JP2008014062A - Fireproof panel for tunnel, and fireproof structure of tunnel using the same - Google Patents

Fireproof panel for tunnel, and fireproof structure of tunnel using the same Download PDF

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JP2008014062A
JP2008014062A JP2006187624A JP2006187624A JP2008014062A JP 2008014062 A JP2008014062 A JP 2008014062A JP 2006187624 A JP2006187624 A JP 2006187624A JP 2006187624 A JP2006187624 A JP 2006187624A JP 2008014062 A JP2008014062 A JP 2008014062A
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tunnel
fireproof
panel
sheet material
reinforcing sheet
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Iwao Nishioka
巌 西岡
Masaharu Nakano
正晴 中野
Yoshimasa Kyoya
宜正 京屋
Toshiyuki Okaya
利之 岡谷
Satoshi Maruyama
諭 丸山
Ichiro Iwatani
一郎 岩谷
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Taisei Corp
A&A Material Corp
KFC Ltd
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Taisei Corp
A&A Material Corp
KFC Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To improve impact resistance and explosion resistance while excellently preventing infiltration of spring water or the like into fireproof panels for a tunnel in a fireproof structure of the tunnel using the fireproof panels used as a fireproof internal finishing material or the like for a mountain tunnel or various other tunnels. <P>SOLUTION: The fireproof panels 1 for the tunnel laid on the inner surface of tunnel lining F, are formed by laminating and integrally sticking a reinforcing sheet material 11 with heat resistance and cut-off property on the back face side of fireproof panel bodies 10. The fireproof panels 1 are arranged circumferentially in the axial direction of the tunnel on the inner surface of the tunnel lining F, and the respective fireproof panels 1 are mounted and supported at predetermined spaces on the inner surface of tunnel lining through space holding members 2. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、例えば山岳トンネルやシールドトンネル、その他各種のトンネルに耐火内装材等として用いられるトンネル用耐火パネルおよびそれを用いたトンネル耐火構造に関する。   The present invention relates to a fireproof panel for a tunnel used as a fireproof interior material in a mountain tunnel, a shield tunnel, and other various tunnels, and a tunnel fireproof structure using the same.

従来、上記のようなトンネルを耐火構造にする技術は、種々提案されており、その1つとしてトンネル覆工内面に所定の大きさ形状の耐火パネルをトンネル軸方向および周方向に並べて敷設するようにしたものは知られている(例えば下記特許文献1、2参照)。   Conventionally, various techniques for making the above-described tunnel fire-proof structure have been proposed, and as one of them, a fire-resistant panel having a predetermined size and shape is laid in the tunnel axial direction and the circumferential direction on the inner surface of the tunnel lining. What is made is known (for example, refer to Patent Documents 1 and 2 below).

上記のようなトンネル覆工内面に敷設する耐火パネルは、耐火性能を有することはもちろんであるが、トンネル構造体の一部として使用するものであるから、種々の特性が要求され、その1つとして先ず地山内から浸透してくる湧水に対する止水性や耐久性が要求される。例えば、シールドトンネルは工場等で予め作製された水密性の高いセグメントを防水パッキン等を介して現場で組立てながら覆工を構築するので、覆工内への水の浸透は少ないが、山岳トンネルは覆工用コンクリートを現場で打設して覆工を構築するものであるから、シールドトンネルに比べて透水性が高く、地山内から覆工内に浸透してきた水の処理が重要となる。   The fireproof panel laid on the inner surface of the tunnel lining as described above has a fireproof performance, but it is used as a part of the tunnel structure, so various characteristics are required. First of all, water-stopping and durability against spring water penetrating from the ground are required. For example, a shield tunnel is constructed in advance by assembling a highly water-tight segment prepared in advance at a factory, etc., through waterproof packing, etc., so that there is little water penetration into the lining, Since lining is constructed by placing concrete for lining on site, water permeability is higher than that of shield tunnels, and it is important to treat water that has penetrated into the lining from the ground.

また例えば道路トンネルに使用する耐火パネルは、自動車事故による衝撃によって破損したり火災による温度上昇によって爆裂したりしないように、耐衝撃性や耐爆裂性等を有することが望ましく、また火災発生時に隣り合う耐火パネル間の隙間から火炎が進入して覆工が変質したり劣化して耐久性が低下しないようにする必要がある。   In addition, fireproof panels used for road tunnels, for example, should have impact resistance and explosion resistance so that they will not be damaged by an impact due to an automobile accident or explode due to a temperature rise due to a fire. It is necessary to prevent the flame from entering through the gaps between the matching fireproof panels so that the lining is altered or deteriorated and the durability is not lowered.

そこで下記特許文献1においては、隣り合う耐火パネル間の背面側(覆工側)にロックウールやセラミックブランケット等の火炎巻込防止材(継目閉塞材)を設置してパネル間の背面側に火炎が進入しないようにしているが、上記のような火炎巻込防止材を耐火パネルと覆工との間に介在させると、覆工内に流入してきた湧水を覆工と耐火パネルとの間から下方に流出させる際の水の流れを妨げるおそれがある。   Therefore, in the following Patent Document 1, flame entrapment material (seam closure material) such as rock wool or ceramic blanket is installed on the back side (lining side) between adjacent fireproof panels, and the flame is placed on the back side between the panels. However, if the above-mentioned flame entrainment prevention material is interposed between the refractory panel and the lining, the spring water flowing into the lining is placed between the lining and the refractory panel. There is a risk of hindering the flow of water when flowing downward from the water.

これに対し、下記特許文献2においては、トンネル覆工内面に敷設した耐火パネル(耐火被覆板)の継目の裏面側にバックアップ材を配置し、そのバックアップ材および上記耐火パネルと覆工内面との間に所定の間隔をおいてスペーサを介在させることによって、上記耐火パネル及びバックアップ材と覆工内面との間から湧水を下方に流すようにしているが、上記バックアップ材の固定が不充分となり勝ちで該バックアップ材と耐火被覆板との間に往々にして隙が生じたり剥離する等のおそれがある。   On the other hand, in the following Patent Document 2, a backup material is arranged on the back side of the seam of a fireproof panel (fireproof covering plate) laid on the inner surface of the tunnel lining, and the backup material and the fireproof panel and the inner surface of the lining are formed. By interposing a spacer at a predetermined interval between them, the spring water is allowed to flow downward from between the fireproof panel and the backup material and the inner surface of the lining, but fixing of the backup material becomes insufficient. There is a risk that a gap is often formed or peeled off between the backup material and the fireproof covering plate.

また上記のような耐火パネルとしては、例えば珪酸カルシウムやセラミックその他各種材質のものが用いられ、また性状としてはボード状またはマット状のものが多く用いられているが、その材質や性状によっては、耐火パネルの背面側に流れる湧水に長時間浸かった状態にあると、該パネルが膨潤したり変質して外観体裁を損ねたり、耐火性能・常時性能が低下する等の不具合がある。   Moreover, as a fireproof panel as described above, for example, calcium silicate, ceramics and other various materials are used, and as a property, a board shape or a mat shape is often used, but depending on the material and properties, When immersed in the spring water flowing on the back side of the fireproof panel for a long time, the panel swells or changes its quality and deteriorates its appearance, and fireproof performance and normal performance deteriorate.

