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JP3549503B2 - Tunnel lining segment and method of manufacturing the same - Google Patents
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JP3549503B2 - Tunnel lining segment and method of manufacturing the same - Google Patents

Tunnel lining segment and method of manufacturing the same Download PDF

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Publication number
JP3549503B2
JP3549503B2 JP2001223043A JP2001223043A JP3549503B2 JP 3549503 B2 JP3549503 B2 JP 3549503B2 JP 2001223043 A JP2001223043 A JP 2001223043A JP 2001223043 A JP2001223043 A JP 2001223043A JP 3549503 B2 JP3549503 B2 JP 3549503B2
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Prior art keywords
segment
tunnel lining
tunnel
drainage passage
concrete
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JP2003035097A (en
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一郎 岩谷
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株式会社ケー・エフ・シー
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Description

【0001】
【発明の属する技術分野】
本発明は、トンネル内周面に布設されるトンネル覆工用セグメントおよびその製造方法に関する。
【0002】
【従来の技術】
最近たとえば道路用シールドトンネルでは、二次覆工を省略した、いわゆるシングルシェル工法、特にトンネル内周面にコンクリート製のセグメントを順次組み付けて覆工を構成する工法が採用される傾向にある。この場合、セグメントをトンネル火災から保護するための対策(耐火構造化)が必要であり、その対策として例えばセグメントの内面に耐火板を取付ける方法がある。
その耐火板の取付方法としては、例えばトンネルにセグメントを建て込んだ後にセグメント内面に耐火板をコンクリートアンカー等で取付ける、いわゆる後付け工法が検討されてきた。しかし、上記のような後付け工法は、施工コストや工期が増大したり、アンカー打設によりセグメントの強度が低下する等の不具合がある。そこで、セグメント製作時にセグメント内面に耐火板を同時に一体的に組み付ける、いわゆる先付け工法の検討が進められている。
【0003】
ところが、上記のようなセグメントをトンネル内面に採用した場合には、地山内の水圧によってコンクリート製のセグメント内に不可避に浸入してくる水を良好に排出処理する必要があり、例えば後付け工法にあっては耐火板とコンクリートとの間にロックウール等の導水材を介在させればよいが、先付け工法ではセグメントの製作が困難になる。特にコンクリート製のセグメント本体と耐火板との間の略全面にロックウール等の導水材を介在させると、セグメント本体への耐火板の取付工程が非常に煩雑であった。
【0004】
【発明が解決しようとする課題】
本発明は上記の問題点に鑑みて提案されたもので、セグメント本体と耐火板とを良好に一体化できると共に、充分な排水機能を有するトンネル覆工用セグメントおよびその製造方法を適用することを目的とする。
【0005】
【課題を解決するための手段】
上記の目的を達成するために本発明によるトンネル覆工用セグメントおよびその製造方法は、以下の構成としたものである。
【0006】
即ち、本発明によるトンネル覆工用セグメントは、トンネル内周面に布設されるコンクリート製セグメント本体の内面に耐火板を設け、その耐火板とセグメント本体との間に排水通路を形成したことを特徴とする。その排水通路は、例えば周壁面が透水性を有する管体によって形成する、あるいは空洞によって形成する。
【0007】
また本発明によるトンネル覆工用セグメントの製造方法は、セグメント成形用型枠内に予め所定の大きさ形状に形成した耐火板を配置すると共に、その耐火板上に排水通路形成材料を配置した状態で上記型枠内にコンクリートを流し込むことによって上記耐火板と一体にセグメント本体を形成したことを特徴とする。
【0008】
上記の排水通路形成材料としては、例えば周壁面が透水性を有する管体を用いる。あるいは上記排水通路形成材料としてアルカリ溶解材料または生分解材料を用い、セグメント本体の成形後に、該セグメント本体を構成するコンクリート中のアルカリ成分または微生物等によって上記排水通路形成材料を漸次溶解または分解除去して残った空洞部を排水通路とすることができる。
【0009】
【発明の実施の形態】
以下、本発明によるトンネル覆工用セグメントおよびその製造方法を図に示す実施形態に基づいて具体的に説明する。
【0010】
図1は本発明によるトンネル覆工用セグメントをトンネル内面に施工した状態の正面図、図2(a)は1つのセグメントの拡大正面図、同図(b)はその一部切り欠き側面図、同図(c)はその横断平面図である。
