JP4301354B2 - Structure of water-stopping material - Google Patents

Structure of water-stopping material Download PDF

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Publication number
JP4301354B2
JP4301354B2 JP2000208486A JP2000208486A JP4301354B2 JP 4301354 B2 JP4301354 B2 JP 4301354B2 JP 2000208486 A JP2000208486 A JP 2000208486A JP 2000208486 A JP2000208486 A JP 2000208486A JP 4301354 B2 JP4301354 B2 JP 4301354B2
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Japan
Prior art keywords
water
water stop
box
stopping
stop member
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JP2000208486A
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Japanese (ja)
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JP2002021099A (en
Inventor
惠一 長谷川
智朗 森
良也 藤尾
亘 鈴木
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Toray Engineering Co Ltd
Yokohama Rubber Co Ltd
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Yokohama Rubber Co Ltd
Toyo Construction Co Ltd
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Description

【0001】
【発明の属する技術分野】
この発明は、構造物のジョイント部や空隙部、或いは沈埋函の標準部や最終ジョイント部等に設置して使用する止水材の構造に係わり、更に詳しくは液体または気体をゴム状弾性材料から成る袋体に導入して膨張させ、特に空隙の大きいジョイント部や空隙間隔が一定でない場所等に適用可能な止水材の構造に関するものである。
【0002】
【従来の技術】
従来、例えば沈埋函トンネルの沈埋止水工法等に使用される止水材としては、沈埋函の終端部外周面に潜水作業により一枚ずつ止水パネルを取付け、ボルトで締付けることにより一時止水を行う止水材、沈埋函の端面に設けた小さなブロックを押し出て止水作業を行うターミナルブロック工法の止水材、沈埋函の接続部にVブロックを落とし込んで止水を行うVブロック工法の止水材等が知られている。
【0003】
【発明が解決しようとする課題】
ところで、沈埋函の最終継手に用いられる止水ゴム(止水材)は、一般継手に用いられるゴム材料と同等のゴム材料が使用され、継手部のコストが高くなると言う問題があった。また、上記のような従来の最終継手工法のうち、止水パネルを使用したものは、経済性に優れているが、更に継手間隔の低減、即ち、後打ちコンクリートの減少、コーナー部の止水性の向上、大水深対応等の課題が残されている。
【0004】
更に、従来の止水ゴムを沈埋函の下部に取付ける場合には、止水ゴムが自重により垂れ下がり、止水カラーの移動に支障を来すと言う問題があった。
【0005】
この発明の目的は、ゴム状弾性材料から成る袋体に水等の液体や、空気等の気体を導入して膨張させることで、構造物のジョイント部や空隙部、或いは沈埋函の標準部や最終ジョイント部等の止水が可能となり、また止水部材が自重により垂れ下がるのを防止したり、止水部材を保護して止水性を向上させることが出来、更に継手部のコストの軽減及び継手間隔を低減することが出来る止水材の構造を提供することにある。
【0006】
【課題を解決するための手段】
この発明は上記目的を達成するため、沈埋函のジョイント部または空隙部に設置し、液体または気体を注入して膨張させることにより止水する袋状の止水部材を用いた止水材の構造であって、前記止水部材は、補強層を埋設したゴム状弾性体から成る膨張収縮可能な袋状に形成し、この止水部材を、前記沈埋函のジョイント部の外周面に形成された凹部に配設し、沈埋函の非接続時には、前記凹部に折り畳んで格納し、接続時には、格納部を覆うカバー部材を開放させて膨張するようにしたことを要旨とするものである。
【0007】
前記止水部材が、環状の膨張収縮可能な袋体である。
【0009】
この発明は、上記のように構成され、構造物のジョイント部や空隙部、或いは沈埋函の標準部や最終ジョイント部等に、ゴム状弾性材料から成る袋体に水等の液体や、空気等の気体を導入させて膨張させることで止水することが出来、特に大きい空隙部の止水や、水圧の高いところにも対応できる。
【0010】
また沈埋函の最終ジョイント部等に止水部材を設けた場合に、沈埋函の終端接続時に、沈埋函の端部外周面に設けた環状の止水カラーをスライドさせて沈埋函の接続部外周面を覆い、前記沈埋函の外周面と止水カラーの両端近傍との間に設けたゴム状弾性体から成る止水部材を膨張させて沈埋函の外周面と止水カラーとを水密的にシールすることが出来る。
【0011】
また、止水部材を沈埋函に設けた環状凹部の格納部に折り畳んで収容し、かつ止水部材の膨張時に格納部を覆うカバー部材を設けたことにより、止水部材が自重により垂れ下がって、止水カラーの移動に支障を来すことがなく、止水部材を保護すると同時に、止水性を向上させ、更に継手部のコストも軽減することが出来るものである。
【0012】
【発明の実施の形態】
以下、添付図面に基づき、この発明の実施形態を説明する。
【0013】
図1及び図2は、この発明の止水材の構造に用いる止水部材1の第1実施形態における自然加圧時と自然倒伏時との断面図を示し、この止水部材1は、補強層2を埋設した膨張収縮可能なゴム材料等のゴム状弾性材料により断面球状の袋状に構成され、底部には、ベースゴム1aが一体的に設けられ、袋状の止水部材1の一部には、水等の液体や、空気等の気体を導入し、または排出する図示しない給排口が設けられている。