さらに上記のような耐火パネルは、耐火性能を最大限に確保する一方で衝撃に対しては比較的弱いものが多く、例えば自動車事故等で衝撃を受けたときには、破損して飛び散ったり、火災による熱で爆裂する等のおそれがある。そこで、下記特許文献3および特許文献4においては、耐火材中に強化繊維や繊維質材料を混入して補強することが提案されているが、必ずしも充分な耐衝撃性や耐爆裂性等を得ることができない等の問題があった。   In addition, fireproof panels such as those described above, while ensuring the maximum fireproof performance, are often relatively vulnerable to impacts. There is a risk of explosion by heat. Therefore, in Patent Document 3 and Patent Document 4 below, it has been proposed to reinforce the fireproof material by mixing reinforcing fibers or fibrous materials, but sufficient impact resistance, explosion resistance, etc. are always obtained. There were problems such as being unable to do so.

特開2005−42456号公報JP 2005-42456 A 特開2005−155083号公報JP 2005-155083 A 特開2001−122670号公報JP 2001-122670 A 特開2003−300769号公報Japanese Patent Laid-Open No. 2003-300769

本発明は上記従来の問題点に鑑みて提案されたもので、トンネル覆工内面に敷設される耐火パネル内への湧水等の浸入を良好に防止できると共に、耐衝撃性や耐爆裂性等に優れたトンネル用耐火パネルおよびそれを用いたトンネル耐火構造を提供することを目的とする。   The present invention has been proposed in view of the above-described conventional problems, and can well prevent intrusion of spring water or the like into the fireproof panel laid on the inner surface of the tunnel lining, and has impact resistance, explosion resistance, and the like. An object of the present invention is to provide an excellent fireproof panel for tunnels and a tunnel fireproof structure using the same.

上記の目的を達成するために本発明によるトンネル用耐火パネルおよびそれを用いたトンネル耐火構造は、以下の構成としたものである。すなわち、本発明によるトンネル用耐火パネルは、トンネル覆工内面に敷設されるトンネル用耐火パネルであって、耐火性を有するパネル本体の、トンネル覆工内面に敷設したとき該覆工内面と対面する側である背面側に、耐衝撃性および止水性を有する補強用シート材を積層して一体的に固着したことを特徴とする。   In order to achieve the above object, a tunnel fireproof panel and a tunnel fireproof structure using the same according to the present invention have the following configurations. That is, the fireproof panel for tunnels according to the present invention is a fireproof panel for tunnels laid on the inner surface of the tunnel lining, and faces the inner surface of the lining when laid on the inner surface of the tunnel lining of the panel body having fire resistance. It is characterized in that a reinforcing sheet material having impact resistance and water-stopping property is laminated and fixed integrally on the back side which is the side.

上記パネル本体としては、例えばけい酸カルシウムやセラミック等その他耐火性を有するものであれば各種材質のものが使用可能であり、また上記パネル本体の性状としては、ボード状またはマット状その他適宜である。さらに上記の耐衝撃性および止水性を有する補強用シート材としては、例えばパネル本体と反対側面に多数の凹溝条を有するポリエチレンやEVA樹脂等の合成樹脂シートや、あるいはガラスクロス等を用いることができる。また、それらのシート材は、パネル本体の背面側に積層して溶着もしくは接着材等で一体的に固着すればよい。   As the panel body, various materials can be used as long as they have other fire resistance such as calcium silicate and ceramic, and the panel body has a board shape, a mat shape, or other appropriate properties. . Furthermore, as the reinforcing sheet material having the above-mentioned impact resistance and water-stopping property, for example, a synthetic resin sheet such as polyethylene or EVA resin having a number of concave grooves on the side opposite to the panel body, or glass cloth is used. Can do. Further, these sheet materials may be laminated on the back side of the panel body and fixed integrally by welding or an adhesive material.

また本発明によるトンネル耐火構造は、耐火性を有するパネル本体の背面側に、耐衝撃性および止水性を有する補強用シート材を積層して一体的に固着してなる耐火パネルを、その背面側をトンネル覆工内面に対面させてトンネル軸方向および周方向に並べて配置し、その各耐火パネルを間隔保持部材を介してトンネル覆工内面に所定の間隔をおいて取付け支持させたことを特徴とする。   Moreover, the tunnel fireproof structure according to the present invention comprises a fireproof panel formed by laminating a reinforcing sheet material having impact resistance and waterstop on the back side of the panel body having fire resistance, and integrally fixing the fireproof panel. Facing the inner surface of the tunnel lining and arranged side by side in the tunnel axial direction and circumferential direction, and each of the fireproof panels is mounted and supported on the inner surface of the tunnel lining with a predetermined interval via a spacing member. To do.

この場合、トンネル周方向に隣り合う耐火パネルを互いに突き合わせて配置し、その上側に位置する耐火パネルの補強用シート材の下端部を、下側に位置する耐火パネルの補強用シート材の上端部背面に重ねて配置すると共に、トンネル軸方向に隣り合う耐火パネル間の背面とトンネル覆工内面との間にトンネル周方向に延びる継目閉塞材を介在させるとよい。また上記補強用シート材のパネル本体と固着する面とは反対側の面には、必要に応じてトンネル周方向に延びる凹溝条をトンネル軸方向に所定の間隔をおいて多数設けるようにしてもよい。   In this case, the fireproof panels adjacent to each other in the circumferential direction of the tunnel are arranged to face each other, and the lower end portion of the reinforcing sheet material of the fireproof panel located on the upper side is the upper end portion of the reinforcing sheet material of the fireproof panel located on the lower side. It is preferable that a seam plugging material extending in the circumferential direction of the tunnel is interposed between the rear surface between the refractory panels adjacent to each other in the tunnel axis direction and the inner surface of the tunnel lining while being arranged overlapping the rear surface. In addition, on the surface of the reinforcing sheet material opposite to the surface to be fixed to the panel body, a plurality of concave grooves extending in the tunnel circumferential direction may be provided at predetermined intervals in the tunnel axial direction as necessary. Also good.

本発明によるトンネル用耐火パネルは、上記のように耐火性を有するパネル本体の背面側に耐衝撃性および止水性を有する補強用シート材を積層して一体的に固着したことによって、上記パネル本体内への水の浸入を良好に防止することができ、ひいてはトンネル内への漏水を防止することができると共に、上記補強用シート材によってパネル本体が背面側から補強され、耐衝撃性や耐爆裂性もしくはひび割れ防止効果を向上させることができる。その結果、例えば前記従来の繊維強化タイプの耐火パネルよりも耐衝撃性を向上させることが可能となると共に、自動車事故等による衝撃や熱によって万一パネル本体が破損したり爆裂した場合にも、上記シート材がパネル本体を拘束して該パネル本体が飛散するのを良好に防止することが可能となる。   The fireproof panel for a tunnel according to the present invention is obtained by laminating a reinforcing sheet material having impact resistance and waterstop on the back side of the panel body having fire resistance as described above, and integrally fixing the panel body. Intrusion of water into the interior can be satisfactorily prevented, and as a result, water leakage into the tunnel can be prevented, and the panel body is reinforced from the back side by the reinforcing sheet material, resulting in impact resistance and explosion resistance. Or the effect of preventing cracking can be improved. As a result, for example, it becomes possible to improve the impact resistance than the conventional fiber reinforced type fireproof panel, and even if the panel body is damaged or explode by an impact or heat due to an automobile accident or the like, It becomes possible to satisfactorily prevent the panel body from being scattered by the sheet material being restrained.

なお、上記の補強用シート材として、前述のようにパネル本体と反対側面に多数の凹溝条を有するポリエチレンやEVA樹脂等の合成樹脂シートを用いると、そのシートを熱風溶着機等で溶融してパネル本体の背面に容易に溶着することができる。また上記の凹溝条によって、湧水の排水方向を下方に誘導案内して良好に排水することが可能となる。さらに上記補強用シート材としてガラスクロスを用いた場合には、不燃性で耐火温度も高く、パネル本体の補強効果を更に向上させることができる。   If a synthetic resin sheet such as polyethylene or EVA resin having a large number of grooves on the side opposite to the panel main body is used as the reinforcing sheet material as described above, the sheet is melted by a hot air welding machine or the like. And can be easily welded to the back of the panel body. Moreover, it becomes possible to discharge | emit favorably by guide | inducing the guidance direction of the drainage of spring water below by said concave groove. Furthermore, when a glass cloth is used as the reinforcing sheet material, it is nonflammable and has a high fireproof temperature, so that the reinforcing effect of the panel body can be further improved.

