JPH0729100U - Drainage material for sprayed concrete surface in tunnel construction - Google Patents

Drainage material for sprayed concrete surface in tunnel construction

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Publication number
JPH0729100U
JPH0729100U JP6274393U JP6274393U JPH0729100U JP H0729100 U JPH0729100 U JP H0729100U JP 6274393 U JP6274393 U JP 6274393U JP 6274393 U JP6274393 U JP 6274393U JP H0729100 U JPH0729100 U JP H0729100U
Authority
JP
Japan
Prior art keywords
water
plastic net
drainage material
impermeable sheet
woven cloth
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.)
Pending
Application number
JP6274393U
Other languages
Japanese (ja)
Inventor
敏彦 小松
潔 小林
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.)
Maeda Corp
Original Assignee
Maeda Corp
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 Maeda Corp filed Critical Maeda Corp
Priority to JP6274393U priority Critical patent/JPH0729100U/en
Publication of JPH0729100U publication Critical patent/JPH0729100U/en
Pending legal-status Critical Current

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  • Lining And Supports For Tunnels (AREA)

Abstract

(57)【要約】 【目的】 トンネル工事等の地山へ吹付けた一次吹付コ
ンクリート表面からの湧水を排水する。 【構成】 塩化ビニールシート等の水を透過しない不透
水シート1と水を透過する比較的目の荒い織布またはプ
ラスチックネット2を重合すると共に、前記不透水シー
ト1と織布またはプラスチックネット2とを一定間隔で
縦方向に縫合3し、施工現場において湧水個所に合わせ
て柔軟性のあるコルゲート有孔管4を前記不透水シート
1と織布またはプラスチックネット2間に縦方向に挿入
固定できるようにして排水材5が形成されている。
(57) [Summary] [Purpose] Drain the spring water from the surface of the primary sprayed concrete that has been sprayed onto the ground such as in tunnel construction. [Structure] A water-impermeable impermeable sheet 1 such as a vinyl chloride sheet and a relatively water-permeable woven cloth or plastic net 2 are polymerized, and the water-impermeable sheet 1 and the woven cloth or plastic net 2 are combined. Can be sewn in the vertical direction at regular intervals, and a flexible corrugated perforated pipe 4 can be inserted and fixed in the vertical direction between the impermeable sheet 1 and the woven cloth or the plastic net 2 in accordance with the location of the spring water at the construction site. Thus, the drainage material 5 is formed.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、トンネル工事において、トンネルの一次吹付コンクリート表面に出 てくる湧水を下方向に排水する排水材に関するものである。 The present invention relates to a drainage material that drains downwardly the spring water that emerges on the surface of the primary shotcrete of a tunnel during tunnel construction.

【0002】[0002]

【従来の技術】[Prior art]

通常、掘削されたトンネルの地山に一次コンクリートが吹付けられるが、地山 から湧水がある場合、前記一次吹付コンクリートが流されることから、地山に不 織布製の排水材を張付け、その上に一次コンクリートを吹付けていた。そして、 この場合地山(岩盤)に直接前記排水材を張付けるので不織布でも目詰まりの心 配は余りなかった。 Normally, the primary concrete is sprayed on the ground of the excavated tunnel, but if there is spring water from the ground, the primary sprayed concrete will be washed away, so a non-woven cloth drainage material will be applied to the ground. The primary concrete was sprayed on it. In this case, since the drainage material is directly attached to the ground (rock bed), there is not much tendency for clogging even with non-woven fabric.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

しかしながら、前記従来のように地山に排水材を張付けて湧水を地下に逃がし 、一次吹付コンクリート工事を行っても、ロックボルトおよびH型支保工設置個 所から一次吹付コンクリートをつき抜けて湧水が発生することが多いという問題 点があった。 However, even if the drainage material is attached to the natural ground and the spring water escapes to the underground as in the above-mentioned conventional method, and the primary spray concrete construction is carried out, the primary spray concrete penetrates from the place where the rock bolt and the H-shaped support work are installed. There was a problem that water was often generated.

