JPH0360974B2 - - Google Patents
Info
- Publication number
- JPH0360974B2 JPH0360974B2 JP21739686A JP21739686A JPH0360974B2 JP H0360974 B2 JPH0360974 B2 JP H0360974B2 JP 21739686 A JP21739686 A JP 21739686A JP 21739686 A JP21739686 A JP 21739686A JP H0360974 B2 JPH0360974 B2 JP H0360974B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- guide
- blocking
- stop
- membrane
- 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
- 239000012528 membrane Substances 0.000 claims description 33
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 20
- 239000011796 hollow space material Substances 0.000 claims description 7
- 239000011440 grout Substances 0.000 claims description 6
- 238000004804 winding Methods 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 8
- 239000000463 material Substances 0.000 description 8
- 238000000034 method Methods 0.000 description 8
- 238000005192 partition Methods 0.000 description 6
- 239000004570 mortar (masonry) Substances 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 229920001971 elastomer Polymers 0.000 description 3
- 239000005060 rubber Substances 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 239000010426 asphalt Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000003673 groundwater Substances 0.000 description 2
- -1 polyethylene Polymers 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000002788 crimping Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 230000002452 interceptive effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、連結ガイドを使つて止水膜を連結し
て構成する遮水壁に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a water-blocking wall constructed by connecting water-blocking membranes using a connecting guide.
一般に、地下水流出防止や地下水涵養等のため
の地中遮水壁やダム下部遮水壁、地下ダム遮水
壁、原子力発電所回りの遮水壁等としては、連続
地中壁、アスフアルト注入遮水壁、泥水モルタル
壁、泥水固化壁、場所打柱列杭等がある。
In general, underground impermeable walls, impermeable walls at the lower part of dams, impermeable walls in underground dams, impermeable walls around nuclear power plants, etc., are used to prevent groundwater outflow or recharge groundwater. There are water walls, muddy mortar walls, muddy solidified walls, column piles cast in place, etc.
しかしながら、上記それぞれの遮水壁には次の
ような問題点がある。
However, each of the above water-shielding walls has the following problems.
まず、連続地中壁は、鉄筋コンクリート製で剛
度が高いため、高価になると共にフレキシブルで
ない。同様にアスフアルト注入遮水壁も、材料が
高いため高価となる。 First, continuous underground walls are made of reinforced concrete and have high rigidity, making them expensive and inflexible. Similarly, asphalt-filled impermeable walls are expensive because the materials are expensive.
これに対して、泥水モルタル壁、泥水固化壁
は、安価でフレキシブルであるという長所を持つ
ているが、耐久性に不安があるため、確実な遮水
性の確保のために鋼矢板を挿入するなどの方法が
用いられている。しかし、地下ダムなど数10mの
深さまで遮水する場合には、鋼矢板の水平繋ぎが
困難であり、挿入できたとしても相当高価なもの
となる。また、このように泥水モルタル壁、泥水
固化壁は、実績が少なく、まだ仮設が多いため、
耐久性に不安が残る。 On the other hand, muddy mortar walls and muddy solidified walls have the advantage of being cheap and flexible, but there are concerns about their durability, so steel sheet piles are inserted to ensure water-tightness. method is used. However, when interfering with water to a depth of several tens of meters, such as in an underground dam, it is difficult to horizontally connect steel sheet piles, and even if it could be inserted, it would be quite expensive. In addition, muddy mortar walls and muddy solidified walls have little experience and are still often constructed temporarily.
There are concerns about durability.
最後の場所打柱列杭は、長尺物であるため精度
確保が難しく、信頼性が低い。 Finally, because the cast-in-place column piles are long, it is difficult to ensure accuracy and their reliability is low.
本発明は、上記の問題点を解決するものであつ
て、低廉で止水性の高い遮水壁の提供を目的とす
るものである。 The present invention solves the above-mentioned problems, and aims to provide a water-blocking wall that is inexpensive and has high water-stopping properties.
