means that the open cell ratio is 51% or more after segment assembly.
% or more. Therefore, even if the open cell ratio is 51% or less before segment assembly, the open cell ratio is increased to 51% or more upon segment assembly. If the tensile strength of the foam is less than 51% with a tensile strength of 3 kg/cm 2 or less, when assembling segments,
Easy to create open cells. This type of foam falls within the scope of the present invention even if the open cell ratio before compression is less than 51%. The skin layer may be formed during the production of the foam, or the skin layer may be formed on a foam that does not have a skin layer by post-treatment using an adhesive or a melting method. As shown in FIG. 8, it is preferable that the skin layer be provided on multiple surfaces rather than on one surface (2), (3), and (4). Examples 1 to 8 Water stop materials having the following compositions and structures were made and water leakage tests were conducted. The size of the waterproof material is 10 mm thick and 10 mm wide.
A punched hole with an inner diameter of 55 mmφ was formed. Waterstop material 1 Hydrophobic polyurethane foam (foamed using dimer acid polyester polyol, tolylene diisocyanate, and water) having a skin layer on one side. 2 Hydrophobic polyurethane foam (same foam as 1 above) with skin layers on two symmetrical sides. 3 Hydrophobic polyurethane foam (same foam as in 1 above) with skin layers on four sides. 4 Polyvinyl chloride flexible foam (foamed from vinyl chloride resin plasticized with dioctyl phthalate) with a skin layer on one side. 5 Polyether type urethane foam (foamed using polypropylene ether glycol, tolylene diisocyanate, and water) with a skin layer on one side. 6 Polyester-type urethane foam (foam foamed with polyester synthesized from aditic acid, diethylene glycol, and trimethylolpropane, tolylene diisocyanate, and water)
and has a skin layer on one side. 7 Ethylene propylene, diene rubber (a foam made by mixing polyethylene propylene rubber with fillers such as naphthenic extender oil, low-molecular polyolefin, butyl rubber, and foaming with an organic foaming agent),
Something with a skin layer on one side. 8 Polyethylene open cell foam (polyethylene resin mixed with low molecular plasticizer and foamed)
It has a skin layer on one side. In addition, the skin layer was formed by one piece in the case of polyurethane foam, but in the case of other resin foams, adhesive,
A skin layer was formed in post-treatment using an adhesive. The physical properties of these waterproof materials were as follows.
【表】
なお、
1 引張り強度はJIS6301加硫ゴム試験機により
測定した。
2 硬さはJISA9514硬質ウレタンフオーム保温
材圧縮硬さの試験に準じて測定した。
3 試験場所の標準状態については、JISZ8703
−1976の標準温湿度状態3類で測定した。
比較例 1〜3
1 疎水性ポリウレタン発泡体(実施例1におけ
る発泡体)で、スキン層を有しないもの。
2 エチレンプロピレンジエンゴム発泡体(実施
例7と同じ発泡体)で、スキン層を有しないも
の。
3 ポリエチレン連続気泡体(実施例8と同じ発
泡体)で、スキン層を有しないもの。
漏水試験の結果は次の通りであつた。
この試験には第9図に示す試験装置を使用し
た。13は水圧流入口、14は水容器、15は
水、16はアルミニウム圧縮板、17は設定厚さ
用ボルト、18はスペンサー、2は止水材を示
す。[Table] Note that 1. Tensile strength was measured using a JIS6301 vulcanized rubber testing machine. 2. Hardness was measured according to JISA9514 hard urethane foam insulation material compression hardness test. 3. Regarding the standard conditions of the test location, please refer to JISZ8703.
-Measurements were made under the standard temperature and humidity conditions of Class 3 in 1976. Comparative Examples 1 to 3 1 Hydrophobic polyurethane foam (foam in Example 1) without a skin layer. 2 Ethylene propylene diene rubber foam (same foam as Example 7) without a skin layer. 3 Open-cell polyethylene foam (same foam as in Example 8) without skin layer. The results of the water leakage test were as follows. A test apparatus shown in FIG. 9 was used in this test. 13 is a water pressure inlet, 14 is a water container, 15 is water, 16 is an aluminum compression plate, 17 is a bolt for setting thickness, 18 is a spacer, and 2 is a water stop material.
【表】【table】
【表】
なお、水圧2Kg/cm2で試験した。
この結果からも明らかなように、スキン層を設
けることにより、耐漏水に対し優れた効果を有す
る。[Table] The test was conducted at a water pressure of 2 Kg/cm 2 . As is clear from this result, providing the skin layer has an excellent effect on water leakage resistance.