【0011】
図示例のトンネル覆工用セグメント1は、図1に示すように布設するトンネルTの内周面に沿って略円弧状に形成され、トンネル内面の周方向およびトンネル長手方向に上記セグメント1を順に並べて配置することによってトンネル覆工が形成される。
【0012】
上記各セグメント1は、図2に示すようにコンクリート製のセグメント本体2の内面に金属鋼板等よりなる耐火板3を一体的に設け、その耐火板3とセグメント本体2との間の一部に排水通路4を設けた構成である。その排水通路4は、本実施形態においては網目状に形成したもので、特に図示例においては図2(b)に示すように上下方向に対して傾斜した格子状に形成し、これによって湧水をセグメントの任意の位置からトンネル下部の排水機構(不図示)に導水することができるようにしたものであるが、上記排水通路の敷設形状は図示例に限らずストライプ状、波状その他適宜である。
【0013】
また上記排水通路4の構成は適宜であり、例えば図3(a)のようにセグメント本体2と耐火板3との間に、周壁面が透水性を有する管体41を介在させ、その管体の内孔を排水通路4とする。あるいは図3(b)のようにセグメント本体2と耐火板3との間の一部に空洞部42を形成し、その空洞部42を排水通路4としてもよい。
【0014】
上記のように排水通路4を管体41で形成する場合、その材質としては例えばポリエステル等の合成繊維(モノフィラメント)を筒状に編んだ編組管(メッシュチューブ)や合成樹脂もしくは金属製の多孔管その他各種の穴あき管等を用いることができる。
【0015】
また前記の空洞部42よりなる排水通路4を形成する手段としては、例えばセグメント本体成形時に図4(a)に示すようにセグメント本体2と耐火板3との間に、アルカリ溶解材料または生分解材料等よりなる棒状もしくは管状の排水通路形成材料40を配置し、セグメント本体成形後にコンクリート中のアルカリ成分または微生物等によって同図(b)のように上記排水通路形成材料40を漸次溶解または分解除去して、残った空洞部42を排水通路4とすればよい。
【0016】
このようにセグメント本体2と耐火板3との間に排水通路4を形成したことによって、セグメント1を前記図1のようにトンネル内周面に施工した状態においてセグメント本体2内に浸透してくる水を上記排水通路4を介して良好に排水することが可能となるものである。
【0017】
なお隣り合うセグメント1・1は、図に省略した連結ボルト等で互いに連結され、隣り合うセグメント本体2・2間には、通常図5に示すように止水材5が介在される。また上下に隣り合うセグメント1の排水通路4は僅かな隙間を介して互いに連通し、各セグメント1の排水通路4に流入した水は順次下方に導かれて図に省略したトンネル下部の排水機構等からトンネル外部に排出される。
【0018】
また上記排水通路4はセグメント本体2と耐火板3との間の全面に設けることなく一部にのみ設けられているので、セグメント本体2と耐火板3とが排水通路4を介することなく直接接触する領域の面積を大きく確保することが可能となり、それによってセグメント本体2と耐火板3とを強固に一体的に密着接合することができるものである。
【0019】
次に、上記のようなトンネル覆工用セグメントを製造するに当たっては、例えば以下の要領で製造すればよい。先ず、耐火板3を予め所定の大きさ形状に形成し、その耐火板3を図6に示すようにセグメント成形用型枠10内に配置する。次いで、上記耐火板3の上に排水通路形成材料40を配置した状態で上記型枠10内にコンクリートを流し込むことによって上記耐火板3と一体にセグメント本体2をすればよい。図中、11は上記枠体10の上部を覆う成形用蓋体である。
【0020】
上記の排水通路形成材料40として前述のような管体41を用いる場合には、該管体41は好ましくはその周壁面を水は透過するが、混練したコンクリートは透過しないものを用いるとよく、それによってセグメント本体成形時に上記管体41内にコンクリートが浸入するのを防止できると共に、トンネル内に布設した後はコンクリート製のセグメント本体2内に浸入した水が管体41の周壁面を透過して管体41内に浸入し、該管体41内の排水通路4を経て下方に排出させることができる。
【0021】
なお上記の管体41としてコンクリートが透過するもの、あるいは透過するおそれのあるものを用いる場合には、例えば図7に示すように管体41の少なくとも耐火板3と反対側の面に、水は透過するがコンクリートは透過しない合成繊維等よりなるマット状もしくはシート状の透水性カバー6等を設置すれば、管体41内へのコンクリートの浸入を防止することができる。
【0022】
また前記のようにセグメント本体2と耐火板3との間に空洞部42を形成し、その空洞部42を排水通路4とする場合には、前述のようにセグメント本体成形時にセグメント本体2と耐火板3との間に排水通路形成材料40を介在させ、成型後にその排水通路形成材料40を適宜の手段で除去すればよく、例えば上記排水通路形成材料40としてアルカリ溶解材料あるいは生分解性材料を用い、セグメント本体成形後に、該セグメント本体を構成するコンクリート中のアルカリ成分もしくは微生物等によって上記排水通路形成材料40を漸次溶解もしくは分解させて除去するようにすれば、排水通路形成材料40を溶解するための薬液等を用いることなく溶解することができる。
【0023】
特に例えばとうもろこし等のでん粉から得られる乳酸を原料にしたポリ乳酸繊維等を用いた場合には、コンクリート中のアルカリ成分によって溶解できると共に、地中もしくはコンクリート中の微生物等によっても生分解可能である。実際に排水通路形成材料40としてポリ乳酸繊維を直径約5mm程度の太さの紐状に形成したものを用いてセグメントを製造したところ、上記ポリ乳酸繊維は前記図4(a)のような状態から約1週間程度で同図(b)のように略完全に消滅して、セグメント本体2と耐火板3との間に空洞部42よりなる排水通路4を良好に形成することができた。