【0004】 また、前記従来の排水材の巾は約15〜20cmであって、これでは湧水個所 全部を覆いきれず、つぎはぎしても排水工事が不完全であるという問題点があっ た。In addition, the width of the conventional drainage material is about 15 to 20 cm, which cannot cover the whole spring location, and there is a problem that the drainage work is incomplete even if it is patched. .

【0005】 更に、前記従来の排水材裏面は不織布で形成されているので、長時間の使用で 一次吹付コンクリートからの遊離石灰が不織布中に沈着し、目詰まりを起こし最 終的には排水機能がなくなってしまうという問題点があった。Further, since the back surface of the conventional drainage material is formed of a non-woven fabric, free lime from the primary shotcrete is deposited in the non-woven fabric after long-term use, causing clogging, and finally the drainage function. There was a problem that it disappeared.

【0006】 また更に、湧水は複数の個所から同時に起こることが多いので、前記従来の排 水材ではそれを一度にカバーすることが困難であるという問題点があった。Further, since spring water often occurs simultaneously from a plurality of locations, it is difficult for the conventional drainage material to cover it at once.

【0007】 本考案は、前記従来の問題点を解決することを目的とするトンネル工事におけ る吹付コンクリート表面排水材を提供しようとするものである。The present invention is intended to provide a sprayed concrete surface drainage material for tunnel construction for the purpose of solving the above conventional problems.

【0008】[0008]

【課題を解決するための手段】[Means for Solving the Problems]

本考案は、不透水シートと比較的目の荒い織布またはプラスチックネットとを 重合すると共に、前記不透水シートと織布またはプラスチックネットとを一定間 隔で縦方向に縫合し、前記不透水シートと織布またはプラスチックネット間に湧 水個所に合わせて1本または複数本の柔軟性のあるコルゲート有孔管を縦方向に 挿入固定するという手段を採用することにより、上記問題点を解決した。 According to the present invention, a water-impermeable sheet and a woven cloth or plastic net having relatively coarse mesh are polymerized, and the water-impermeable sheet and the woven cloth or plastic net are sewn in a longitudinal direction at a constant interval to form the water-permeable sheet. The above-mentioned problems were solved by adopting a means of vertically inserting and fixing one or more flexible corrugated perforated pipes between the woven cloth or the plastic net according to the spring location.

【0009】[0009]

【作用】[Action]

上記構成より成る本考案によれば、施工現場において湧水個所に位置するよう 1本または複数本のコルゲート有孔管を不透水シートと比較的目の荒い織布また はプラスチックネット間に挿入し、前記不透水シートを表側にして一次吹付コン クリート壁面に張付け固定する。排水材はすべて柔軟性があり、一次吹付コンク リート壁の凹凸面になじんで固定される。一次吹付コンクリート壁面からの湧水 は織布またはプラスチックネットを透過してコルゲート有孔管へ導かれ、下方へ 排水される。 According to the present invention having the above configuration, one or more corrugated perforated pipes are inserted between the impermeable sheet and the relatively coarse woven cloth or plastic net so as to be located at the spring location at the construction site. Then, fix the water-impermeable sheet on the front side of the primary spraying concrete wall with the front side facing up. All drainage materials are flexible and conform to the uneven surface of the primary spray concrete wall and fixed. The spring water from the wall surface of the primary sprayed concrete penetrates the woven cloth or plastic net, is guided to the corrugated perforated pipe, and is drained downward.