【0014】
このような止水部材1は、構造物のジョイント部や空隙部、或いは沈埋函の標準部や最終ジョイント部等に設置されて使用され、特に大きい空隙部の止水や、水圧の高いところにも対応できるものである。
【0015】
以下の説明では、沈埋函トンネルにおける沈埋函終端接続部に実施した場合について説明する。
【0016】
図3は沈埋函終端接続部の概略構成図、図4は沈埋函終端接続部の拡大断面図を示し、3aは既設の沈埋函、3bは新設の沈埋函、4a,4bは沈埋函3a,3bのバルクヘッドを示している。
【0017】
前記沈埋函3a,3bの頂板3x,3yの端部外周面には、同図に示すように、上述した膨張収縮可能な止水部材1と、その外周面に沈埋函3a,3bの接続部外周面を覆うスライド可能な環状の止水カラー5とが設けてある。
【0018】
前記止水部材1は、前記止水カラー5と沈埋函3a,3bのそれぞれの端末外周面との間に少なくとも二箇所以上に設け、膨張時に前記両部材5、3a,3bの間隙を水密的にシールするように配設してある。なお、この発明の実施形態では、沈埋函3a,3bのそれぞれの端末外周面に所定の間隔を隔てて二箇所ずつ設けてあるが、二箇所以上に設けることも可能である。
【0019】
前記止水部材1は、沈埋函3a,3bの非接続時には、沈埋函3a,3bの端部外周面に形成された環状凹部の格納部6に折畳まれて収容されるように構成されている。
【0020】
また、上記のように配設された止水部材1には、図3に示すように、沈埋函3a,3bの内側から所定圧力の水等液体または空気等の気体が供給できるような配管7が接続され、更に止水部材1間の空間部8aには、モルタルを充填するモルタル注入管8が接続されている。
【0021】
更に、前記移動式の止水カラー5は、図5〜図7に示すように断面方形状に形成され、内壁面の一部には、リブ9を設けた断面凹状の環状部10が形成され、この環状部10には排水口11が設けられている。
【0022】
前記止水部材1を収容する環状凹部の格納部6には、図8及び図9に示すように、沈埋函3a,3bの非接続時に、下部側の止水部材1が自重により垂れ下がるのを防止するために格納部6の開口部を覆うゴム状弾性体から成るカバー部材12が設けてあり、このカバー部材12の両端末部は、格納部6の側面にボルト等の締結部材13を介して固定され、また中央部には、止水部材1の膨張時に開放して突出できるようなスリット14が設けてある。
【0023】
即ち、止水部材1に水等液体または空気等の気体が供給されて加圧膨張した際、図10及び図11に示すように、前記カバー部材12のスリット14を押開いて膨出し、止水カラー5の内壁面と当接してシールするものである。
【0024】
次に、図12及び図13は、止水部材1の参考例を示すもので、止水部材1の中央部に波状または蛇腹状の膨張収縮部15を備えた環状の帯状体に形成し、図12の参考例では、止水部材1の両端を格納部6の内壁面6aに押さえ金具16を介して鉛直に固定し、膨張時に断面台形状としたものであり、また図13の参考例では、止水部材1の両端を格納部6の台座部6bに押さえ金具16を介して水平に固定し、膨張時に断面三角形状としたものである。
【0025】
両参考例とも、止水部材1の膨張時には止水カラー5との接触部分が平らになるので接触面積が大きくなり、止水カラー5の内壁面と当接して確実にシールすることが可能である。また、このような構成にすることで、離隔距離が0〜200mmまでの止水のためのゴム膨張が可能となる。
【0026】
次に、この発明の止水部材1を使用した沈埋函トンネルにおける沈埋止水工法について、図14(a),(b)及び図15(a)〜(f)を参照しながら説明する。
【0027】
先ず、図14(a),(b)に示すように、止水カラー5を取付けた最終の新設の沈埋函3bを、既設の沈埋函3aと終端沈埋函3cとの間に沈設する。この実施形態では、傾斜端面側にて最終継手(剛継手)として説明する。そして、最終の新設の沈埋函3bと終端沈埋函3cとをZ部で水圧接合した後、継手部を内部構築して連結する。
【0028】
次に、沈埋止水工法を図15(a)〜(f)を参照しながら具体的に説明すると、先ず新設の沈埋函3bに設けた止水カラー5の図示しない固定金具を取外して、クレーン台船またはウインチ或いは押出しジャッキにて止水カラー5を新設の沈埋函3bと既設の沈埋函3aとの接続部上に水平移動させる(図15(a)参照)。
【0029】
次に、図15(b)に示すように、止水カラー5をスペーサ兼用のボルト等の固定金具(図示せず)により沈埋函3a,3bに固定し、止水部材1に圧力水を送り込んで止水部材1を膨張拡大させてモルタルを充填するモルタル止めを設置する。
【0030】
このような状態から、図15(c)に示すように、止水カラー5及び沈埋函3a,3bと、止水部材1との間に区画形成された空間部8aには、モルタル注入管8を介してモルタルを充填する。この時、止水カラー5に設けた排水口11のバルブは開口しておき、モルタルが流出して来ることで充填完了の確認を行う。
【0031】
次に、前記充填したモルタルが所定の強度を発現(硬化)した後、図15(d)に示すように、バルクヘッド4a,4bに取付けられた図示しない送気バルブを開放し、排水ポンプによりバルクヘッド4a,4b間の水Wを排水させる。
【0032】
その後、図15(e)に示すように、バルクヘッド4a,4bを撤去して沈埋函3a,3bを連通させ、図15(f)に示すように、最終継手部内部の構築を行う。この最終継手部内部の構築は、二次止水処理を行った後、外側スキンプレート17aを溶接して図示しない連結ボルトを取付け、更に内側スキンプレート17bを溶接した後、外側スキンプレート17aと内側スキンプレート17bとの間の空間部18にコンクリートGを打設し、継手部の躯体コンクリートを内部構築して沈埋止水工法の作業を完了する。
【0033】
この発明の実施形態は上記のような工法により沈埋函を構築するので、止水部材1によりモルタルを充填するモルタル止めを確実に形成でき、また止水部材1が自重により垂れ下がって、止水カラー5の移動に支障を来すことがなく、止水部材1を保護することが出来ると共に、止水性を向上させることが出来るものである。
【0034】
【発明の効果】
この発明は、上記のように構成したので、以下のような優れた効果を奏するものである。