また本発明によるトンネル耐火構造は、上記のように耐火性を有するパネル本体の背面に耐衝撃性および止水性を有する補強用シート材を積層して一体的に固着してなる耐火パネルを、その背面側をトンネル覆工内面に対面させてトンネル軸方向および周方向に並べて配置し、その各耐火パネルを間隔保持部材を介してトンネル覆工内面に所定の間隔をおいて取付け支持させるようにしたので、上記耐火パネルの発明と同様に耐衝撃性および止水性を有する補強用シート材によってパネル本体内への水の浸入を防止できると共に、覆工内に湧水が浸透してきた場合には、その覆工内面と耐火パネルとの間の隙間を通って下方に円滑に排出することができる。また上記の補強用シート材によって上記耐火パネルの発明と同様に耐衝撃性や耐爆裂性もしくはひび割れ防止効果を向上させることができる。   Further, the tunnel fireproof structure according to the present invention comprises a fireproof panel formed by laminating a reinforcing sheet material having impact resistance and waterstop on the back of the panel body having fire resistance as described above, and integrally fixing it. The rear side faces the tunnel lining inner surface and is arranged side by side in the tunnel axial direction and circumferential direction, and each fireproof panel is mounted and supported at a predetermined interval on the tunnel lining inner surface via a spacing member. Therefore, in the same manner as the invention of the fireproof panel, it is possible to prevent the intrusion of water into the panel body by the reinforcing sheet material having impact resistance and waterstop, and when the spring water penetrates into the lining, It can be smoothly discharged downward through the gap between the inner surface of the lining and the fireproof panel. Further, the reinforcing sheet material can improve the impact resistance, the explosion resistance, or the crack prevention effect as in the invention of the fireproof panel.

なお、この場合、前述のようにトンネル周方向に隣り合う耐火パネルを互いに突き合わせて配置し、その上側に位置する耐火パネルの補強用シート材の下端部を、下側に位置する耐火パネルの補強用シート材の上端部背面に重ねて配置すると、パネル本体内および耐火パネルの内側のトンネル内への水の浸入を更に良好に防止できる。またトンネル軸方向に隣り合う耐火パネル間の背面とトンネル覆工内面との間にトンネル周方向に延びる継目閉塞材を介在させると、例えばカーブ等のトンネル湾曲部でトンネル軸方向に隣り合うパネル間に隙間が生じた場合にも、その隙間から耐火パネルの背面側に火災発生時の火炎が入り込むのを防止すると共に湧水の浸入を防止することができる。   In this case, as described above, the fireproof panels adjacent to each other in the tunnel circumferential direction are arranged to face each other, and the lower end portion of the reinforcing sheet material of the fireproof panel located on the upper side is reinforced with the fireproof panel located on the lower side. If the sheet material is disposed so as to overlap the back surface of the upper end portion, it is possible to further prevent water from entering the tunnel inside the panel body and the fireproof panel. In addition, if a seam closing material extending in the circumferential direction of the tunnel is interposed between the back surface between the refractory panels adjacent to each other in the tunnel axis direction and the inner surface of the tunnel lining, for example, between adjacent panels in the tunnel axis direction at a tunnel curved portion such as a curve In the case where a gap is formed in the fireproof panel, it is possible to prevent a flame at the time of a fire from entering the back side of the fireproof panel from the gap and to prevent intrusion of spring water.

しかも上記継目閉塞材はトンネル軸方向に隣り合う耐火パネル間にトンネル周方向にのみ設けるので、トンネル覆工内面と耐火パネルとの間のトンネル周方向の水の流れを許容して例えば山岳トンネルのように湧水が多いトンネルにあっても良好に排水することができる。さらに上記補強用シート材のパネル本体と反対側の面に、上記のようにトンネル周方向に延びる多数の凹溝条を設けると、上記トンネル周方向の水の流れを更に円滑にして効率よく排水することが可能となるものである。   Moreover, since the seam blocking material is provided only in the tunnel circumferential direction between the fireproof panels adjacent to each other in the tunnel axial direction, the flow of water in the tunnel circumferential direction between the tunnel lining inner surface and the fireproof panel is allowed. Even in a tunnel with a lot of spring water, it can be drained well. Further, if a plurality of concave grooves extending in the circumferential direction of the tunnel as described above are provided on the surface of the reinforcing sheet material opposite to the panel body, the water flow in the circumferential direction of the tunnel is further smoothly and efficiently drained. It is possible to do.

以下、本発明によるトンネル用耐火パネルおよびそれを用いたトンネル耐火構造を図に示す実施形態に基づいて具体的に説明する。図1は本発明による耐火パネルの一実施形態を示す斜視図である。   DESCRIPTION OF EMBODIMENTS Hereinafter, a tunnel fireproof panel and a tunnel fireproof structure using the same according to the present invention will be described in detail based on embodiments shown in the drawings. FIG. 1 is a perspective view showing an embodiment of a fireproof panel according to the present invention.

本実施形態の耐火パネル1は、図1に示すように耐火性を有するパネル本体10の背面側に、耐衝撃性および止水性を有する補強用シート材11を積層して溶着等により一体的に固着した構成である。   As shown in FIG. 1, the fireproof panel 1 of the present embodiment is laminated integrally with a sheet material for reinforcement 11 having impact resistance and water-stopping properties on the back side of a panel body 10 having fire resistance. It is a fixed configuration.

上記パネル本体10としては、例えばけい酸カルシウムやセラミック等その他耐火性を有するものであれば各種材質のものが使用可能であるが、本実施形態においてはけい酸カルシウムよりなるボード状の耐火材が用いられている。また上記補強用シート材11としては、耐衝撃性および止水性を有し、上記パネル本体10の背面に積層固着することによって該パネル本体を補強できるものであれば材質は適宜であるが、本実施形態においては、ポリエチレンまたはEVA樹脂からなる合成樹脂シートが用いられている。   As the panel body 10, various materials can be used as long as they have other fire resistance such as calcium silicate and ceramic, but in the present embodiment, a board-like refractory material made of calcium silicate is used. It is used. The reinforcing sheet material 11 is made of any material as long as it has impact resistance and water-stopping properties and can reinforce the panel body by being laminated and fixed to the back surface of the panel body 10. In the embodiment, a synthetic resin sheet made of polyethylene or EVA resin is used.

上記耐火パネル1は、本実施形態においては全体形状を略方形、特に図の場合は長方形状に形成すると共に、敷設する覆工内面の曲面に沿うように予め湾曲させた状態に形成したものであるが、耐火パネルの材質や覆工内面の曲率等によっては平滑に形成する場合もある。また上記補強用シート材11の背面側、すなわちパネル本体10と反対側の面にはストライプ状の凸リブ11rを所定の間隔をおいて多数形成することによって、その隣り合う凸リブ11r・11r間に凹溝条11gを設けたもので、その凹溝条11gの長手方向一端側のシート材11の辺11bはパネル本体10よりも長く形成されている。   In the present embodiment, the fireproof panel 1 is formed into a substantially square shape, particularly a rectangular shape in the case of the figure, and is formed in a curved state in advance along the curved surface of the lining inner surface to be laid. However, it may be formed smoothly depending on the material of the fireproof panel, the curvature of the inner surface of the lining, and the like. Further, by forming a large number of striped convex ribs 11r at a predetermined interval on the back side of the reinforcing sheet material 11, that is, the surface opposite to the panel main body 10, a space between the adjacent convex ribs 11r and 11r is formed. The groove 11g is provided with a side 11b of the sheet material 11 on one end side in the longitudinal direction of the groove 11g.