【0010】[0010]

【実施例】【Example】

本考案の実施の一例を図面に基づいて詳細に説明すると、塩化ビニールシート 等の水を透過しない不透水シート1と水を透過する比較的目の荒い織布またはプ ラスチックネット2を重合すると共に、前記不透水シート1と織布またはプラス チックネット2とを一定間隔で縦方向に縫合3し、施工現場において湧水個所に 合わせて柔軟性のあるコルゲート有孔管4を、前記不透水シート1と織布または プラスチックネット2間に縦方向に挿入固定できるようにして排水材5が形成さ れている。 An embodiment of the present invention will be described in detail with reference to the drawings. A water-impermeable impermeable sheet 1 such as a vinyl chloride sheet and a water-permeable relatively woven cloth or plastic net 2 are polymerized and The impermeable sheet 1 and the woven cloth or the plastic net 2 are sewn in the longitudinal direction 3 at regular intervals, and the flexible corrugated perforated pipe 4 is fitted to the spring location at the construction site. A drainage material 5 is formed so that it can be inserted and fixed in the longitudinal direction between 1 and a woven cloth or a plastic net 2.

【0009】 次に、本考案の実施例の作用について説明する。 施工現場において、湧水個所に合わせて不透水シート1と比較的目の荒い織布 またはプラスチックネット2間にコルゲート有孔管4を挿入固定した排水材5を 図3に示すように、地山Aに吹付けられた一次吹付コンクリート壁Bに不透水シ ート1側を表側にして張付けて打鋲6して固定する。この場合、排水材5はコル ゲート有孔管4も含めてすべて柔軟材質で形成されているため、一次吹付コンク リート壁Bの凹凸面になじんで固定されるのである。Next, the operation of the embodiment of the present invention will be described. At the construction site, the drainage material 5 in which the corrugated perforated pipe 4 is inserted and fixed between the impermeable sheet 1 and the woven cloth or plastic net 2 having a relatively coarse mesh according to the location of the spring is shown in FIG. The water-impermeable sheet 1 side is attached to the primary sprayed concrete wall B sprayed on A with the water-impermeable sheet 1 side facing up, and the rivets 6 are fixed. In this case, since the drainage material 5, including the corrugated perforated pipe 4, is all made of a flexible material, the drainage material 5 fits into and is fixed to the uneven surface of the primary spray concrete wall B.

【0010】 もし、湧水が広範囲の場合は複数枚の排水材5のそれぞれの端部を重合して前 記一次吹付コンクリート壁Bに張付け打鋲6して固定する。If the spring water is in a wide range, the ends of the plurality of drainage materials 5 are superposed and attached to the above-mentioned primary sprayed concrete wall B by tacking and fixing them.

【0011】 また、湧水が狭い範囲であれば、前記排水材5を縦方向に切断して巾を狭くし て使用してもよい。In addition, if the spring water is in a narrow range, the drainage material 5 may be cut in the vertical direction to have a narrow width.

【0012】 そして、前記排水材5が一次吹付コンクリート壁Bに張付けられて打鋲6して 固定されると、該一次吹付コンクリート壁Bの表面に出てきた湧水は、織布また はプラスチックネット2を透過してコルゲート有孔管4に導かれて下方へ排水さ れる。[0012] When the drainage material 5 is attached to the primary sprayed concrete wall B and fixed by rivets 6, the spring water that has come out to the surface of the primary sprayed concrete wall B is woven or plastic. After passing through the net 2, it is guided to the corrugated perforated pipe 4 and drained downward.

【0013】[0013]

【考案の効果】[Effect of device]

本考案は上述のようであるから、コルゲート有孔管を不透水シートと比較的目 の荒い織布またはプラスチックネット間に挿入する位置を湧水個所に合わせて施 工現場で任意に選べるので、湧水の排水が極めて効率よく行われる。また、比較 的目の荒い織布またはプラスチックネットを使用しているので、一次吹付コンク リート中の遊離石灰が前記織布またはプラスチックネットに沈着することもなく 、目詰まりも起こらず、排水効果を上げることができる。更に、排水材はすべて 柔軟性のある材質で形成されているため、一次吹付コンクリート壁の凹凸面にな じみ、密着して固定され、排水効率が良い。また更に、一次吹付コンクリート壁 の前面に排水材を張付けるため、排水材が前記一次吹付コンクリート壁に密着し 、打鋲部分および支保工設置個所からの湧水が発生することがない。 Since the present invention is as described above, the position of inserting the corrugated perforated pipe between the impermeable sheet and the woven cloth or plastic net having a relatively coarse mesh can be arbitrarily selected at the construction site according to the spring location. The spring water is drained extremely efficiently. In addition, since the comparatively coarse woven cloth or plastic net is used, free lime in the primary spray concrete does not deposit on the woven cloth or plastic net, clogging does not occur, and the drainage effect is achieved. Can be raised. Furthermore, since the drainage material is made of a flexible material, it fits well to the uneven surface of the primary sprayed concrete wall and is fixed in close contact, resulting in good drainage efficiency. Furthermore, since the drainage material is attached to the front surface of the primary sprayed concrete wall, the drainage material is in close contact with the primary sprayed concrete wall, and spring water does not occur from the rivet part and the supporting work installation place.