▲1▼.止水部材は、沈埋函の非接続時には、沈埋函に設けた断面凹状のカバー部材を備えた格納部に収容されているので、下部側に位置する止水部材が自重により垂れ下がると言うことはない。
▲2▼.また、止水カラーの移動に支障を来すことがなく、止水部材を保護すると共に、止水性を向上させることが出来る。
▲3▼.継手部のコストの軽減及び継手間隔を低減させることが出来る。
▲4▼.止水部材の膨張時には、止水カラーの内壁面に水密的に当接し、止水カラー及びと、止水部材との間に空間部を区画形成し、この部分にモルタルを確実に充填することが出来る。
▲5▼.格納部に設けたカバー部材の余長部分が、沈埋函と止水カラーとの間に達することが出来るものであれば、止水部材の起伏時の保護と、カバー部材自体での止水効果も期待することが出来る。
【図面の簡単な説明】
【図1】この発明の止水材の構造に用いる止水部材の第1実施形態における自然加圧時の断面図である。
【図2】この発明の止水材の構造に用いる止水部材の第1実施形態における自然倒伏時の断面図である。
【図3】この発明を実施した沈埋函トンネルにおける沈埋函終端接続部の概略構成図である。
【図4】沈埋函終端接続部の拡大断面図である。
【図5】止水カラーの平面図である。
【図6】止水カラーの側面図である。
【図7】止水カラーの断面図である。
【図8】沈埋函に形成した格納部に止水部材を折り畳んで収容した断面図である。
【図9】図8の他の実施形態の断面図である。
【図10】止水部材が膨張した際の断面図である。
【図11】止水部材が膨張した際の他の実施形態の断面図である。
【図12】止水部材の参考例を示す断面図である。
【図13】止水部材の参考例を示す断面図である。
【図14】(a),(b)は、止水カラーを取付けた最終の新設の沈埋函を、既設の沈埋函と終端沈埋函との間に沈設する工程の説明図である。
【図15】(a)〜(f)は、沈埋止水工法の工程説明図である。
【符号の説明】
1 止水部材
1a ベースゴム
2 補強層
3a 既設の沈埋函
3b 新設の沈埋函
3c 終端沈埋函
3x,3y 沈埋函の頂板
4a,4b バルクヘッド
5 止水カラー
6 環状凹部の格納部7配管
8 モルタル注入管
8a 空間部
9 リブ
G モルタル
10 断面凹状の環状部
11 排水口
12 カバー部材
13 ボルト等の締結部材
14 スリット
15 膨張収縮部
6a 格納部の内壁面
6b 格納部の台座部
16 押さえ金具
W 水
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a structure of a water-stopping material that is used by being installed in a joint part or a gap part of a structure, a standard part or a final joint part of a submerged box, and more particularly, a liquid or gas from a rubber-like elastic material. The present invention relates to a structure of a water-stopping material that can be applied to a joint portion having a large gap or a place where the gap interval is not constant.
[0002]
[Prior art]
Conventionally, for example, as a waterstop material used for the submergence method of a submerged box tunnel, a waterstop panel is attached to the outer peripheral surface of the terminal part of the submerged box one by one by diving work and tightened with bolts to temporarily stop the water. Water blocking material that performs water sealing, water blocking material of the terminal block method that performs water stopping work by pushing out a small block provided on the end face of the submerged box, and V block method that performs water blocking by dropping the V block into the connection part of the submerging box Water-stopping materials are known.
[0003]
[Problems to be solved by the invention]
By the way, the water-stopping rubber (water-stopping material) used for the final joint of the submerged box is a rubber material equivalent to the rubber material used for the general joint, and there is a problem that the cost of the joint portion is increased. In addition, among the conventional final joint methods as described above, those using a water stop panel are excellent in economic efficiency, but further reduce the joint interval, that is, reduce the number of post-cast concrete and water stop at the corner. Issues such as improvement of water and response to deep water remain.