図2〜図11は上記の耐火パネル1を用いた本発明によるトンネル耐火構造の一実施形態を示すもので、本実施形態は図2に示すように地山Gを掘削して形成したトンネルTの内面にコンクリート等よりなる覆工Fを形成し、その覆工Fの内面に上記耐火パネル1を、トンネル軸方向および周方向に並べた状態で間隔保持部材2により上記覆工内面との間に所定の間隔をおいて取付け支持させた構成である。   2 to 11 show an embodiment of a tunnel fireproof structure according to the present invention using the above fireproof panel 1, and this embodiment is a tunnel T formed by excavating a natural ground G as shown in FIG. A lining F made of concrete or the like is formed on the inner surface of the lining, and the refractory panel 1 is arranged on the inner surface of the lining F with the interval holding member 2 between the lining inner surface and the lining inner surface. Are mounted and supported at predetermined intervals.

上記補強用シート材11の凸リブ11rおよび凹溝条11gは、その長手方向がトンネル周方向に向いた状態で配置され、上記パネル本体10よりも長く形成したシート材11の辺11bは下側になるように配置されている。またトンネル周方向に隣り合う耐火パネル1・1は、トンネル両側下部から順に積み上げるようにして互いに突き合わせた状態で配置され、その上側に位置する耐火パネル1の補強用シート材11のパネル本体10よりも下側に突出する辺(以下、下側突出辺という)11bは、図4に示すように下側に位置する耐火パネル1のシート材11の上端部11aの背面に重なるように配置されている。   The convex ribs 11r and the concave groove strips 11g of the reinforcing sheet material 11 are arranged in a state where the longitudinal direction thereof is oriented in the tunnel circumferential direction, and the side 11b of the sheet material 11 formed longer than the panel body 10 has a lower side. It is arranged to be. Further, the fireproof panels 1 and 1 adjacent to each other in the circumferential direction of the tunnel are arranged in a state of abutting each other so as to be stacked in order from the lower part on both sides of the tunnel, and from the panel body 10 of the reinforcing sheet material 11 of the fireproof panel 1 located on the upper side Also, a side 11b protruding downward (hereinafter referred to as a lower side protruding) 11b is disposed so as to overlap the back surface of the upper end portion 11a of the sheet material 11 of the fireproof panel 1 positioned on the lower side as shown in FIG. Yes.

さらにトンネル軸方向に隣り合う耐火パネル1・1間の背面とトンネル覆工内面との間には、図5に示すようにトンネル周方向に延びる継目閉塞材3が介在されている。その継目閉塞材3の材質としては耐火性もしくは不燃性のものを用い、覆工Fの内面または耐火パネル1の背面もしくは上記両面に接着材等で固定するとよい。本実施形態においては上記継目閉塞材3として耐火パネル1と同材質のものが用いられ、覆工Fの内面に接着材3aで固着した構成である。なお、上記継目閉塞材3と、それに隣接する耐火パネル1・1とはそれぞれの周方向の継ぎ目位置が一致しないように千鳥状に配置されている。   Further, a seam closing member 3 extending in the circumferential direction of the tunnel is interposed between the back surface between the fireproof panels 1 and 1 adjacent to each other in the tunnel axis direction and the inner surface of the tunnel lining as shown in FIG. The material of the seam closing material 3 may be a fireproof or nonflammable material, and may be fixed to the inner surface of the lining F, the back surface of the fireproof panel 1 or both surfaces with an adhesive or the like. In the present embodiment, the same material as that of the fireproof panel 1 is used as the seam closing material 3 and is fixed to the inner surface of the lining F with an adhesive 3a. The seam closing material 3 and the fireproof panels 1 and 1 adjacent to the seam closing material 3 are arranged in a staggered manner so that the positions of the seams in the circumferential direction do not coincide with each other.

上記各耐火パネル1を覆工Fの内面に取付け支持させる間隔保持部材2は、本実施形態においては、図7および図8に示すようにトンネル覆工内面への取付孔20を有する断面コ字形の取付基部2aの上側の端部に、上方に突出する差込片2bを設け、取付基部2aの下側の端部に、下方に突出する一対の差込片2c・2cと、その間に下方に突出する押え片2dを設けた構成である。上記両差込片2c・2cと押え片2dとは、それらの厚さ方向に僅かにずらして設けられ、その両差込片2c・2cと押え片2dとの間に後述する係止金具4を挟んで固定する構成である。   In the present embodiment, the interval holding member 2 for mounting and supporting each of the fireproof panels 1 on the inner surface of the lining F is a U-shaped cross section having a mounting hole 20 on the inner surface of the tunnel lining as shown in FIGS. An insertion piece 2b that protrudes upward is provided at the upper end of the attachment base 2a, and a pair of insertion pieces 2c and 2c that protrude downward are provided at the lower end of the attachment base 2a. The presser piece 2d that protrudes from the bottom is provided. The both insertion pieces 2c and 2c and the holding piece 2d are provided with a slight shift in their thickness direction, and a locking metal fitting 4 to be described later is provided between the both insertion pieces 2c and 2c and the holding piece 2d. It is the structure fixed on both sides.

上記間隔保持金具2は、上記取付基部2aに設けた取付孔20にボルト21等を挿通してトンネル覆工内面に打設したアンカー5等にねじ込むことによって、覆工Fの内面に取付ける構成であり、上記取付孔20を上下方向の長孔とすることによって、その長さ範囲内で覆工Fに対する間隔保持金具2の取付位置を調整できるようにしている。一方、耐火パネル1の背面側(覆工側)の上下両辺部には、前記の差込片2b・2cを挿入係合させる係止金具4が設けられ、その係止金具4は、本実施形態においては各耐火パネル1の背面側の上下両辺部にそれぞれ3つずつ設けられ、それに対応して前記のアンカー5と間隔保持金具2とが覆工内面に設けられている。   The spacing metal fitting 2 is configured to be attached to the inner surface of the lining F by inserting a bolt 21 or the like into an attachment hole 20 provided in the attachment base portion 2a and screwing it into an anchor 5 or the like placed on the inner surface of the tunnel lining. In addition, by making the mounting hole 20 a long hole in the vertical direction, the mounting position of the spacing metal fitting 2 with respect to the lining F can be adjusted within the length range. On the other hand, on both the upper and lower sides of the back side (lining side) of the fireproof panel 1, there are provided locking metal fittings 4 for inserting and engaging the insertion pieces 2b and 2c. In the form, three are provided on each of the upper and lower sides on the back side of each fireproof panel 1, and the anchor 5 and the interval holding metal fitting 2 are provided on the inner surface of the lining correspondingly.