そのために本発明の遮水壁は、連結ガイドを使
つて止水膜を連結して構成する遮水壁であつて、
開口を有する第1の連結ガイドで止水膜を挟持
し、前記第1の連結ガイドに嵌合する第2の連結
ガイドを用いて前記止水膜と連結する追加止水膜
を挟持すると共に、第1の連結ガイドと第2の連
結ガイドとの嵌合部に中空空間を形成して止水膜
による風船部を設け、該風船部にグラウト材を注
入して膨らませ止水膜間を圧着止水するように構
成したことを特徴とするものである。
To this end, the water-shielding wall of the present invention is a water-shielding wall constructed by connecting water-stop membranes using a connecting guide, and includes:
A water stop film is held between a first connection guide having an opening, and an additional water stop film connected to the water stop film is held using a second connection guide that fits into the first connection guide, and A hollow space is formed in the fitting part of the first connection guide and the second connection guide, and a balloon part made of a water-stop film is provided, and grout is injected into the balloon part to inflate it and seal the water-stop film together. It is characterized by being configured to allow water to flow through it.
本発明の遮水壁では、それぞれの止水膜を連結
ガイドで挟持し相互に連結するので、連結作業が
容易にでき、その連結部は止水膜の風船部にグラ
ウト材を注入して膨らませ圧着するので止水膜の
連結部における止水性能も向上する。また、連結
ガイド或いは連結ガイドとの係合手段をロツキン
グパイプや仕切板に設けることによつて遮水壁を
容易に構築できる。
In the water-blocking wall of the present invention, each water-blocking membrane is held between the connecting guides and connected to each other, so the connection work is easy. Since it is crimped, the water-stopping performance at the connecting portion of the water-stopping membrane is also improved. Further, by providing the connecting guide or the means for engaging with the connecting guide on the locking pipe or the partition plate, the water-blocking wall can be easily constructed.
以下、図面を参照しつつ実施例を説明する。 Examples will be described below with reference to the drawings.
第1図は本発明に係る遮水壁に使用される止水
膜鉛直継手の1実施例を示す図、第2図はロツキ
ングパイプの取付方法を説明するための図、第3
図は仕切板の取付方法を説明するための図、第4
図は連結金具の保持方法を説明するための図であ
る。 Fig. 1 is a diagram showing one embodiment of a water-stop membrane vertical joint used in a water-shielding wall according to the present invention, Fig. 2 is a diagram for explaining a method of installing a locking pipe, and Fig. 3
The figure is a diagram for explaining how to install the partition plate.
The figure is a diagram for explaining a method of holding the connecting fitting.
本発明の遮水壁には、止水膜を挟持した連結ガ
イドを使い、この連結ガイドで構成する止水膜鉛
直継手により止水膜を連結して構成する。止水膜
の材質としては、ゴム系、ポリエチレンやポリプ
ロピレン系、繊維にアスフアルトを含浸させたも
の等伸縮性のあるシートが用いられる。止水膜鉛
直継手は、第1図に示すように止水膜1を挟持
し、追加する止水膜2側に開口を有する第1の連
結ガイド3と、この第1の連結ガイド3の内側に
その開口を塞ぐように嵌挿される第2の連結ガイ
ド4により構成する。この第1の連結ガイド3と
第2の連結ガイド4との連結部には、中空空間を
形成し、第2の連結ガイド4で追加する隣接の止
水膜2を挟持し、止水膜1側、すなわち中空空間
に止水膜2の風船部7を設ける。そして、この風
船部7をグラウト材で膨らませて止水膜1,2を
圧着連結する。 The water-blocking wall of the present invention is constructed by using connecting guides that hold water-blocking membranes between them, and connecting the water-blocking membranes by means of vertical joints of the waterproof membrane formed by the connecting guides. As the material for the water-stop membrane, a stretchable sheet such as rubber, polyethylene, polypropylene, or fiber impregnated with asphalt is used. As shown in FIG. 1, the water-stopping membrane vertical joint consists of a first connecting guide 3 that sandwiches the water-stopping membrane 1 and has an opening on the side of the water-stopping membrane 2 to be added, and an inner side of the first connecting guide 3. The second connecting guide 4 is inserted into the opening so as to close the opening. A hollow space is formed in the connection part between the first connection guide 3 and the second connection guide 4, and the adjacent water stop film 2 to be added is sandwiched between the second connection guide 4 and the water stop film 1 The balloon portion 7 of the water-stop membrane 2 is provided on the side, that is, in the hollow space. Then, the balloon portion 7 is inflated with a grout material and the water-stop membranes 1 and 2 are connected by pressure.
