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JP2832799B2 - Water stopping method of segment and grout cap or segment subjected to water stopping - Google Patents
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JP2832799B2 - Water stopping method of segment and grout cap or segment subjected to water stopping - Google Patents

Water stopping method of segment and grout cap or segment subjected to water stopping

Info

Publication number
JP2832799B2
JP2832799B2 JP6196333A JP19633394A JP2832799B2 JP 2832799 B2 JP2832799 B2 JP 2832799B2 JP 6196333 A JP6196333 A JP 6196333A JP 19633394 A JP19633394 A JP 19633394A JP 2832799 B2 JP2832799 B2 JP 2832799B2
Authority
JP
Japan
Prior art keywords
water
grout
segment
material composition
stopping
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 - Lifetime
Application number
JP6196333A
Other languages
Japanese (ja)
Other versions
JPH0828189A (en
Inventor
昭宏 長延
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SURIIBONDO KK
Original Assignee
SURIIBONDO KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by SURIIBONDO KK filed Critical SURIIBONDO KK
Priority to JP6196333A priority Critical patent/JP2832799B2/en
Publication of JPH0828189A publication Critical patent/JPH0828189A/en
Application granted granted Critical
Publication of JP2832799B2 publication Critical patent/JP2832799B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、グラウト材を注入する
シールド工事において、施工後の地盤からの湧水による
セグメントのグラウト注入孔からの漏水の止水処理方法
と、当該止水処理に用いられるグラウトキャップまたは
グラウト注入孔を有するセグメントに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for stopping water leaking from a grout injection hole of a segment due to spring water from the ground after construction in a shield work for injecting grout material, and a method for use in the water stop treatment. Segment having a grout cap or grout injection hole.

【0002】[0002]

【従来の技術】前述のグラウト注入するシールド工事の
グラウト孔からの漏水を防止するために、グラウトキャ
ップにシールテープを巻き付けてグラウト注入孔に螺入
させて止水する方法が通常行われる。
2. Description of the Related Art In order to prevent water leakage from a grout hole in a shield work for grout injection, a method of winding a seal tape around a grout cap and screwing the grout into the grout injection hole to stop water is usually performed.

【0003】また、グラウト注入孔の空間に固体または
半固体の充填材を詰めて止水する工法が特開平4−17
4193に開示されている。特開昭52−151217
および特開昭53−132146では、グラウトキャッ
プの座面にゴム製のパッキンを付ける技術が開示されて
いる。
A method of filling a space of a grout injection hole with a solid or semi-solid filler and stopping water is disclosed in Japanese Patent Laid-Open No. 4-17 / 1990.
4193. JP-A-52-151217
Also, Japanese Patent Application Laid-Open No. 53-132146 discloses a technique of attaching a rubber packing to a seating surface of a grout cap.

【0004】さらに、螺着部材の固着シール方法として
水膨潤性樹脂を含むシール材を螺着部にプレコーティン
グする技術が開示さている。
Further, as a method of fixing and sealing a screwed member, a technique of pre-coating a screwed portion with a sealing material containing a water-swellable resin is disclosed.

【0005】[0005]

【発明が解決しようとする課題】グラウト材を注入する
シールド工事において、地盤からの湧水によるセグメン
トからの漏水があると、さらに改めて止水工事をしてか
らセグメントの二次履工をおこなうので工期が遅れる原
因となる。
In the shield construction where grout material is injected, if there is water leakage from the segment due to spring water from the ground, the secondary work of the segment will be performed after the water is stopped again. This causes the construction period to be delayed.

【0006】セグメント接合面間からの漏水防止の止水
方法としては、セグメントの周囲にブチルゴム状のテー
プ止水材を張り付ける方法が通常採用される。グラウト
注入孔のグラウトキャップからの漏水防止の止水処理と
しては、前述に記載の方法が施される。
[0006] As a method of preventing water leakage from between the joint surfaces of the segments, a method of attaching a butyl rubber-like tape water-stop material around the segments is usually adopted. The method described above is applied as the water stoppage treatment for preventing water leakage from the grout cap of the grout injection hole.