[0004]
Furthermore, when the conventional water-stopping rubber is attached to the lower part of the submerged box, there is a problem that the water-stopping rubber hangs down due to its own weight and hinders the movement of the water-stopping collar.
[0005]
An object of the present invention is to introduce a liquid such as water or a gas such as air into a bag made of a rubber-like elastic material and expand the bag, so that a joint part or a void part of a structure, a standard part of a submerged box, Water can be stopped at the final joint, etc., and the water stop member can be prevented from sagging due to its own weight, and the water stop can be improved by protecting the water stop member. It is providing the structure of the water stop material which can reduce a space | interval.
[0006]
[Means for Solving the Problems]
In order to achieve the above-mentioned object, the present invention provides a structure for a water-stopping material using a bag-like water-stopping member that is installed in a joint portion or a void portion of a submerged box and that is stopped by injecting a liquid or a gas to expand it. The water-stopping member is formed into a bag-like shape that can be expanded and contracted, and is formed on the outer peripheral surface of the joint portion of the submergence box. The gist of the invention is that it is disposed in the recess and is folded and stored in the recess when the sinking box is not connected, and is expanded by opening the cover member covering the storage when connected .
[0007]
The water stop member is an annular expansion / contraction bag.
[0009]
The present invention is configured as described above, such as a joint part or a gap part of a structure, a standard part or a final joint part of a submerged box, a bag made of a rubber-like elastic material, a liquid such as water, air, etc. It is possible to stop water by introducing and expanding the gas, and it is also possible to cope with water stopping in a particularly large gap portion or a place where the water pressure is high.
[0010]
In addition, when a water-stopping member is provided at the final joint of the submergence box, when the terminal of the submergence box is connected, an annular water-stop collar provided on the outer peripheral surface of the submergence box is slid to connect the outer periphery of the connection part of the submergence box. Covering the surface and inflating a water-stopping member made of a rubber-like elastic body provided between the outer peripheral surface of the submerged box and the vicinity of both ends of the water-stopping collar, so that the outer peripheral surface of the submergence box and the water-stopping collar are watertight Can be sealed.