上記各係止金具4は、本実施形態においては、図5および図7に示すように長手方向両端部が厚さ方向に段差状に屈曲した全体略帯板状に形成され、その両端部を、耐火パネル1内に予め埋設したインサートナット6等にボルト7等で取付けた構成である。その各係止金具4の長手方向中間部と耐火パネル1の補強用シート材11との間には、図4および図8に示すようにスリット状の隙間が形成され、その隙間内に前記間隔保持金具2の差込片2b・2cを差し込むことによって、上記係止金具4を介して耐火パネル1を間隔保持金具2に係合保持させる構成である。又その際、下側の差込片2c・2cと、その間に設けた押え片2dとで各パネル1の上側の係止金具4を、その厚さ方向両側から挟んで固定するように構成されている。   In the present embodiment, as shown in FIGS. 5 and 7, each of the locking metal fittings 4 is formed in a generally strip-like shape in which both end portions in the longitudinal direction are bent in steps in the thickness direction, and both end portions thereof are formed. The structure is such that the bolt is attached to an insert nut 6 or the like embedded in advance in the fireproof panel 1. As shown in FIGS. 4 and 8, a slit-like gap is formed between the longitudinal intermediate portion of each locking metal fitting 4 and the reinforcing sheet material 11 of the fireproof panel 1, and the gap is formed in the gap. The fireproof panel 1 is engaged with and held by the interval holding metal 2 via the locking metal 4 by inserting the insertion pieces 2 b and 2 c of the holding metal 2. Further, at that time, the lower fitting pieces 2c and 2c and the holding piece 2d provided therebetween are configured so that the upper locking metal fitting 4 of each panel 1 is sandwiched and fixed from both sides in the thickness direction. ing.

上記のように本発明による耐火パネル1は、耐火性を有するパネル本体10の背面側に耐衝撃性および止水性を有する補強用シート材11を積層して一体的に固着したことによって、上記パネル本体10内への水の浸入を良好に防止することができると共に、上記補強用シート材11によってパネル本体10が背面側から補強され、耐衝撃性や耐爆裂性もしくはひび割れ防止効果を向上させることができる。その結果、例えば前記従来の繊維強化タイプの耐火パネルよりも耐衝撃性を向上させることが可能となると共に、自動車事故等による衝撃や熱によって万一パネル本体が破損したり爆裂した場合にも、上記シート材11が伸びながらパネル本体10を拘束して該パネル本体10が飛散したり崩落するのを良好に防止することができる。   As described above, the fireproof panel 1 according to the present invention is formed by laminating the reinforcing sheet material 11 having impact resistance and waterstop on the back side of the panel body 10 having fire resistance, and integrally fixing the panel. Intrusion of water into the main body 10 can be satisfactorily prevented, and the panel main body 10 is reinforced from the back side by the reinforcing sheet material 11 to improve impact resistance, explosion resistance, or crack prevention effect. Can do. As a result, for example, it becomes possible to improve the impact resistance than the conventional fiber reinforced type fireproof panel, and even if the panel body is damaged or explode by an impact or heat due to an automobile accident or the like, The panel main body 10 is restrained while the sheet material 11 is stretched, and the panel main body 10 can be well prevented from scattering or collapsing.

また上記の補強用シート材11として、ポリエチレンやEVA樹脂等の合成樹脂シートを用いると、そのシートを熱風溶着機等で溶融してパネル本体10の背面に容易に溶着することができる。特にEVA樹脂は柔軟性・溶着性に優れ、万一燃えても有毒ガスがでないことが立証されている。また補強用シート材11の背面側に多数の凹溝条11gを設けると、それによって湧水を所定の方向、例えば後述する図11のようにトンネル側壁の下方に配置させた集水用の穴あき管15の方向に誘導案内することが可能となると共に、その凹溝条11gを形成するための凸リブ11rを補強用シート材11の背面側に多数設けると、補強用シート材11および耐火パネル全体の強度が増し、耐火パネル10の耐衝撃性や耐爆裂性等を更に向上させることができる。   Further, when a synthetic resin sheet such as polyethylene or EVA resin is used as the reinforcing sheet material 11, the sheet can be easily welded to the back surface of the panel body 10 by being melted by a hot air welding machine or the like. In particular, EVA resin is excellent in flexibility and weldability, and it has been proved that no toxic gas is generated even if it burns. Further, when a large number of grooves 11g are provided on the back side of the reinforcing sheet material 11, the water collecting holes in which spring water is arranged in a predetermined direction, for example, below the tunnel side wall as shown in FIG. It becomes possible to guide and guide in the direction of the perforated tube 15, and when a large number of convex ribs 11r for forming the concave groove strips 11g are provided on the back side of the reinforcing sheet material 11, the reinforcing sheet material 11 and the fire resistance The strength of the entire panel is increased, and the impact resistance and explosion resistance of the fireproof panel 10 can be further improved.

また本発明によるトンネル耐火構造は、上記のように耐火性を有するパネル本体10の背面に耐衝撃性および止水性を有する補強用シート材11を積層して一体的に固着してなる耐火パネル1を、トンネル覆工Fの内面のトンネル軸方向および周方向に並べて配置し、その各耐火パネル1を間隔保持部材2を介してトンネル覆工内面に所定の間隔をおいて取付け支持させるようにしたので、上記と同様に耐衝撃性および止水性を有する補強用シート材11によってパネル本体10内への水の浸入を防止できると共に、上記覆工F内に湧水が浸透してきた場合には、その覆工内面と耐火パネル1との間の隙間を通って下方に円滑に排出することができる。また上記の補強用シート材11によって耐火パネルの耐衝撃性や耐爆裂性もしくはひび割れ防止効果を向上させることができる。   Further, the tunnel fireproof structure according to the present invention is a fireproof panel 1 in which the reinforcing sheet material 11 having impact resistance and water-stopping properties is laminated and fixed integrally on the back surface of the panel body 10 having fire resistance as described above. Are arranged side by side in the tunnel axial direction and the circumferential direction on the inner surface of the tunnel lining F, and the respective fireproof panels 1 are mounted and supported on the inner surface of the tunnel lining at a predetermined interval via the interval holding member 2. Therefore, in the same manner as described above, the reinforcing sheet material 11 having impact resistance and water-stopping property can prevent water from entering the panel body 10, and when spring water has permeated into the lining F, It can be smoothly discharged downward through the gap between the inner surface of the lining and the fireproof panel 1. Further, the reinforcing sheet material 11 can improve the impact resistance, explosion resistance, or crack prevention effect of the fireproof panel.

この場合、上記実施形態のようにトンネル周方向に隣り合う耐火パネル1・1を互いに突き合わせて配置し、その上側に位置する耐火パネル1の補強用シート材11の下側突出辺11bを、下側に位置する耐火パネル1の補強用シート材11の上端部背面に重ねて配置すると、パネル本体10内および耐火パネル1の内側のトンネル内への水の浸入を更に良好に防止できる。また例えばトンネルが軸線方向に湾曲している場合には、その湾曲部の外側においてトンネル軸方向に隣り合うパネル間に隙間が生じ勝ちであるが、そのような場合にも、上記のようにトンネル軸方向に隣り合う耐火パネル1・1間のパネル背面とトンネル覆工内面との間にトンネル周方向に延びる継目閉塞材3を介在させると、上記の隙間から耐火パネル1内に火災発生時の火炎が進入したり、湧水がトンネル内に浸入するのを良好に防止することができる。   In this case, the refractory panels 1 and 1 adjacent to each other in the tunnel circumferential direction are arranged to face each other as in the above embodiment, and the lower protruding side 11b of the reinforcing sheet material 11 of the refractory panel 1 located on the upper side thereof is If it is arranged so as to overlap the back surface of the upper end portion of the reinforcing sheet material 11 of the fireproof panel 1 located on the side, it is possible to better prevent water from entering the panel body 10 and the tunnel inside the fireproof panel 1. In addition, for example, when the tunnel is curved in the axial direction, a gap is likely to be generated between adjacent panels in the tunnel axial direction outside the curved portion. When a seam closing material 3 extending in the circumferential direction of the tunnel is interposed between the rear panel of the fireproof panels 1 and 1 adjacent to each other in the axial direction and the inner surface of the tunnel lining, a fire is generated in the fireproof panel 1 from the gap. It is possible to satisfactorily prevent a flame from entering and a spring water from entering the tunnel.