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

【図1】本考案トンネル工事における吹付コンクリート
表面排水材における不透水シートと比較的目の荒い織布
またはプラスチックネットとを縫合した状態を示す斜視
図である。
FIG. 1 is a perspective view showing a state in which a water impermeable sheet and a relatively coarse woven cloth or a plastic net are sewn together in a drainage material for sprayed concrete surface in a tunnel construction of the present invention.

【図2】本考案トンネル工事における吹付コンクリート
表面排水材の斜視図である。
FIG. 2 is a perspective view of a sprayed concrete surface drainage material in the tunnel construction of the present invention.

【図3】本考案トンネル工事における吹付コンクリート
表面排水材の使用状態を示す斜視図である。
FIG. 3 is a perspective view showing a usage state of sprayed concrete surface drainage material in the tunnel construction of the present invention.

【符号の説明】[Explanation of symbols]

1 不透水シート、 2 目の荒い織布またはプラスチ
ックネット、 3 縫合、 4 柔軟性のあるコルゲー
ト有孔管、 5 排水材。
1 impermeable sheet, 2 coarse woven cloth or plastic net, 3 stitching, 4 flexible corrugated perforated pipe, 5 drainage material.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 不透水シートと比較的目の荒い織布また
はプラスチックネットとを重合すると共に、前記不透水
シートと織布またはプラスチックネットとを一定間隔で
縦方向に縫合し、前記不透水シートと織布またはプラス
チックネット間に湧水個所に合わせて1本または複数本
の柔軟性のあるコルゲート有孔管を縦方向に挿入固定で
きるように形成して成るトンネル工事における吹付コン
クリート表面排水材。
1. The water-impermeable sheet is polymerized with a woven fabric or plastic net having a relatively rough mesh, and the water-impermeable sheet and the woven fabric or plastic net are sewn in the longitudinal direction at regular intervals to obtain the water-impermeable sheet. And a woven cloth or a plastic net. One or more flexible corrugated perforated pipes are formed so that they can be inserted and fixed in the longitudinal direction according to the location of spring water.
JP6274393U 1993-10-29 1993-10-29 Drainage material for sprayed concrete surface in tunnel construction Pending JPH0729100U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6274393U JPH0729100U (en) 1993-10-29 1993-10-29 Drainage material for sprayed concrete surface in tunnel construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6274393U JPH0729100U (en) 1993-10-29 1993-10-29 Drainage material for sprayed concrete surface in tunnel construction

Publications (1)

Publication Number Publication Date
JPH0729100U true JPH0729100U (en) 1995-06-02

Family

ID=13209185

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6274393U Pending JPH0729100U (en) 1993-10-29 1993-10-29 Drainage material for sprayed concrete surface in tunnel construction

Country Status (1)

Country Link
JP (1) JPH0729100U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114368193A (en) * 2022-01-17 2022-04-19 霖和气候科技(北京)有限公司 Manufacturing method of corrugated film

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114368193A (en) * 2022-01-17 2022-04-19 霖和气候科技(北京)有限公司 Manufacturing method of corrugated film
CN114368193B (en) * 2022-01-17 2023-09-08 霖和气候科技(北京)有限公司 Manufacturing method of corrugated film

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