第1図はセグメントの斜視図、第2図はセグメ
ントの一部組付けの斜視図、第3図はシールド施
工後の横断面図、第4図はシールド施工後の従断
面図、第5図、第6図および第7図は止水材のセ
グメントへの貼付け図、第8図は本発明の止水材
の縦断面図、第9図は漏水試験装置の縦断面図を
示す。
1:セグメント、2:止水材、3:裏ごめ材、
8:シールドジヤツキ、8:シールド本体、9:
貼り材、11:スキン層、12:発泡体、13:
水圧流入口、14:水容器、15:水、16:圧
縮板、18:スペンサー。
Figure 1 is a perspective view of the segment, Figure 2 is a perspective view of a partially assembled segment, Figure 3 is a cross-sectional view after shield construction, Figure 4 is a sub-sectional view after shield construction, and Figure 5. , FIG. 6 and FIG. 7 are diagrams showing how the water-stopping material is attached to the segments, FIG. 8 is a longitudinal sectional view of the water-stopping material of the present invention, and FIG. 9 is a longitudinal sectional view of a water leakage test device. 1: Segment, 2: Water stop material, 3: Backing material,
8: Shield jacket, 8: Shield body, 9:
Pasting material, 11: Skin layer, 12: Foam, 13:
Water pressure inlet, 14: water container, 15: water, 16: compression plate, 18: Spencer.
Claims (1)
ク発泡体であつて、少なくとも1面にスキン層を
有するシールドセグメントの組付け用止水材。 2 スキン層にほぼ直角な面に対して直角方向の
25%圧縮硬さが15g〜500g/cm2であり、スキン
層を含む発泡体平均密度が0.5g/cm3以下、引張
り強度が0.3Kg/cm2以上である特許請求の範囲第
1項記載の止水材。 3 連続気泡率が51%以上のゴム又はプラスチツ
ク発泡体であつて、少なくとも1面にスキン層を
有する止水材をシールドセグメントに貼るに当
り、セグメント表面に対して少なくとも1面にス
キン層がほぼ直角になるようにし、貼付け後、シ
ールドセグメントをリング状にセツトし、裏ごめ
材をセグメント裏面に注入することを特徴とする
シールド施工法。[Scope of Claims] 1. A water-stopping material for assembling a shield segment, which is a rubber or plastic foam with an open cell ratio of 51% or more and has a skin layer on at least one surface. 2 In the direction perpendicular to the plane almost perpendicular to the skin layer
Claim 1, wherein the foam has a 25% compression hardness of 15 g/cm 2 to 500 g/cm 2 , an average density of the foam including the skin layer of 0.5 g/cm 3 or less, and a tensile strength of 0.3 Kg/cm 2 or more. waterproof material. 3. When applying a water-stopping material that is a rubber or plastic foam with an open cell ratio of 51% or more and has a skin layer on at least one surface to the shield segment, the skin layer should be approximately equal to the surface of the segment on at least one surface. A shield construction method characterized by making the shield segments at right angles, setting the shield segments in a ring shape after pasting, and injecting backing material into the back of the segments.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP56078643A JPS57193700A (en) | 1981-05-26 | 1981-05-26 | Cut-off material for incorporating shield segment and its exectution method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP56078643A JPS57193700A (en) | 1981-05-26 | 1981-05-26 | Cut-off material for incorporating shield segment and its exectution method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS57193700A JPS57193700A (en) | 1982-11-29 |
JPS6340919B2 true JPS6340919B2 (en) | 1988-08-15 |
Family
ID=13667540
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP56078643A Granted JPS57193700A (en) | 1981-05-26 | 1981-05-26 | Cut-off material for incorporating shield segment and its exectution method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS57193700A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2004137874A (en) * | 2002-08-19 | 2004-05-13 | Sekisui Chem Co Ltd | Caulking material for shield segment |
JP2005256563A (en) * | 2004-03-15 | 2005-09-22 | Sekisui Chem Co Ltd | Caulking member for shield segment |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS61106600U (en) * | 1984-12-13 | 1986-07-07 |
-
1981
- 1981-05-26 JP JP56078643A patent/JPS57193700A/en active Granted
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2004137874A (en) * | 2002-08-19 | 2004-05-13 | Sekisui Chem Co Ltd | Caulking material for shield segment |
JP4646501B2 (en) * | 2002-08-19 | 2011-03-09 | 積水化学工業株式会社 | Caulking material for shield segment |
JP2005256563A (en) * | 2004-03-15 | 2005-09-22 | Sekisui Chem Co Ltd | Caulking member for shield segment |
JP4537739B2 (en) * | 2004-03-15 | 2010-09-08 | 積水化学工業株式会社 | Caulking material for shield segment |
Also Published As
Publication number | Publication date |
---|---|
JPS57193700A (en) | 1982-11-29 |
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