しかも、上記の継目閉塞材3はトンネル軸方向に隣り合う耐火パネル1・1間の背面側にトンネル周方向にのみ設けるので、トンネル覆工内面と耐火パネル1との間のトンネル周方向の水の流れを阻害することがなく、例えば山岳トンネルのように湧水が多いトンネルにあっても良好に排水することができる。さらに上記補強用シート材11のパネル本体10と反対側の面に、上記のように多数の凹溝条11gを設けると、上記トンネル周方向の水の流れを更に円滑にして効率よく排水することができるものである。   Moreover, since the seam closing member 3 is provided only in the circumferential direction of the tunnel between the fireproof panels 1 and 1 adjacent to each other in the tunnel axial direction, the water in the tunnel circumferential direction between the tunnel lining inner surface and the fireproof panel 1 is provided. Therefore, even in a tunnel having a lot of spring water such as a mountain tunnel, it can be drained well. Further, when a number of grooves 11g are provided on the surface of the reinforcing sheet material 11 opposite to the panel body 10, as described above, the water flow in the circumferential direction of the tunnel is more smoothly and efficiently drained. It is something that can be done.

なお、前記のようにしてトンネル両側下部から上方に向かって耐火パネル1を順に積み上げるようにして敷設して行った後の天端部付近の処理は適宜であるが、その一例を図9および図10に示す。図9は左右両側から積み上げていった最上位の耐火パネル1・1間に、それらの耐火パネルとほぼ同様に構成した補助パネル1’を、一対のアンカー50とボルト51・ナット52とで取付け、その補助パネル1’に設けた補強用シート材11のトンネル周方向両側辺11b・11bを補助パネル1’のパネル本体10よりも長く突出させて、その突出辺11b・11bを上記最上位の耐火パネル1・1の各補強用シート材11の端部に重ねて配置した構成である。図中、9は上記補助パネル1’とトンネル覆工Fの内面との間に介在させた間隔保持部材である。   It should be noted that the processing in the vicinity of the top end after the laying of the fireproof panels 1 from the lower part on both sides of the tunnel upward in order as described above is appropriate, but an example thereof is shown in FIGS. 10 shows. In FIG. 9, an auxiliary panel 1 ′ constructed almost in the same manner as the refractory panels is attached between the uppermost refractory panels 1, 1 stacked from the left and right sides with a pair of anchors 50, bolts 51, and nuts 52. Further, both sides 11b and 11b of the reinforcing sheet material 11 provided in the auxiliary panel 1 ′ are protruded longer than the panel body 10 of the auxiliary panel 1 ′, and the protruding sides 11b and 11b are formed at the uppermost position. It is the structure arrange | positioned so that it might overlap with the edge part of each reinforcement sheet | seat material 11 of the fireproof panel 1 * 1. In the figure, 9 is a spacing member interposed between the auxiliary panel 1 'and the inner surface of the tunnel lining F.

図10はトンネルの左右両側から積み上げていった最上位の耐火パネル1・1間に、補助パネル1’を、上記最上位の耐火パネル1・1を係合保持させた間隔保持部材2に、ボルト13とナット14とで取付け、その間隔保持部材2と、それに隣接する上記最上位の耐火パネル1・1の端部とを覆うようにして耐衝撃性および止水性を有するシート材12をトンネル覆工Fの内面にアンカー53とボルト54等で取付けた構成である。そのシート材12は、本例においては上記各耐火パネル1の補強用シート材11と同材質のものが用いられている。上記シート材12のトンネル周方向両端部12a・12aは最上位の耐火パネル1・1の各補強用シート材11上に、単に載置するか、或いは必要に応じて溶着等で固着してもよい。上記補助パネル1’は、本例においては上記耐火パネル1のパネル本体10と同材質の耐火材のみからなるものを用いたが、その上面に上記耐火パネル1と同様の補強用シート材11を有するものを用いることもできる。なお、上記図9および図10における各耐火パネル1の補強用シート材11およびシート材12には前記と同様の凸リブ11rと凹溝条11gとが設けられているが図には省略した。   FIG. 10 shows an auxiliary panel 1 ′ between the uppermost fireproof panels 1, 1 stacked from the left and right sides of the tunnel, and a spacing member 2 in which the uppermost fireproof panels 1, 1 are engaged and held. Mounted with bolts 13 and nuts 14, the sheet member 12 having impact resistance and water-stopping properties is tunneled so as to cover the interval holding member 2 and the end of the uppermost fireproof panel 1, 1 adjacent thereto. In this configuration, the anchor 53 and bolts 54 are attached to the inner surface of the lining F. The sheet material 12 is made of the same material as the reinforcing sheet material 11 of each fireproof panel 1 in this example. Both end portions 12a and 12a in the tunnel circumferential direction of the sheet material 12 are simply placed on the reinforcing sheet material 11 of the uppermost fireproof panel 1 or 1, or may be fixed by welding or the like as necessary. Good. In this example, the auxiliary panel 1 ′ is made of only the refractory material of the same material as that of the panel main body 10 of the refractory panel 1, but the reinforcing sheet material 11 similar to the refractory panel 1 is provided on the upper surface thereof. What has can also be used. 9 and 10, the reinforcing sheet material 11 and the sheet material 12 of each fireproof panel 1 are provided with the same convex ribs 11r and concave groove strips 11g as described above, but they are omitted in the drawings.

一方、最下位置にある耐火パネル1の補強用シート材11の下端部は、例えば図11のようにパネル本体10の下方に大きく突出させて、周壁面に多数の貫通小穴を有する穴あき管15等に巻き付けると、補強用シート材11の背面側の凹溝条11g等に沿って流下してきた水を、上記穴あき管15内に集めた後、トンネル底部中央部に設けた排水溝(不図示)等を介して若しくは上記穴あき管15から直接トンネル外部に排水することができる。上記最下位置にある耐火パネル1は、図の場合はトンネル底部に打設したインバートコンクリート16上に支持部材17等を介して載置し、下向きの差込片2cと押え片2dとを省略した間隔保持金具2’で支持させた構成であるが、その間隔保持金具2’の代わりに前記と同様の間隔保持金具2を用いることもできる。図中、18は上記補強用シート材11の下部を固定するための押え部材である。   On the other hand, the lower end portion of the reinforcing sheet material 11 of the fireproof panel 1 at the lowest position is protruded greatly below the panel body 10 as shown in FIG. 11, for example, and a perforated tube having a large number of through holes on the peripheral wall surface. 15 and the like, the water flowing down along the groove 11g on the back side of the reinforcing sheet material 11 is collected in the perforated pipe 15, and then the drainage groove ( The water can be drained to the outside of the tunnel through the perforated pipe 15 or the like. In the case of the figure, the fireproof panel 1 at the lowest position is placed on the invert concrete 16 placed at the bottom of the tunnel via a support member 17 and the like, and the downward insertion piece 2c and the holding piece 2d are omitted. The interval holding metal fitting 2 'is supported, but the same interval holding metal fitting 2 can be used instead of the interval holding metal fitting 2'. In the figure, 18 is a pressing member for fixing the lower part of the reinforcing sheet material 11.

上記実施形態は、図5(a)および(b)に示すように継目閉塞材3を介在させる位置のパネル本体10の背面側には補強用シート材11を設けることなく、上記継目閉塞材3がパネル本体10の背面に直接接触するようにしたが、例えば図12(a)のようにパネル本体10の背面全面に補強用シート材11を設けてもよい。その場合、上記補強用シート材11の継目閉塞材3との当接位置には、図の場合は凸リブ11rを設けたが、場合によっては該凸リブ11rを省略することもできる。   In the above embodiment, as shown in FIGS. 5 (a) and 5 (b), the seam closing material 3 is not provided on the back side of the panel body 10 at a position where the seam closing material 3 is interposed. However, the reinforcing sheet material 11 may be provided on the entire back surface of the panel body 10 as shown in FIG. 12A, for example. In this case, the protruding rib 11r is provided at the contact position of the reinforcing sheet material 11 with the seam closing member 3 in the figure, but the protruding rib 11r may be omitted in some cases.