【0007】しかしながら、前述のグラウト注入孔に固
体または半固体の充填剤を詰める工法は止水効果は高い
が、施工コストが高くなりまた工期が長引く欠点があ
る。
However, the above-mentioned method of filling a grout injection hole with a solid or semi-solid filler has a high water-stopping effect, but has a disadvantage that the construction cost is high and the construction period is prolonged.

【0008】前述のグラウトキャップにゴム製のパッキ
ンを付ける場合は、止水効果を得るためにはゴム製パッ
キンを充分に圧縮しなければならない。そのためには、
グラウトキャップを高いトルクで締め付ける必要があ
る。しかしながら、工事現場の作業環境によってはグラ
ウトキャップを高トルクで締め付けることが困難な場合
があり、また現場の作業員の個人差によって止水効果が
得られるまで充分にグラウトキャップを締め付けない場
合があり、施工後の漏水の原因となる。
When a rubber packing is attached to the above-mentioned grout cap, the rubber packing must be sufficiently compressed in order to obtain a water stopping effect. for that purpose,
It is necessary to tighten the grout cap with high torque. However, depending on the work environment at the construction site, it may be difficult to tighten the grout cap with high torque, and due to individual differences between workers at the site, the grout cap may not be fully tightened until the water stopping effect is obtained. , Causing water leakage after construction.

【0009】また、グラウトキャップにシールテープを
巻き付ける方法は、シールテープは潤滑性があり上記の
ような高トルクでグラウトキャップを締め付けなくても
止水効果が得られる利点がある。
In addition, the method of winding the seal tape around the grout cap has the advantage that the seal tape has lubricity and the water stopping effect can be obtained with the above-mentioned high torque without tightening the grout cap.

【0010】しかしながら、グラウト注入するシールド
工事においてはグラウト材注入後すぐにグラウトキャッ
プを螺入してグラウト注入孔を封印する。そしてグラウ
ト材が硬化したかどうかを確認するために、再度グラウ
トキャップを外して、グラウト注入孔から硬化状態を検
査する必要がある。この場合、取り外したグラウトキャ
ップのシールテープは可塑性で復元力がないので、締め
付け時の螺合面の形状に変形したままで元の形状に復元
しない。従って、検査のために取り外した当該グラウト
キャップは、再使用する前に最初のシールテープを剥し
て新しくシールテープを巻き付けてから使用しなけれな
い不便さを欠点としてもっている。
However, in the shield construction for grout injection, a grout cap is screwed in immediately after grout material injection to seal the grout injection hole. Then, in order to confirm whether or not the grout material has been cured, it is necessary to remove the grout cap again and inspect the cured state from the grout injection hole. In this case, since the removed sealing tape of the grout cap is plastic and has no restoring force, it does not return to the original shape while being deformed to the shape of the screwing surface at the time of tightening. Therefore, the grout cap removed for inspection has the disadvantage that the first seal tape must be peeled off before reuse and a new seal tape must be wound before use.

【0011】[0011]

【課題を解決するための手段】本発明は、上記の従来技
術の欠点を改良したグラウト注入孔の漏水防止に関する
止水処理方法および当該方法に用いられるグラウトキャ
ップまたはセグメントに関する。
SUMMARY OF THE INVENTION The present invention relates to a method for preventing water from leaking from a grout injection hole and a grout cap or segment used in the method, which has improved the above-mentioned disadvantages of the prior art.

【0012】本発明の止水処理方法は、シールド工法の
コンクリートセグメントまたはスチールセグメントにお
いて、グラウト材を注入するためのグラウト注入孔の螺
着部またはグラウトキャップの螺着部の少なくとも一方
に、コーテイング材に吸水膨潤性樹脂を混合分散させた
止水材組成物を前もって塗布して乾燥塗膜を形成してお
き、グラウト材を注入後に前記グラウトキャップを螺入
させることでセグメントのグラウト注入孔からの漏水を
止水する方法である。
[0012] In the method of the present invention, the coating material is provided on at least one of the threaded portion of the grout injection hole for injecting the grout material or the threaded portion of the grout cap in the concrete segment or the steel segment of the shield method. A water-blocking material composition prepared by mixing and dispersing a water-absorbing swellable resin in advance to form a dry coating film, and after injecting the grout material, screwing the grout cap into the grout cap to screw in the segment from the grout injection hole. It is a method to stop water leakage.