[0011]
Further, the water stop member is folded and accommodated in the storage portion of the annular recess provided in the submergence box, and the cover member is provided to cover the storage portion when the water stop member is expanded. The movement of the water stop collar is not hindered, the water stop member is protected, the water stop is improved, and the cost of the joint portion can be reduced.
[0012]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the accompanying drawings.
[0013]
FIG.1 and FIG.2 shows sectional drawing at the time of the natural pressurization at the time of natural pressurization in the 1st Embodiment of the water stop member 1 used for the structure of the water stop material of this invention, and this water stop member 1 is reinforcement. A rubber-like elastic material such as an inflatable / shrinkable rubber material in which the layer 2 is embedded is formed into a bag shape having a spherical cross section, and a base rubber 1a is integrally provided at the bottom, and one of the bag-like water-stopping members 1 is provided. The part is provided with a supply / discharge port (not shown) for introducing or discharging a liquid such as water or a gas such as air.
[0014]
Such a water-stopping member 1 is installed and used in a joint part or a gap part of a structure, a standard part or a final joint part of a submerged box, etc., especially in a water stop of a large gap part or a place where water pressure is high. Can also respond.
[0015]
In the following description, a case where the present invention is applied to a sinking box end connection part in a sinking tunnel will be described.
[0016]
FIG. 3 is a schematic configuration diagram of the terminal connection part of the submergence box, FIG. 4 is an enlarged sectional view of the terminal connection part of the submergence box, 3a is an existing submergence box, 3b is a new submergence box, 4a and 4b are submergence boxes 3a, A 3b bulkhead is shown.
[0017]
On the outer peripheral surface of the end portions of the top plates 3x and 3y of the submerged boxes 3a and 3b, as shown in the figure, the above-described expansion / contraction water stop member 1 and the connecting portions of the submerged boxes 3a and 3b on the outer peripheral surface thereof A slidable annular water stop collar 5 covering the outer peripheral surface is provided.
[0018]
The water stop member 1 is provided in at least two places between the water stop collar 5 and the outer peripheral surfaces of the sinking boxes 3a and 3b, and the gap between the members 5, 3a and 3b is watertight when expanded. It arrange | positions so that it may seal. In the embodiment of the present invention, two locations are provided on the outer peripheral surface of each of the sinking boxes 3a and 3b at a predetermined interval, but it is also possible to provide two or more locations.
[0019]
The water stop member 1 is configured to be folded and accommodated in a storage portion 6 of an annular recess formed on the outer peripheral surface of the end of the sinking boxes 3a and 3b when the sinking boxes 3a and 3b are not connected. Yes.
[0020]
Further, as shown in FIG. 3, the water stopping member 1 arranged as described above is provided with a pipe 7 that can supply a liquid such as water or a gas such as air at a predetermined pressure from the inside of the submerged boxes 3a and 3b. Further, a mortar injection pipe 8 for filling mortar is connected to the space 8a between the water stop members 1.
[0021]
Further, the movable water stop collar 5 is formed in a square cross section as shown in FIGS. 5 to 7, and an annular portion 10 having a concave cross section provided with ribs 9 is formed on a part of the inner wall surface. The annular portion 10 is provided with a drain port 11.
[0022]
As shown in FIGS. 8 and 9, the lower-side water-stopping member 1 hangs down by its own weight when the sinking boxes 3 a and 3 b are not connected to the storage portion 6 of the annular recess that houses the water-stopping member 1. In order to prevent this, a cover member 12 made of a rubber-like elastic body covering the opening of the storage unit 6 is provided, and both end portions of the cover member 12 are connected to the side surface of the storage unit 6 via fastening members 13 such as bolts. In addition, a slit 14 is provided in the central portion so that it can be opened and protruded when the water stop member 1 is expanded.
[0023]
That is, when a liquid such as water or a gas such as air is supplied to the water-stopping member 1 and is expanded under pressure, as shown in FIGS. 10 and 11, the slit 14 of the cover member 12 is pushed open to bulge and stop. It seals against the inner wall surface of the water collar 5.