また図12(b)のようにトンネル軸方向に隣り合う耐火パネル1・1のうちのいずれか一方の耐火パネル1の補強用シート材11の側辺11cをパネル本体10よりも突出させて、他方の耐火パネル1の補強用シート材11の側端部11dの背面に重ねて配置するようにしてもよい。この場合にも継目閉塞材3との当接位置および上記側辺11cと側端部11dとの重なり部の凸リブ11rは図のように省略してもよく、或いは設けてもよい。上記のように一方の側辺11cを突出させて他方の端部11dに重ねると、トンネル軸方向に隣り合う耐火パネル1・1間からの水の浸入を、より確実に防止することができる。さらに上記継目閉塞材3の弾発力等によって一方の端部11cを他方の端部11dに圧接させるようにすると、上記の水の浸入を更に確実に防止することが可能となる。   Further, as shown in FIG. 12B, the side 11c of the reinforcing sheet material 11 of the fireproof panel 1 of any one of the fireproof panels 1 and 1 adjacent in the tunnel axis direction is protruded from the panel body 10, You may make it arrange | position on the back of the side edge part 11d of the sheet material 11 for reinforcement of the other fireproof panel 1 so that it may overlap. Also in this case, the contact position with the seam closing member 3 and the convex rib 11r at the overlapping portion between the side 11c and the side end 11d may be omitted or provided as shown in the figure. If one side 11c protrudes and overlaps with the other end 11d as described above, it is possible to more reliably prevent water from entering between the refractory panels 1 and 1 adjacent in the tunnel axis direction. Furthermore, if the one end portion 11c is brought into pressure contact with the other end portion 11d by the elastic force or the like of the seam closing member 3, it is possible to more reliably prevent the water from entering.

さらに上記実施形態は、補強用シート材11として、その背面側、すなわちパネル本体10と反対側の面に多数の凸リブ11rと凹溝条11gを有するポリエチレンやEVA樹脂等の合成樹脂シートを用いたが、上記凸リブ11rと凹溝条11gは必ずしも設けなくてもよく、また上記の材質以外の合成樹脂シートを用いることもできる。さらに合成樹脂シート以外にも耐衝撃性および止水性を有し、パネル本体10を補強し得るものであれば各種の材質のものを補強用シート材11として使用することができる。   Further, in the above embodiment, as the reinforcing sheet material 11, a synthetic resin sheet such as polyethylene or EVA resin having a large number of convex ribs 11r and concave groove strips 11g on the back side, that is, the surface opposite to the panel body 10 is used. However, the convex rib 11r and the groove 11g are not necessarily provided, and a synthetic resin sheet other than the above materials can be used. In addition to the synthetic resin sheet, various materials can be used as the reinforcing sheet material 11 as long as they have impact resistance and water-stopping properties and can reinforce the panel body 10.

図13はその一例を示すもので、補強用シート材11としてメッシュ状にしたガラスクロスをパネル本体10の背面側に積層して一体的に固着したものである。特に、図の場合は補強用シート材11として厚さ0.17mm程度の傾斜格子状に編んだガラスクロス(ガラス繊維製の布)を、パネル本体10の背面側に積層してエポキシ樹脂等の接着材で一体的に固着した構成である。   FIG. 13 shows an example of this, in which a mesh-like glass cloth as the reinforcing sheet material 11 is laminated on the back side of the panel body 10 and integrally fixed. In particular, in the case of the figure, a glass cloth (glass fiber cloth) knitted in an inclined lattice shape having a thickness of about 0.17 mm as the reinforcing sheet material 11 is laminated on the back side of the panel body 10 to form an epoxy resin or the like. The structure is integrally fixed with an adhesive.

上記のようなガラスクロスを補強用シート材11として用いると、不燃性で耐火温度および補強効果も高く、例えば上記と同等の繊維を耐火パネルの材料に混入した所謂繊維入り耐火パネルに比して、局部的な衝撃がかかったときのひび割れ抑制効果が高いことが種々の試験により確認されている。なお上記のようなガラスクロスを用いた補強用シート材11の背面側にも、必要に応じて前記と同様の凸リブ11rや凹溝条11gを設けるようにしてもよく、そのようにすると、前記と同様の効果が得られる。   When the glass cloth as described above is used as the reinforcing sheet material 11, it is nonflammable and has a high fireproof temperature and a high reinforcing effect. For example, as compared with a so-called fiber fireproof panel in which fibers equivalent to the above are mixed in the fireproof panel material. It has been confirmed by various tests that the effect of suppressing cracking when a local impact is applied is high. In addition, on the back side of the reinforcing sheet material 11 using the glass cloth as described above, a convex rib 11r or a concave groove 11g similar to the above may be provided as necessary. The same effect as described above can be obtained.

以上のように本発明によるトンネル用耐火パネルおよびそれを用いたトンネル耐火構造によれば、パネル本体の背面側に積層固着した補強用シート材によってパネル本体内およびトンネル内への水の浸入を良好に防止できると共に、上記補強用シート材によってパネル本体が背面側から補強され、耐衝撃性や耐爆裂性もしくはひび割れ防止効果を向上させることができる。その結果、例えば前記従来の繊維強化タイプの耐火パネルよりも耐衝撃性を向上させることができると共に、自動車事故等による衝撃や熱によって万一パネル本体が破損したり爆裂した場合にも、上記シート材がパネル本体を拘束して飛散するのを防止できるもので、止水性や耐火性能がよく、しかも施工が容易な耐火構造が求められている例えば山岳トンネルや道路トンネル等に特に有効に適用することができる。   As described above, according to the fireproof panel for a tunnel according to the present invention and the tunnel fireproof structure using the same, the penetration of water into the panel body and the tunnel is excellent by the reinforcing sheet material fixedly laminated on the back side of the panel body. In addition, the panel body is reinforced from the back side by the reinforcing sheet material, and the impact resistance, explosion resistance, or crack prevention effect can be improved. As a result, for example, it is possible to improve the impact resistance compared to the conventional fiber reinforced type fireproof panel, and in the event that the panel body is damaged or explode due to shock or heat due to an automobile accident or the like, the sheet It can prevent the material from constraining the panel body and scatter, and is particularly effective for mountain tunnels and road tunnels where fireproof structures that require good water-stopping and fireproof performance and are easy to construct are required. be able to.