【0013】上記の止水処理方法に用いられる本発明の
グラウトキャップは、螺着部に吸水時の膨張率が3〜1
0倍なる止水材組成物の乾燥塗膜を形成しておくことを
特徴とする。さらには、前記止水材組成物の構成成分が
アクリル樹脂の溶液にフッ素樹脂を分散したコーティン
グ材に止水材組成物の吸水時の膨張率が3〜10倍にな
る量の吸水膨潤性樹脂を混合分散させた止水材組成物を
用いることを特徴とする。
[0013] The grout cap of the present invention used in the above-described water stopping process has a coefficient of expansion of 3 to 1 at the time of water absorption in the threaded portion.
It is characterized in that a dried film of the water-stopping material composition having a volume of 0 times is formed in advance. Furthermore, a water-absorbing swellable resin is used in which a water-absorbing swelling amount of the water-stopping material composition is 3 to 10 times that of a coating material obtained by dispersing a fluorine resin in an acrylic resin solution. Characterized in that a water-stopping material composition obtained by mixing and dispersing is used.

【0014】また、前述の止水処理方法に用いられる本
発明のセグメントは、グラウト注入孔の螺着部に、止水
材組成物の吸水時の膨張率が3〜10倍になる量の吸水
性膨潤性樹脂を混合分散させた止水材組成物の乾燥塗膜
を形成しておくことを特徴とするセグメントである。
[0014] The segment of the present invention used in the above-mentioned water-stopping method is characterized in that the water-absorbing material composition has an amount of water-absorbing material having an expansion coefficient of 3 to 10 times at the threaded portion of the grout injection hole. This is a segment characterized by forming a dry coating film of a water-stopping material composition in which a water-swellable resin is mixed and dispersed.

【0015】さらには、本発明は前述の螺着部に処理し
た止水材組成物の乾燥塗膜の表面上に、ワックスまたは
オイルによる撥水性薄膜を設けたことを特徴とするグラ
ウトキャップまたはセグメントに関する。
Further, the present invention provides a grout cap or segment, wherein a water-repellent thin film made of wax or oil is provided on the surface of the dried coating film of the water-blocking material composition treated on the screwed portion. About.

【0016】本発明に用いる吸水膨張性樹脂とは、水と
接触した場合に吸水して膨潤して非流動状態を維持しう
るものであればよく、典型的には、水溶性の電解質ポリ
マーに軽度の架橋結合を導入したものである。
The water-swellable resin used in the present invention may be any resin that can absorb water and swell when it comes into contact with water to maintain a non-flowable state. This is one in which a slight cross-linking is introduced.

【0017】例として、デンプン系であるデンプン−ア
クリロニトリルグラフト重合体加水分解物やデンプン−
アクリル酸グラフト重合体等、セルロース系であるセル
ロースーアクリロニトリルグラフト重合体やカルボキシ
ルメチルセルロース架橋体、多糖類系であるヒアルロン
酸やアガロース等、タンパク質系であるコラーゲン樹脂
などの天然吸水膨張性樹脂が挙げられる。
Examples include starch-acrylonitrile graft polymer hydrolyzate and starch-based starch.
Such as acrylic acid graft polymer, cellulose-acrylonitrile graft polymer and carboxymethylcellulose cross-linked cellulose, polysaccharide-based hyaluronic acid and agarose, and natural water-swellable resin such as protein-based collagen resin. .

【0018】またその他に、ポリビニルアルコール架橋
重合体、ポリアクリル酸ナトリウム架橋体、アクリル酸
ナトリウムービニルアルコール共重合体、ポリエチレン
グリコールジアクリレート架橋重合体、無水マレイン酸
共重合体、ポリビニルピロリドン共重合体などの合成樹
脂系の吸水膨張性樹脂なども挙げられる。
In addition, crosslinked polyvinyl alcohol, crosslinked sodium polyacrylate, crosslinked sodium acrylate-vinyl alcohol, crosslinked polyethylene glycol diacrylate, maleic anhydride copolymer, polyvinylpyrrolidone copolymer And other synthetic resin-based water-swellable resins.