[0024]
Next, FIG.12 and FIG.13 shows the reference example of the water stop member 1, formed in the cyclic | annular strip | belt-shaped body provided with the corrugated or bellows-like expansion-contraction part 15 in the center part of the water stop member 1, In the reference example of FIG. 12, both ends of the water blocking member 1 are vertically fixed to the inner wall surface 6a of the storage portion 6 via the holding metal fitting 16, and are formed into a trapezoidal cross section when expanded, and the reference example of FIG. Then, both ends of the water-stopping member 1 are horizontally fixed to the pedestal portion 6b of the storage portion 6 via the presser fitting 16, and are formed into a triangular cross section when expanded.
[0025]
In both reference examples, when the water stop member 1 expands, the contact portion with the water stop collar 5 becomes flat, so that the contact area increases, and it is possible to contact the inner wall surface of the water stop collar 5 and securely seal. is there. Moreover, the rubber expansion for the water stop for a separation distance of 0-200 mm is attained by setting it as such a structure.
[0026]
Next, the submergence water-stop method in the submerged tunnel using the water-stop member 1 of the present invention will be described with reference to FIGS. 14 (a) and 14 (b) and FIGS. 15 (a) to 15 (f).
[0027]
First, as shown in FIGS. 14 (a) and 14 (b), the final newly installed submerged box 3b to which the water stop collar 5 is attached is set between the existing submerged box 3a and the terminal submerged box 3c. In this embodiment, the final joint (rigid joint) will be described on the inclined end face side. Then, after the final newly installed sinking box 3b and the terminal sinking box 3c are hydraulically joined at the Z portion, the joint portion is internally constructed and connected.
[0028]
Next, the submergence water stop method will be described in detail with reference to FIGS. 15A to 15F. First, a fixing bracket (not shown) of the water stop collar 5 provided in the newly installed submergence box 3b is removed, and the crane The water stop collar 5 is horizontally moved onto the connecting portion between the newly installed sinking box 3b and the existing sinking box 3a by means of a trolley, a winch or an extrusion jack (see FIG. 15 (a)).
[0029]
Next, as shown in FIG. 15 (b), the water stop collar 5 is fixed to the sinking boxes 3 a and 3 b with a fixing bracket (not shown) such as a bolt also serving as a spacer, and pressure water is fed into the water stop member 1. The mortar stopper which expands and expands the water stop member 1 and fills the mortar is installed.
[0030]
From such a state, as shown in FIG. 15 (c), a mortar injection pipe 8 is formed in the space portion 8 a defined between the water stop collar 5 and the submerged boxes 3 a and 3 b and the water stop member 1. Through the mortar. At this time, the valve of the drain port 11 provided in the water stop collar 5 is opened, and the completion of filling is confirmed by the mortar flowing out.
[0031]
Next, after the filled mortar exhibits a predetermined strength (cured), as shown in FIG. 15 (d), an air supply valve (not shown) attached to the bulkheads 4a and 4b is opened, and a drainage pump is used. Water W between the bulkheads 4a and 4b is drained.
[0032]
Thereafter, as shown in FIG. 15 (e), the bulkheads 4a and 4b are removed to allow the sinking boxes 3a and 3b to communicate, and as shown in FIG. 15 (f), the interior of the final joint portion is constructed. After the secondary water stop treatment is performed, the outer joint plate 17a is welded to a connecting bolt (not shown), and the inner skin plate 17b is welded. Concrete G is placed in the space 18 between the skin plate 17b, and the concrete of the joint portion is internally constructed to complete the operation of the submergence water stop method.
[0033]
Since the embodiment of the present invention constructs a sinking box by the above construction method, the mortar stopper filled with the mortar can be reliably formed by the water stop member 1, and the water stop member 1 hangs down by its own weight, so that the water stop collar Thus, the water stop member 1 can be protected and the water stop can be improved.
[0034]
【The invention's effect】
Since the present invention is configured as described above, the following excellent effects can be obtained.
(1). Since the water stop member is accommodated in the storage section provided with the cover member having a concave cross section provided in the submergence box when the submergence box is not connected, it is said that the water stop member located on the lower side hangs down by its own weight. Absent.
(2). In addition, the movement of the water stop collar is not hindered, the water stop member can be protected, and the water stop can be improved.
(3). The cost of the joint part can be reduced and the joint interval can be reduced.
(4). When the water-stopping member expands, it is in watertight contact with the inner wall surface of the water-stopping collar, and a space is defined between the water-stopping collar and the water-stopping member, and this part is filled with mortar without fail. I can do it.