次に止水膜を連結する手順を説明する。まず、
止水膜1と止水膜2とを繋ぐ際には、固化泥水、
泥水モルタルのまだ固まらないうちに止水膜1を
取り付けた第1の連結ガイド3に沿つて止水膜2
を取り付けた第2の連結ガイド4を下ろしてゆ
く。こうして第1図aに示すように所定の位置に
止水膜2及び第2の連結ガイド4をセツトした
後、第1図bに示すように止水膜2で作られた風
船部7に下端より順次下方へグラウト材8を注入
し、これを膨らませることによつて止水膜2を止
水膜1に圧着する。なお、止水膜1には、ゴム等
の弾性棒5を巻き込んでおき、密着性を良くする
ことにより止水性能を高めることができる。 Next, the procedure for connecting the water-stop membranes will be explained. first,
When connecting the water stop film 1 and the water stop film 2, solidified mud water,
The water stop film 2 is attached along the first connecting guide 3 to which the water stop film 1 is attached before the muddy water mortar has hardened yet.
The second connecting guide 4 with attached is lowered. After setting the water-stop film 2 and the second connection guide 4 in the predetermined positions as shown in FIG. The grouting material 8 is sequentially injected downward and is expanded to press the water-stopping film 2 to the water-stopping film 1. Note that the water-stopping performance can be improved by wrapping an elastic rod 5 such as rubber in the water-stopping membrane 1 to improve adhesion.
以上の手順により、止水膜1と止水膜2の鉛直
継手は完全に止水されることになる。 By the above procedure, the vertical joint between the water-stop membrane 1 and the water-stop membrane 2 is completely water-tight.
また、ロツキングパイプを用いて連結する場合
には、第2図に示すように第1の連結ガイド3と
同じタイプの連結ガイド11に挿入できるような
仮ガイド14をロツキングパイプ15に付けてお
く。そして、止水膜を設置し泥水を固化させた後
次の止水膜を連結する場合には、ロツキングパイ
プ15を引き抜き後そこに第2の連結ガイド4と
同じタイプの連結ガイド12を連結ガイド11に
挿入し、泥水を注入固化させればよい。 In addition, when connecting using a locking pipe, a temporary guide 14 that can be inserted into the connecting guide 11 of the same type as the first connecting guide 3 is attached to the locking pipe 15, as shown in FIG. put. After installing the water-stop membrane and solidifying the muddy water, when connecting the next water-stop membrane, pull out the locking pipe 15 and connect the same type of connection guide 12 as the second connection guide 4 there. What is necessary is to insert it into the guide 11 and inject muddy water to solidify it.
同様に、仕切板を用いて連結する場合には、第
3図に示すように1エレメントの両側に連結ガイ
ド22,23を取り付けておき、隣接エレメント
の泥水注入後、それぞれの連結ガイドに係合する
タイプの連結ガイドを挿入する。 Similarly, when connecting using a partition plate, connecting guides 22 and 23 are attached to both sides of one element as shown in Fig. 3, and after muddy water is injected into the adjacent elements, the connecting guides 22 and 23 are engaged with each connecting guide. Insert a type of connection guide.