【0019】止水材組成物の吸水による膨張率は3〜1
0倍が好ましい。膨張率が3倍以下ではグラウト注入孔
の螺合面でのシール性が低下する。膨張率が10倍以上
では、乾燥塗膜の耐水性が低下して螺合面のシール耐久
性が低下する。好ましくは、膨張率が約7倍にすると螺
合面でのシール性および耐久性が優れ、かつグラウトキ
ャップを取り外したのち、再度当該グラウトキャップを
そのまま使用できる再使用性が優れるという効果が得ら
れる。
The coefficient of expansion of the water-blocking material composition due to water absorption is 3-1.
0 times is preferred. If the expansion rate is 3 times or less, the sealing performance at the threaded surface of the grout injection hole is reduced. When the expansion rate is 10 times or more, the water resistance of the dried coating film decreases, and the sealing durability of the screwed surface decreases. Preferably, when the expansion rate is about 7 times, the effect is obtained that the sealing performance and durability on the threaded surface are excellent, and the grout cap is removed, and then the grout cap can be used again as it is, and the reusability is excellent. .

【0020】上記の膨張率を3〜10倍にするために
は、コーティング材の固形分に対して前記吸水膨張性樹
脂を3〜20重量%を添加し分散させて止水材組成物を
調製する。ただし、膨張率は吸水膨張性樹脂の種類によ
って異なるので、所定の膨張率に合わせて吸水膨張性樹
脂の添加量を任意に変化させなければならない。
In order to make the above-mentioned expansion coefficient 3 to 10 times, the water-absorbing swellable resin is added and dispersed in 3 to 20% by weight based on the solid content of the coating material to prepare a water-stopping material composition. I do. However, since the expansion coefficient differs depending on the type of the water-swellable resin, the amount of the water-swellable resin must be arbitrarily changed according to a predetermined expansion coefficient.

【0021】本発明に用いられる止水材組成物の他方の
構成成分であるコーティング材は、アクリル樹脂、酢酸
ビニル樹脂、酢酸ビニルエチレン樹脂、ナイロン樹脂、
エポキシ樹脂、フェノール樹脂、スチレン樹脂、エステ
ル樹脂、ウレタン樹脂、ポリオレフィン樹脂、塩化ビニ
ル樹脂、ブタジエンゴム、イソプレンゴム、クロロプレ
ンゴム、アクリロニトリルゴム、アクリルゴム、多硫化
ポリ塩化ゴムなどから任意に選んだ樹脂、エラストマ
ー、ゴム等が有機溶剤に溶解した樹脂溶液、若しくは分
散したエマルジョン、ラテックス等に、炭酸カルシウ
ム、シリカ、アルミナ、酸化チタン、酸化鉄、石灰、タ
ルク、クレー、カーボン等の無機系充填剤を添加して、
螺着部に塗膜を形成することができる組成物であればよ
い。
The coating material, which is the other component of the water-stopping material composition used in the present invention, includes acrylic resin, vinyl acetate resin, vinyl acetate ethylene resin, nylon resin,
A resin arbitrarily selected from epoxy resin, phenolic resin, styrene resin, ester resin, urethane resin, polyolefin resin, vinyl chloride resin, butadiene rubber, isoprene rubber, chloroprene rubber, acrylonitrile rubber, acrylic rubber, polysulfide polychlorinated rubber, etc. Inorganic fillers such as calcium carbonate, silica, alumina, titanium oxide, iron oxide, lime, talc, clay, carbon, etc. are added to resin solutions in which elastomers, rubbers, etc. are dissolved in organic solvents, or emulsions, latexes, etc. do it,
Any composition that can form a coating film on the screwed portion may be used.

【0022】さらに、グラウトキャップをグラウト注入
孔に螺入させる際に止水材組成物の塗膜の摩擦力を軽減
させて締め込みトルクを低減させるために、前述のコー
ティング材にフッ素樹脂、グラファイト、二硫化モリブ
デン等の固体潤滑性物質を添加しておくことが好まし
い。
Further, when the grout cap is screwed into the grout injection hole, a fluororesin or graphite is added to the above-mentioned coating material in order to reduce the frictional force of the coating film of the water-stopping material composition and reduce the tightening torque. It is preferable to add a solid lubricating substance such as molybdenum disulfide or the like.