(5). If the extra length of the cover member provided in the storage part can reach between the submerged box and the water stop collar, the water stop member will be protected during undulation and the water stop effect of the cover member itself. Can also expect.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view of a water-stopping member used in the structure of a water-stopping material according to the present invention when naturally pressurized in a first embodiment.
FIG. 2 is a cross-sectional view of the water-stopping member used in the structure of the water-stopping material of the present invention at the time of natural lodging in the first embodiment.
FIG. 3 is a schematic configuration diagram of a sinking box end connection portion in a sinking tunnel in which the present invention is implemented.
FIG. 4 is an enlarged cross-sectional view of a sinking box end connection portion.
FIG. 5 is a plan view of a water stop collar.
FIG. 6 is a side view of a water stop collar.
FIG. 7 is a cross-sectional view of a water stop collar.
FIG. 8 is a cross-sectional view in which a water stop member is folded and accommodated in a storage portion formed in a submerged box.
FIG. 9 is a cross-sectional view of another embodiment of FIG.
FIG. 10 is a cross-sectional view when the water stop member is expanded.
FIG. 11 is a cross-sectional view of another embodiment when the water stop member is expanded.
FIG. 12 is a cross-sectional view showing a reference example of a water stop member.
FIG. 13 is a cross-sectional view showing a reference example of a water stop member.
FIGS. 14A and 14B are explanatory diagrams of a process of sinking a final newly installed sink box with a water stop collar between an existing sink box and a terminal sink box. FIG.
FIGS. 15A to 15F are process explanatory views of a submergence water stop method.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Water stop member 1a Base rubber 2 Reinforcing layer 3a Existing submerged box 3b New submerged box 3c Terminal submerged box 3x, 3y Submerged top plate 4a, 4b Bulkhead 5 Water stop collar 6 Ring-shaped recessed part 7 Piping 8 Mortar Injection pipe 8a Space part 9 Rib G Mortar 10 Annular part having a concave cross section 11 Drainage port 12 Cover member 13 Fastening member such as bolt 14 Slit 15 Expansion / contraction part 6a Inner wall surface of storage part 6b Base part of storage part 16 Holding metal W Water

Claims (2)

沈埋函のジョイント部または空隙部に設置し、液体または気体を注入して膨張させることにより止水する袋状の止水部材を用いた止水材の構造であって、
前記止水部材は、補強層を埋設したゴム状弾性体から成る膨張収縮可能な袋状に形成し、この止水部材を、前記沈埋函のジョイント部の外周面に形成された凹部に配設し、沈埋函の非接続時には、前記凹部に折り畳んで格納し、接続時には、格納部を覆うカバー部材を開放させて膨張するようにしたことを特徴とする止水材の構造。
It is a structure of a water-stopping material using a bag-like water-stopping member that is installed in a joint portion or a void portion of a submerged box, and stops by injecting a liquid or a gas to expand it,
The water-stop member is formed in a bag shape that is made of a rubber-like elastic body in which a reinforcing layer is embedded and can be expanded and contracted, and the water-stop member is disposed in a recess formed on the outer peripheral surface of the joint portion of the submerged box. The structure of the water-stopping material is characterized in that when the submerged box is not connected, it is folded and stored in the recess, and when connected, the cover member covering the storage part is opened to expand.
前記袋状の止水部材が、環状である請求項1に記載の止水材の構造。  The structure of the water stop material according to claim 1, wherein the bag-like water stop member is annular.
JP2000208486A 2000-07-10 2000-07-10 Structure of water-stopping material Expired - Fee Related JP4301354B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102561395A (en) * 2012-03-05 2012-07-11 同济大学 Three-dimensional fine modeling method oriented to immersed tube tunnel seismic design

Families Citing this family (1)

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Publication number Priority date Publication date Assignee Title
DE102007019276A1 (en) 2007-04-16 2008-11-13 Heinze, Peter, Dr.-Ing. Method for construction of tunnels by prefabricated concrete tunnel sections employed in crossing of rivers, involves fixing guide rails with axle supported rolling elements e.g. roller or ball in tunnel shoring for loading tunnel section

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102561395A (en) * 2012-03-05 2012-07-11 同济大学 Three-dimensional fine modeling method oriented to immersed tube tunnel seismic design
CN102561395B (en) * 2012-03-05 2014-06-25 同济大学 Three-dimensional fine modeling method oriented to immersed tube tunnel seismic design

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