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JPS6018800B2 - How to install tunnel water stop sheet - Google Patents
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JPS6018800B2 - How to install tunnel water stop sheet - Google Patents

How to install tunnel water stop sheet

Info

Publication number
JPS6018800B2
JPS6018800B2 JP54046249A JP4624979A JPS6018800B2 JP S6018800 B2 JPS6018800 B2 JP S6018800B2 JP 54046249 A JP54046249 A JP 54046249A JP 4624979 A JP4624979 A JP 4624979A JP S6018800 B2 JPS6018800 B2 JP S6018800B2
Authority
JP
Japan
Prior art keywords
water
stop sheet
sheet
water stop
tunnel water
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
Application number
JP54046249A
Other languages
Japanese (ja)
Other versions
JPS55138597A (en
Inventor
隆 大須賀
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.)
TSUKEN SANGYO KK
Original Assignee
TSUKEN SANGYO 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 TSUKEN SANGYO KK filed Critical TSUKEN SANGYO KK
Priority to JP54046249A priority Critical patent/JPS6018800B2/en
Publication of JPS55138597A publication Critical patent/JPS55138597A/en
Publication of JPS6018800B2 publication Critical patent/JPS6018800B2/en
Expired legal-status Critical Current

Links

Landscapes

  • Lining And Supports For Tunnels (AREA)

Description

【発明の詳細な説明】 本発明は、トンネルのロックボルト工法、コンクリート
吹付工法並に岩盤等に対する止水シートの取付方法に関
するもので、仮巻工法に於いてもピン孔等に於けるシー
トの破損なく、充分な水密性を保ち、裏空隙を保って集
水村の設置を容易にし、裏面排水を完全ならしめる工法
を特徴としたものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a rock bolt construction method for tunnels, a concrete spraying method, and a method for attaching a water-stop sheet to rock, etc. Also in the temporary wrapping method, the method of attaching a water-stop sheet to pin holes, etc. It is characterized by a construction method that maintains sufficient watertightness without damage, maintains back voids, facilitates the installation of a water collection village, and ensures complete drainage from the back side.

各シートは予め側端に加工した両面テープで接着連接す
るものである。
Each sheet is adhesively connected with double-sided tape that has been pre-processed on the side edges.

今その実施例を図によって説明すると、酢酸ビニール等
からなる止水シートーに、環部2を突設した前記止水シ
ートと同一素材の盤体3を任意個所に高周波溶着し、当
該止水シートをその残部2にばね鋼からなるリング4を
係合し、これに直角方向に係合したりング5でトンネル
内装コンクリートを保持するスチールメッシュ6のワイ
ヤ一7に留め掛けする工法を特徴としたものである。
Now, to explain an example using a diagram, a water-stop sheet made of vinyl acetate or the like is coated with a disc body 3 made of the same material as the water-stop sheet and having a protruding ring portion 2 at an arbitrary location, and then the water-stop sheet is A ring 4 made of spring steel is engaged with the remaining part 2, and a ring 5 that is engaged in a perpendicular direction is fastened to a wire 7 of a steel mesh 6 that holds the concrete inside the tunnel. It is something.

従来トンネル工法のH型鋼に対する止水シートの取付方
法は、H型鋼のフランジという一定規格の安定した足掛
りがあり、各H型鋼のサイズに合つたストッパーにより
強固にシート張りすることができたが、仮巻工法に於て
は、厚みのあるシートを鋼材ピン又はコンクリート用ピ
ンで直接コンクリートか岩盤に打ち留めるため、ピンを
打ち込んだ個所のシートが破損してその部分から漏水す
る欠点あり、又髪空隙がないから集水材の設置が問題で
裏面排水が困難である欠点があった。本発明は、上記欠
点を解決したもので、シートは孔をあげることなく、十
字方向に係合したりング4,5によってコンクリート芯
となる金網に懸吊支持されるので、シートの前後左右の
ずれにも対応でき、又シートの裏側に裏間隙が全面に形
成されるので、集水材の設置が溶易で裏面排水も完全容
易となるもので、掘削施工の場合、先づ岩盤を掘削し、
適当個所にロックボルト8を打ち込んでこれにスチール
メッシュ6を取付け張架し、このスチールメッシュのワ
イヤに本願止水シートをリングで取付ける。そしてシー
ト裏面に吹付コンクリートを打設し、その後仕上コンク
リートを覆工打設する。素堀の地山に打ち込むロックボ
ルトは凹凸が激しい面ではボルトのヘッドが必ずしも均
等なしベルで突出するとは限らないため、一定の位置に
抱東されるヘッドを使用せず、岩盤の掘削面全面に張架
されるスチールメッシュを利用して2個のりングを介し
てスチールメッシュに係合するものである。環部を持つ
盤板の位置が、集水材の位置に当る場合は、リング5を
数個連結してメッシュのワイヤ一に留め掛けすれば、リ
ングをずらして懸吊保持できる。即ち本願に於ては止水
シートとコンクリートの芯となるスチールメッシュの間
にリング4,5によって髪間隙が形成されるので、この
間に集水材の設置も容易となり裏面排水が完全となる。
The method of attaching waterstop sheets to H-beams in conventional tunnel construction methods had a stable foothold based on a certain standard, the flange of the H-beams, and the sheet could be firmly attached using stoppers that matched the size of each H-beam. In the temporary wrapping method, the thick sheet is fastened directly to concrete or bedrock using steel pins or concrete pins, so there is a drawback that the sheet may break where the pins are driven and water leaks from that area. Since there are no hair voids, there is a problem in installing water collection materials and it is difficult to drain water from the back side. The present invention solves the above-mentioned drawbacks, and since the sheet is suspended and supported on the wire mesh that serves as the concrete core by the rings 4 and 5 that engage in the cross direction without making any holes, the sheet can be It can also handle misalignment, and since the back gap is formed on the entire surface on the back side of the sheet, it is easy to install water collection material and drainage from the back side is completely easy. death,
A lock bolt 8 is driven into an appropriate location, a steel mesh 6 is attached and stretched, and the water stop sheet of the present invention is attached to the steel mesh wire with a ring. Shotcrete is then placed on the back of the sheet, and then finishing concrete is placed as a lining. When rock bolts are driven into the ground of a base moat, the head of the bolt does not necessarily protrude evenly on extremely uneven surfaces, so instead of using a head that is held in a fixed position, This method utilizes a steel mesh that is stretched over the steel mesh and engages with the steel mesh through two rings. If the position of the plate having the ring portion corresponds to the position of the water collection material, several rings 5 may be connected and hooked to the mesh wire, so that the rings can be shifted and held suspended. That is, in the present invention, a hair gap is formed by the rings 4 and 5 between the water-stop sheet and the steel mesh serving as the core of the concrete, so that the water collection material can be easily installed between this gap and the back surface drainage is completed.