【0021】本発明の特に好ましいコーティング材とし
て、アクリル樹脂のトルエン溶液に無機充填剤の酸化チ
タンとテフロン樹脂パウダーを分散させ、さらに吸水膨
張性樹脂の分散の補助する界面活性剤を含む組成が挙げ
られる。この組成の場合が、シール性、耐久性、再利用
性、潤滑性などの特性が優れるからである。
As a particularly preferred coating material of the present invention, a composition containing a titanium oxide as an inorganic filler and a Teflon resin powder dispersed in a toluene solution of an acrylic resin, and further containing a surfactant for assisting dispersion of the water-absorbing swellable resin is exemplified. Can be This is because in the case of this composition, properties such as sealability, durability, reusability, lubricity and the like are excellent.

【0022】本発明のグラウトキャップまたはグラウト
注入孔の螺着部に止水材組成物の乾燥塗膜を形成する方
法として、刷毛塗り、スプレー塗布、デイッピング、ロ
ール転写等で塗布し、次いで乾燥または焼付けて止水材
組成物の塗膜を形成する。また、螺着部を前もって加熱
しておき止水材組成物をスプレー塗布して融着させる方
法でも塗膜を形成できる。
As a method for forming a dry coating film of the water-stopping material composition on the threaded portion of the grout cap or grout injection hole of the present invention, application by brush coating, spray coating, dipping, roll transfer, etc., and then drying or Baking to form a coating film of the water-stopping material composition. Further, a coating film can also be formed by heating the screwed portion in advance and spray-coating and fusing the water-stopping material composition.

【0023】前述の止水材組成物の乾燥塗膜は水と接触
すると膨張するので、流通段階でセグメントおよびグラ
ウトキャップが雨水に濡れたり高湿度環境で保管される
ことを避けなければならない。また、使用前に水と接触
して当該塗膜が膨張すると、グラウトキャップの締め込
む際のトルクが高くなってしまう。このため、本発明は
止水材組成物の当該塗膜の上にワックスまたはオイルを
吹き付けて薄膜状の皮膜することで、表面に撥水性を付
与させる。ワックスまたはオイルの皮膜は、当該塗膜の
水との接触を防止するだけでなく、グラウトキャップの
締め付けにおける潤滑性を付与して締め付けトルクを低
下させる働きをする。また、当皮膜は止水材組成物の構
成成分としては微量成分なので、グラウトキャップを螺
入後においての螺合面での吸水膨張を阻害することもな
く、グラウト注入孔の止水効果には悪影響はない。
Since the dried coating film of the above-mentioned waterproofing material composition expands when it comes into contact with water, it is necessary to prevent the segments and the grout cap from being wetted by rainwater or stored in a high humidity environment at the distribution stage. In addition, if the coating film expands by contact with water before use, the torque at the time of tightening the grout cap increases. Therefore, the present invention imparts water repellency to the surface by spraying wax or oil onto the coating film of the water-stopping material composition to form a thin film. The wax or oil coating not only prevents the contact of the coating with water, but also provides lubricity in tightening the grout cap and reduces the tightening torque. In addition, since this film is a trace component as a component of the water-stopping material composition, it does not hinder water absorption expansion at the screwing surface after the grout cap is screwed in. There is no adverse effect.

【0024】従って、本発明の止水処理方法とは、前も
って吸水すると膨張する止水材組成物の塗膜をグラウト
キャップまたはグラウト注入孔の少なくとも一方の螺着
部に形成しておき、セグメントを組み立ててトンネル壁
を施工しセグメントのグラウト注入孔から地盤にグラウ
ト材を注入したのち、前記グラウトキャップを前記グラ
ウト注入孔に螺入させるだけで、グラウト注入孔からの
漏水を止水できる。
Therefore, the water stopping method of the present invention comprises forming a coating film of a water stopping material composition which expands upon absorbing water in advance on at least one of the screwed portions of the grout cap or the grout injection hole, and forming the segment. After assembling and constructing a tunnel wall and injecting the grout material into the ground from the grout injection hole of the segment, simply screwing the grout cap into the grout injection hole can stop water leakage from the grout injection hole.