次に連結ガイド間を保持するための横繋ぎ材及
びブレースの取付方法を説明する。第4図に示す
ように連結ガイド間を保持するための横繋ぎ材3
4は、両端の連結ガイド31,32間に適当な間
隔で取り付けられ、また、横繋ぎ材34を取り付
けた中間の連結ガイド31,32間に斜めのブレ
ースが取り付けられる。 Next, a method of attaching horizontal connecting members and braces for holding the connecting guides together will be explained. As shown in Fig. 4, horizontal connecting material 3 for holding between connecting guides.
4 is attached at an appropriate interval between the connecting guides 31 and 32 at both ends, and a diagonal brace is attached between the intermediate connecting guides 31 and 32 to which the horizontal connecting member 34 is attached.
なお、本発明は、上記実施例に限定されるもの
ではなく、種々の変形が可能である。例えば実施
例では、矩形の形状をした連結ガイドを使用した
が、円筒状その他いかなる形状でもよい。すなわ
ち、開口を有する第1のタイプの連結ガイドと、
その開口を塞ぐように挿入される第2のタイプの
連結ガイドとを組み合わせて中空空間を形成し、
その中空空間で止水膜による風船部にグラウト材
を注入して膨らませることにより、連結する止水
膜間を圧着するような構成のものであればよい。
また、上記実施例では、追加する止水膜側に風船
部を設けるようにしたが、もう一方の止水膜にも
風船部を設け、同様にグラウト材を注入して膨ら
ませてもよいし、第1のタイプの連結ガイドと第
2のタイプの連結ガイドとの配置を逆にしてもよ
い。 Note that the present invention is not limited to the above embodiments, and various modifications are possible. For example, in the embodiment, a rectangular connecting guide is used, but it may be cylindrical or any other shape. That is, a first type of connection guide having an opening;
forming a hollow space in combination with a second type of connecting guide inserted so as to close the opening;
Any structure may be used as long as the grout material is injected into the balloon portion formed by the water-stop membrane in the hollow space and inflated to pressure-bond the water-stop membranes to be connected.
Further, in the above embodiment, a balloon portion is provided on the side of the water-stopping membrane to be added, but a balloon portion may also be provided on the other water-stopping membrane and inflated by injecting grout material in the same way. The arrangement of the first type of connection guide and the second type of connection guide may be reversed.
以上の説明から明らかなように、本発明に係る
遮水壁は、従来の例えば鋼矢板の代わりにゴム板
などの止水膜を挿入するものであり、このような
ゴム状止水膜の場合、帯状の膜板を順次挿入して
ゆくが、鉛直継手をどう止水するかが重要な課題
となる。この点、本発明によれば、鉛直継手部分
で止水膜を風船状に膨らませ圧着させることによ
り止水するので、その弾性を利用してより確実な
止水が可能になり、又、大深度の施工も可能にな
る。さらには、ロツキングパイプや仕切板への取
付方法も可能になつた。
As is clear from the above description, the water-blocking wall according to the present invention is one in which a water-blocking membrane such as a rubber plate is inserted in place of the conventional steel sheet pile, and in the case of such a rubber-like water-blocking membrane, , band-shaped membrane plates are successively inserted, but the important issue is how to stop the vertical joint from leaking. In this regard, according to the present invention, water is stopped by inflating the water-stop membrane at the vertical joint part into a balloon shape and crimping it, so that more reliable water stop is possible by utilizing its elasticity. construction will also become possible. Furthermore, it has become possible to attach it to locking pipes and partition plates.
第1図は本発明に係る遮水壁に使用される止水
膜鉛直継手の1実施例を示す図、第2図はロツキ
ングパイプの取付方法を説明するための図、第3
図は仕切板の取付方法を説明するための図、第4
図は連結金具の保持方法を説明するための図であ
る。
1,2,13,24と33……止水膜、3,
4,11,12,22,23,31と32……連
結ガイド、5……弾性棒、6……締付ボルト、7
……風船部、8……注入グラウト、14……仮ガ
イド、21……仕切板、34……横繋ぎ材、35
……ブレース。
Fig. 1 is a diagram showing one embodiment of a water-stop membrane vertical joint used in a water-shielding wall according to the present invention, Fig. 2 is a diagram for explaining a method of installing a locking pipe, and Fig. 3
The figure is a diagram for explaining how to install the partition plate.