メッシュのワイヤ端末が尖つている場合は、コンクリー
ト打談時にシートが重圧によって破れるので、これを保
護し且集水の目的をかねて第2図の如く集水村9を細い
針金でメッシュ6を固定する。なおこれら集水材はシー
トで全面的に被覆されるため、コンクリート打談時に於
てコンクリート成分の混入は一切無く、目詰りすること
は全くない。以上の如くトンネル仮巻工法に於ける止水
シートは何等破損の恐れなく、完全水密が保たれ、集水
設備も完全施工でき漏水のない止水シートの取付けがで
きる効果があるものである。
If the wire ends of the mesh are sharp, the sheet will tear under heavy pressure during concrete pouring, so to protect this and also for the purpose of collecting water, the mesh 6 is fixed at the water collection village 9 with thin wire as shown in Figure 2. . Since these water collecting materials are completely covered with sheets, there is no mixing of concrete components during concrete pouring, and there is no possibility of clogging. As described above, the water-stop sheet used in the tunnel temporary wrapping method has the effect of maintaining complete watertightness without any fear of damage, allowing complete construction of water collection equipment, and allowing installation of the water-stop sheet without leakage.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は留め掛状態の正面図、第2図は集水材を固定し
た状態の斜視図、第3図は止水シートの斜視図である。 1・・・・・・止水シート、2・・・・・・環部、3÷
・・・・・盤体、4,5……リング、6……スチールメ
ッシュ、7..・・・・ワイヤ一、8・・・・・・ロッ
クボルト、9・・・・・・集水材。
′袋′図多2図 第3図
FIG. 1 is a front view of the hooked state, FIG. 2 is a perspective view of the water collecting material fixed, and FIG. 3 is a perspective view of the water stop sheet. 1...Water stop sheet, 2...Ring, 3÷
...Disc body, 4, 5...Ring, 6...Steel mesh, 7. .. ...Wire 1, 8...Rock bolt, 9...Water collection material.
'Bag' Figure 2 Figure 3

Claims (1)

【特許請求の範囲】[Claims] 1 酢酸ビニール等からなる止水シートに、環部を突設
した前記止水シートと同一素材の盤体を任意個所に高周
波溶着し、当該止水シートを、環部にばね鋼からなる2
個のリングを介してトンネル内装コンクリートを保持す
るスチールメツシユのワイヤに係合連結して取付けるこ
とを特徴とするトンネル止水シートの取付法。
1. A water-stop sheet made of vinyl acetate, etc., with a protruding ring part made of the same material as the water-stop sheet is high-frequency welded to any location, and the water-stop sheet is attached to the ring part made of spring steel.
A method for installing a tunnel water stop sheet, which is characterized in that it is installed by engaging and connecting it to a wire of a steel mesh that holds tunnel interior concrete through two rings.
JP54046249A 1979-04-16 1979-04-16 How to install tunnel water stop sheet Expired JPS6018800B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP54046249A JPS6018800B2 (en) 1979-04-16 1979-04-16 How to install tunnel water stop sheet

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP54046249A JPS6018800B2 (en) 1979-04-16 1979-04-16 How to install tunnel water stop sheet

Publications (2)

Publication Number Publication Date
JPS55138597A JPS55138597A (en) 1980-10-29
JPS6018800B2 true JPS6018800B2 (en) 1985-05-13

Family

ID=12741876

Family Applications (1)

Application Number Title Priority Date Filing Date
JP54046249A Expired JPS6018800B2 (en) 1979-04-16 1979-04-16 How to install tunnel water stop sheet

Country Status (1)

Country Link
JP (1) JPS6018800B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0762439B2 (en) * 1987-06-24 1995-07-05 シ−アイ化成株式会社 Water stop structure for tunnel

Also Published As

Publication number Publication date
JPS55138597A (en) 1980-10-29

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