【0025】[0025]

【作用】本発明においてグラウト注入孔とグラウトキャ
ップの螺合面には、吸水すると3〜10倍に膨張する止
水材組成物の塗膜が形成されているので、グラウト材注
入後の地盤からの湧水がグラウトキャップの螺合面に浸
透しても、当該止水材組成物の塗膜が膨張して止水効果
を高める。
According to the present invention, a coating film of the water-stopping material composition is formed on the screwing surface of the grout injection hole and the grout cap, which expands three to ten times when water is absorbed. Even if the spring water permeates into the threaded surface of the grout cap, the coating film of the water-stopping material composition expands to enhance the water-stopping effect.

【0026】また、グラウトキャップまたはグラウト注
入孔の螺着部には前もって止水材組成物の乾燥塗膜が既
に形成されているので、トンネルなどの作業場でも止水
処理が容易にできる。
Further, since a dry coating film of the water-stopping material composition has already been formed in advance on the threaded portion of the grout cap or the grout injection hole, the water stopping process can be easily performed even in a work place such as a tunnel.

【0027】さらに、止水剤組成物の塗膜の上にワック
スまたはオイルの薄膜状の皮膜を形成しておくことで、
流通段階での水との接触による膨張を防止してグラウト
キャップまたはセグメントの商品寿命を長くすることが
できる。
Further, by forming a thin film of wax or oil on the coating film of the water stopping agent composition,
The expansion of the grout cap or segment can be prolonged by preventing swelling due to contact with water at the distribution stage.

【0028】[0028]

【実施例】下記の表1の止水剤組成物によって、本発明
の効果を説明する
EXAMPLES The effects of the present invention will be described with reference to the waterproofing compositions shown in Table 1 below.

【0029】[0029]

【表1】 [Table 1]

【0030】実施例1、比較例3 止水剤組成物No.1、および比較用組成物No.3を
PT2のテーパーネジのグラウトキャップに塗布し加熱
乾燥させて螺着部に塗膜を形成したグラウトキャップを
得た。当該グラウトキャップを止水剤組成物が無塗布の
PS2のテーパーメネジのパイプに締め付けトルク5k
gf・mで螺入して、耐圧試験のテストピースを得た。
止水剤組成物No.1を塗布したグラウトキャップを組
み付けたテストピースを実施例1とし、比較用組成物N
o.3のグラウトキャップを組み付けたテストピースを
比較例3とする。
Example 1, Comparative Example 3 No. 1 and Comparative Composition No. 1 3 was applied to a PT2 tapered screw grout cap and dried by heating to obtain a grout cap having a coating film formed on the screwed portion. Tighten the grout cap to a PS2 tapered female thread pipe to which no water blocking agent composition has been applied.
By screwing in with gf · m, a test piece for a pressure test was obtained.
The water stopping agent composition No. A test piece with a grout cap coated with No. 1 was used as Example 1 and a comparative composition N
o. The test piece to which the grout cap of No. 3 was assembled is referred to as Comparative Example 3.

【0031】実施例2、比較例4 止水剤組成物No.2と比較用組成物No.4をPS2
のテーパーメネジのパイプに塗布し、加熱乾燥させて螺
着部に塗膜を形成したパイプを得た。当該パイプに止水
剤組成物が無塗布のグラウトキャップを締め付けトルク
5kgf・mで螺入して、耐圧試験のテストピースを得
た。止水剤組成物No.2を塗布したパイプを組み付け
たテストピースを実施例2とし、比較用組成物No.4
のパイプを組み付けたテストピースを比較例4とする。
Example 2, Comparative Example 4 2 and Comparative Composition No. 2 4 for PS2
Was applied to a pipe having a tapered female thread, and dried by heating to obtain a pipe having a coating film formed on a threaded portion. A grout cap on which the water-stopping agent composition was not applied was screwed into the pipe with a tightening torque of 5 kgfm to obtain a test piece for a pressure test. The water stopping agent composition No. The test piece in which the pipe coated with No. 2 was assembled was referred to as Example 2, and Comparative Composition No. 2 was used. 4
The test piece in which the pipe was assembled is referred to as Comparative Example 4.