The figure is a diagram for explaining a method of holding the connecting fitting. 1, 2, 13, 24 and 33...water-stop membrane, 3,
4, 11, 12, 22, 23, 31 and 32...Connection guide, 5...Elastic rod, 6...Tightening bolt, 7
... Balloon part, 8 ... Injection grout, 14 ... Temporary guide, 21 ... Partition plate, 34 ... Horizontal connecting material, 35
...Brace.
Claims (1)
る遮水壁であつて、開口を有する第1の連結ガイ
ドで止水膜を挟持し、前記第1の連結ガイドに嵌
合する第2の連結ガイドを用いて前記止水膜と連
結する追加止水膜を挟持すると共に、第1の連結
ガイドと第2の連結ガイドとの嵌合部に中空空間
を形成して止水膜による風船部を設け、該風船部
にグラウト材を注入して膨らませ止水膜間を圧着
止水するように構成したことを特徴とする遮水
壁。 2 第2の連結ガイドは、第1の連結ガイドの内
側に挿入して嵌合することを特徴とする特許請求
の範囲第1項記載の遮水壁。 3 風船部は、第2の連結ガイドにより挟持され
る止水膜により形成することを特徴とする特許請
求の範囲第1項記載の遮水壁。 4 止水膜の一方は、中空空間で弾性棒を巻き込
んで挟持されることを特徴とする特許請求の範囲
第1項記載の遮水壁。[Scope of Claims] 1. A water-blocking wall configured by connecting water-blocking membranes using connecting guides, wherein the water-blocking membrane is held between a first connecting guide having an opening, and the first connecting guide An additional water-stop film connected to the water-stop film is sandwiched using a second connection guide that fits into the water-stop film, and a hollow space is formed at the fitting portion of the first connection guide and the second connection guide. 1. A water-shielding wall characterized in that a balloon portion is provided with a water-stopping film, and the balloon portion is injected with grout and inflated to press between the water-stopping films to seal water. 2. The water-shielding wall according to claim 1, wherein the second connection guide is inserted and fitted inside the first connection guide. 3. The water-shielding wall according to claim 1, wherein the balloon portion is formed by a water-stop film held between the second connection guides. 4. The water-blocking wall according to claim 1, wherein one of the water-blocking membranes is held in a hollow space by winding an elastic rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21739686A JPS6375217A (en) | 1986-09-16 | 1986-09-16 | Waterproof wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21739686A JPS6375217A (en) | 1986-09-16 | 1986-09-16 | Waterproof wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6375217A JPS6375217A (en) | 1988-04-05 |
| JPH0360974B2 true JPH0360974B2 (en) | 1991-09-18 |
Family
ID=16703532
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP21739686A Granted JPS6375217A (en) | 1986-09-16 | 1986-09-16 | Waterproof wall |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6375217A (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6282836B2 (en) * | 2013-10-23 | 2018-02-21 | サンデン商事株式会社 | Seismic structure of frozen wall constructed around nuclear power generation facilities |
| JP5661956B1 (en) * | 2014-01-20 | 2015-01-28 | 株式会社フジクラ | Water shielding system around the reactor facility |
| JP7277249B2 (en) * | 2019-05-07 | 2023-05-18 | ジーイー-ヒタチ・ニュークリア・エナジー・アメリカズ・エルエルシー | METHOD OF FORMING WATER-STOP WALL IN PRESSURE SUPPRESSION CHAMBER AND STRUCTURE OF WATER-STOP WALL |
-
1986
- 1986-09-16 JP JP21739686A patent/JPS6375217A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6375217A (en) | 1988-04-05 |
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