本発明による耐火パネルの一実施形態を示す斜視図。The perspective view which shows one Embodiment of the fireproof panel by this invention. 上記耐火パネルを用いたトンネル耐火構造の一実施形態を示す斜視図。The perspective view which shows one Embodiment of the tunnel fireproof structure using the said fireproof panel. (a)はその一部の横断正面図、(b)はその内面図、(c)は(b)におけるc−c断面図。(A) is a partial cross-sectional front view thereof, (b) is an inner surface view thereof, and (c) is a cross-sectional view taken along line cc in (b). (a)は図3(a)におけるA部の拡大図、(b)は更にその一部の拡大図。(A) is the enlarged view of the A section in Fig.3 (a), (b) is further the one part enlarged view. (a)は図3(c)におけるB部の拡大図、(b)は更にその一部の拡大図。(A) is the enlarged view of the B section in FIG.3 (c), (b) is further the one part enlarged view. 図5(a)におけるC−Cから見た背面図。The rear view seen from CC in Fig.5 (a). 耐火パネルの内面側から見たパネル取付部の分解斜視図。The disassembled perspective view of the panel attachment part seen from the inner surface side of the fireproof panel. 耐火パネルの背面側から見たパネル取付部の分解斜視図。The disassembled perspective view of the panel attachment part seen from the back side of the fireproof panel. (a)はトンネル上部の耐火パネル取付部の横断面図、(b)は(a)におけるb部の拡大図。(A) is a cross-sectional view of the fireproof panel mounting part at the upper part of the tunnel, and (b) is an enlarged view of part b in (a). トンネル上部の耐火パネル取付部の変更例を示す横断面図。The cross-sectional view which shows the example of a change of the fireproof panel attachment part of a tunnel upper part. 最下位の耐火パネル取付部の横断面図。The cross-sectional view of the lowest fireproof panel mounting part. トンネル軸方向に隣り合う耐火パネル当接部の変更例を示す横断平面図。The cross-sectional top view which shows the example of a change of the fireproof panel contact part adjacent to a tunnel axial direction. 本発明による耐火パネルの他の実施形態を示す斜視図。The perspective view which shows other embodiment of the fireproof panel by this invention.

符号の説明Explanation of symbols

1 耐火パネル
10 パネル本体
11 補強用シート材
11a 上端部
11b 下側突出辺
11c 側辺
11d 側端部
11g 凹溝条
11r 凸リブ
2 間隔保持部材
2a 取付基部
2b、2c 差込片
2d 押え片
3 継目閉塞材
4 係止金具
5 アンカー
6 インサートナット
7 ボルト
20 取付孔
21 ボルト
T トンネル
G 地山
F 覆工
DESCRIPTION OF SYMBOLS 1 Fireproof panel 10 Panel main body 11 Reinforcing sheet material 11a Upper end part 11b Lower side protruding side 11c Side side 11d Side end part 11g Groove groove 11r Convex rib 2 Spacing holding member 2a Mounting base 2b, 2c Insertion piece 2d Holding piece 3 Seam closing material 4 Locking bracket 5 Anchor 6 Insert nut 7 Bolt 20 Mounting hole 21 Bolt T Tunnel G Ground mountain F Covering

Claims (6)

トンネル覆工内面に敷設されるトンネル用耐火パネルであって、耐火性を有するパネル本体の、トンネル覆工内面に敷設したとき該覆工内面と対面する側である背面側に、耐衝撃性および止水性を有する補強用シート材を積層して一体的に固着したことを特徴とするトンネル用耐火パネル。   A fireproof panel for tunnels laid on the inner surface of a tunnel lining, and a panel body having fire resistance, on the back side, which is the side facing the inner surface of the lining when laid on the inner surface of the tunnel lining, has impact resistance and A fireproof panel for a tunnel, characterized in that a reinforcing sheet material having water-stopping properties is laminated and fixed integrally. 上記補強用シート材として、上記パネル本体と固着する面とは反対側の面に多数の凹溝条を有する合成樹脂シートを、上記パネル本体の背面に溶着もしくは接着材等で一体的に固着してなる請求項1に記載のトンネル用耐火パネル。   As the reinforcing sheet material, a synthetic resin sheet having a number of concave grooves on the surface opposite to the surface to be fixed to the panel main body is integrally fixed to the back surface of the panel main body by welding or an adhesive. The fireproof panel for tunnels according to claim 1. 上記補強用シート材として、ガラスクロスを、上記パネル本体の背面に溶着もしくは接着材等で一体的に固着してなる請求項1に記載のトンネル用耐火パネル。   The fireproof panel for a tunnel according to claim 1, wherein a glass cloth is integrally fixed to the back surface of the panel body by welding or an adhesive as the reinforcing sheet material. 耐火性を有するパネル本体の背面側に、耐衝撃性および止水性を有する補強用シート材を積層して一体的に固着してなる耐火パネルを、その背面側をトンネル覆工内面に対面させてトンネル軸方向および周方向に並べて配置し、その各耐火パネルを間隔保持部材を介してトンネル覆工内面に所定の間隔をおいて取付け支持させたことを特徴とするトンネル耐火構造。   A fireproof panel made by laminating a reinforcing sheet material with impact resistance and water-stopping properties on the back side of the panel body having fire resistance, and integrally fixing it, with the back side facing the tunnel lining inner surface A tunnel refractory structure, wherein the refractory panels are arranged side by side in a tunnel axial direction and a circumferential direction, and each of the refractory panels is attached to and supported on the inner surface of the tunnel lining by a spacing member. トンネル周方向に隣り合う耐火パネルを互いに突き合わせて配置し、その上側に位置する耐火パネルの補強用シート材の下端部を、下側に位置する耐火パネルの補強用シート材の上端部背面に重ねて配置すると共に、トンネル軸方向に隣り合う耐火パネル間の背面とトンネル覆工内面との間にトンネル周方向に延びる継目閉塞材を介在させてなる請求項4に記載のトンネル耐火構造。   The fireproof panels adjacent to each other in the tunnel circumferential direction are placed in contact with each other, and the lower end of the reinforcing sheet material of the fireproof panel located on the upper side is overlapped with the back of the upper end of the reinforcing sheet material of the fireproof panel located on the lower side. 5. The tunnel refractory structure according to claim 4, wherein a seam blocking material extending in a circumferential direction of the tunnel is interposed between a rear surface between adjacent refractory panels in the tunnel axial direction and a tunnel lining inner surface. 上記補強用シート材のパネル本体と固着する面とは反対側の面に、トンネル周方向に延びる凹溝条をトンネル軸方向に所定の間隔をおいて多数設けてなる請求項4または5に記載のトンネル耐火構造。   6. A plurality of concave grooves extending in the tunnel circumferential direction are provided on the surface of the reinforcing sheet material opposite to the surface fixed to the panel body at predetermined intervals in the tunnel axial direction. Tunnel fireproof structure.
JP2006187624A 2006-07-07 2006-07-07 Fireproof panel for tunnel, and fireproof structure of tunnel using the same Pending JP2008014062A (en)

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JP2015108235A (en) * 2013-12-04 2015-06-11 株式会社ケー・エフ・シー Water discharge sheet and tunnel water discharge structure
CN109822739A (en) * 2019-02-15 2019-05-31 沈阳建筑大学 A kind of processing method for separating vapor-permeable type anti-explosion fire plate
CN109826647A (en) * 2019-03-08 2019-05-31 中铁十九局集团第三工程有限公司 Cut-and-cover tunnel section precast lining construction method
US11927274B2 (en) 2019-11-25 2024-03-12 M-System Co., Ltd. Actuator and fluid control device

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CN103466336A (en) * 2013-09-04 2013-12-25 建科机械(天津)股份有限公司 Stacking device of automatic shield segment steel cage welding equipment
JP2015108235A (en) * 2013-12-04 2015-06-11 株式会社ケー・エフ・シー Water discharge sheet and tunnel water discharge structure
CN109822739A (en) * 2019-02-15 2019-05-31 沈阳建筑大学 A kind of processing method for separating vapor-permeable type anti-explosion fire plate
CN109822739B (en) * 2019-02-15 2020-09-18 张延年 Machining method of partition breathable type explosion-proof fireproof plate
CN109826647A (en) * 2019-03-08 2019-05-31 中铁十九局集团第三工程有限公司 Cut-and-cover tunnel section precast lining construction method
CN109826647B (en) * 2019-03-08 2020-04-24 中铁十九局集团第三工程有限公司 Tunnel open cut tunnel section split type lining construction method
US11927274B2 (en) 2019-11-25 2024-03-12 M-System Co., Ltd. Actuator and fluid control device

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