【0032】耐圧性試験 上記テストピースに水中に入れたのち、5kgf/cm
のエアー圧力をかけて場合の経時変化による螺合部か
らのエアーリークを確認した。耐圧性の経時変化による
エアーリークしたテストピースの個数を表2に示す。
Pressure resistance test 5 kgf / cm
An air leak from the threaded portion due to a change with time when the air pressure of No. 2 was applied was confirmed. Table 2 shows the number of test pieces that have undergone air leak due to a change with time in the pressure resistance.

【0032】[0032]

【表2】 [Table 2]

【0034】再使用性試験 前記耐圧試験と同様に、テストピースにエアー圧5kg
f/cmをかけながら24時間水中に放置したのち、
パイプとグラウトキャップを螺合部を開封した。次い
で、当該パイプとグラウトキャップを締め付けトルク5
kgf・mで再度螺入して、前述と同様に24時間の水
中浸漬の耐圧試験を行った。パイプとグラウトキャップ
を開封し再度締め付ける操作を1サイクルとして、5サ
イクルまでの場合のエアーリークしたテストピースの個
数を表3に示す。
Reusability test In the same manner as in the above-mentioned pressure resistance test, air pressure of 5 kg was applied to the test piece.
After leaving in water for 24 hours while applying f / cm 2 ,
The threaded portion of the pipe and grout cap was opened. Then tighten the pipe and grout cap with a torque of 5
The screw was again screwed in at kgfm to perform a pressure test of immersion in water for 24 hours in the same manner as described above. Table 3 shows the number of test pieces that leaked air up to 5 cycles when the operation of opening and retightening the pipe and grout cap was one cycle.

【0033】[0033]

【表3】 [Table 3]

【0034】[0034]

【発明の効果】本発明ではグラウト注入孔またはグラウ
トキャップの螺着部に吸水膨潤性樹脂成分を含む止水剤
組成物の塗膜が形成されているので、グラウト注入孔に
グラウトキャップを螺合させるだけで地盤からの湧水が
セングメントに浸透しても、前記止水剤組成剤の塗膜が
螺合部で膨潤してグラウト注入孔からの漏水を止水でき
る。また、グラウト注入孔またはグラウトキャップの螺
着部に、固体潤滑剤を含む前記止水剤組成物の塗膜を前
もって形成されているので、シールド工事の現場でグラ
ウトキャップを容易に螺入させるだけで止水効果が得ら
れる。
According to the present invention, since the coating film of the water-blocking agent composition containing the water-absorbing and swellable resin component is formed in the grout injection hole or the threaded portion of the grout cap, the grout cap is screwed into the grout injection hole. Even if the spring water from the ground penetrates into the segment only by doing so, the coating film of the water-stopping agent composition swells at the threaded portion and water leakage from the grout injection hole can be stopped. In addition, since the coating of the water-blocking agent composition including the solid lubricant is formed in advance on the grout injection hole or the threaded portion of the grout cap, the grout cap is easily screwed in at the site of the shield construction. With this, a water stopping effect can be obtained.

【0035】さらに、本発明の止水剤組成物の塗膜の表
面にワックスまたはオイルで薄膜状の撥水性の皮膜を形
成してるので、グラウトキャップまたはセグメントが流
通段階や保管段階で水に濡れても当該塗膜の吸水膨潤を
防止して製品の寿命を長く維持でき、かつ螺入も容易に
なる。
Furthermore, since a thin water-repellent film is formed on the surface of the coating film of the water-stopping agent composition of the present invention with wax or oil, the grout cap or segment becomes wet with water during the distribution stage or the storage stage. Even so, the water absorption and swelling of the coating film can be prevented, the life of the product can be maintained long, and the screwing can be easily performed.

Claims (6)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 シールド工法のコンクリートセグメント
またはスチールセグメントにおいて、グラウト材を注入
するためのグラウト注入孔の螺着部またはグラウトキャ
ップの螺着部の少なくとも一方にコーテイング材に吸水
膨潤性樹脂を混合分散させた止水材組成物を前もって塗
布して乾燥塗膜を形成し、グラウト材を注入後に前記グ
ラウトキャップを螺入させることでセグメントのグラウ
ト注入孔からの漏水を止水する方法。
In a concrete segment or a steel segment of a shield method, at least one of a threaded portion of a grout injection hole or a threaded portion of a grout cap for injecting a grout material is mixed and dispersed with a water-absorbing swellable resin in a coating material. A method in which a water-stopping material composition is applied in advance to form a dry coating film, and after the grouting material is injected, the grout cap is screwed in to prevent water leakage from a grout injection hole of a segment.
【請求項2】 請求項1に記載の止水処理方法におい
て、グラウトキャップの螺着部に吸水時の膨張率が3〜
10倍なる止水材組成物の乾燥塗膜を形成したことを特
徴とするグラウトキャップ。
2. The water stopping process according to claim 1, wherein the expansion coefficient of the screwed portion of the grout cap at the time of absorbing water is 3 to 3.
A grout cap, wherein a dried coating film of the water-stopping material composition which is ten times larger is formed.
【請求項3】 請求項2に記載の止水材組成物におい
て、アクリル樹脂の溶液にフッソ樹脂を分散させたコー
ティング材に、止水材組成物の吸水時の膨張率が3〜1
0倍になる量の吸水膨潤性樹脂を分散させた止水材組成
物の乾燥塗膜を螺着部に形成したことを特徴とするグラ
ウトキャップ。
3. The water-stopping material composition according to claim 2, wherein the water-stopping material composition has a swelling coefficient of 3 to 1 in a coating material obtained by dispersing a fluorine resin in a solution of an acrylic resin.
A grout cap, wherein a dry coating film of a water-blocking material composition in which a water-absorbing swellable resin is dispersed in an amount of 0 times is formed on a screwed portion.
【請求項4】 請求項1に記載の止水処理方法におい
て、セグメントのグラウト注入孔の螺着部に、止水材組
成物の吸水時の膨張率が3〜10倍になる量の吸水膨潤
性樹脂をコーティング材に分散させた止水材組成物の乾
燥塗膜を形成しておくことを特徴とするセグメント。
4. The water-stopping method according to claim 1, wherein the expansion rate of the water-stopping material composition at the threaded portion of the segment grout injection hole is 3 to 10 times the water-absorption swelling. A segment characterized in that a dry coating film of a water-stopping material composition in which a water-soluble resin is dispersed in a coating material is formed in advance.
【請求項5】 請求項2にグラウトキャップにおいて、
止水材組成物の乾燥塗膜の上にワックスまたはオイルに
よる撥水性薄膜を設けたことを特徴とするグラウトキャ
ップ。
5. The grout cap according to claim 2,
A grout cap, wherein a water-repellent thin film made of wax or oil is provided on a dried coating film of a water-blocking material composition.
【請求項6】 請求項4に記載のセグメントにおいて、
グラウト注入孔の螺着部に形成した止水材組成物の乾燥
塗膜の上にワックスまたはオイルによる撥水性薄膜を設
けたことを特徴とするセグメント。
6. The segment according to claim 4, wherein
A segment, wherein a water-repellent thin film made of wax or oil is provided on a dried coating film of a water-blocking material composition formed on a threaded portion of a grout injection hole.
JP6196333A 1994-07-18 1994-07-18 Water stopping method of segment and grout cap or segment subjected to water stopping Expired - Lifetime JP2832799B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6196333A JP2832799B2 (en) 1994-07-18 1994-07-18 Water stopping method of segment and grout cap or segment subjected to water stopping

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6196333A JP2832799B2 (en) 1994-07-18 1994-07-18 Water stopping method of segment and grout cap or segment subjected to water stopping

Publications (2)

Publication Number Publication Date
JPH0828189A JPH0828189A (en) 1996-01-30
JP2832799B2 true JP2832799B2 (en) 1998-12-09

Family

ID=16356091

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6196333A Expired - Lifetime JP2832799B2 (en) 1994-07-18 1994-07-18 Water stopping method of segment and grout cap or segment subjected to water stopping

Country Status (1)

Country Link
JP (1) JP2832799B2 (en)

Also Published As

Publication number Publication date
JPH0828189A (en) 1996-01-30

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