【0024】
【発明の効果】
以上説明したように本発明によるトンネル覆工用セグメント1は、トンネル内周面に布設されるコンクリート製セグメント本体2の内面に耐火板3を設け、その耐火板3とセグメント本体2との間に排水通路4を形成したから、その排水通路4によってセグメント本体内に浸透してきた水を良好に排出させることができる。また上記セグメント本体2と耐火板3とは、隣り合う排水通路4・4において互いに良好に密着結合して強固に一体化され、前記のようにセグメント本体と耐火板との間の略全面にロックウール等の導水材を介在させた場合のようにセグメント本体2と耐火板3との接合強度が低下するのを防止することができる。
【0025】
また本発明によるトンネル覆工用セグメントの製造方法は、セグメント成形用型枠10内に予め所定の大きさ形状に形成した耐火板3を配置すると共に、その耐火板3上に排水通路形成材料40を配置した状態で上記型枠10内にコンクリートを流し込むことによって上記耐火板3と一体にセグメント本体2を形成するようにしたから耐火板3および排水通路4を有するセグメントを容易・安価に製作することができる。特に、上記排水通路形成材料40としてアルカリ溶解材料を用い、セグメント本体成形後に、該セグメント本体を構成するコンクリート中のアルカリ成分によって上記排水通路形成材料40を漸次溶解除去するようにすれば、空洞状の排水通路4を容易に形成することが可能となり、排水性能および耐火性のよいセグメントを簡単・安価に製造できる等の効果がある。
【図面の簡単な説明】
【図1】本発明によるトンネル覆工用セグメントの施工状態を示す正面図。
【図2】(a)は上記トンネル覆工用セグメントの拡大正面図。
(b)はその一部切り欠き側面図。
(c)はその横断平面図。
【図3】(a)は排水通路の一例を示す断面図。
(b)は排水通路の他の例を示す断面図。
【図4】(a)は排水通路形成材料によって排水通路を形成した状態の断面図。
(b)は排水通路形成材料が消滅した状態の断面図。
【図5】セグメント連結部の拡大断面図。
【図6】セグメントの成形要領の一例を示す説明図。
【図7】排水通路形成材料に透水性カバーを設けた例の断面図。
【符号の説明】
1 トンネル覆工用セグメント
2 セグメント本体
3 耐火板
4 排水通路
40 排水通路形成材料
41 管体
42 空洞
5 止水材
6 透水性カバー
T トンネル
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a tunnel lining segment laid on an inner peripheral surface of a tunnel and a method for manufacturing the same.
[0002]
[Prior art]
In recent years, for example, in a shield tunnel for roads, a so-called single shell construction method in which a secondary lining is omitted, particularly a construction method in which concrete segments are sequentially assembled on the inner peripheral surface of the tunnel to constitute a lining tends to be adopted. In this case, it is necessary to take a measure for protecting the segment from a tunnel fire (fire-resistant structure). As a measure, for example, there is a method of attaching a fire-resistant plate to the inner surface of the segment.
As a method of attaching the fireproof plate, for example, a so-called retrofitting method has been studied in which a segment is built in a tunnel and then the fireproof plate is attached to the inner surface of the segment with a concrete anchor or the like. However, the retrofitting method as described above has problems such as an increase in construction cost and a construction period, and a decrease in the strength of the segment due to anchoring. Therefore, a so-called pre-installation method for simultaneously assembling a refractory plate onto the inner surface of the segment at the time of manufacturing the segment is being studied.
[0003]
However, when such a segment is adopted for the inner surface of the tunnel, it is necessary to satisfactorily discharge water that inevitably infiltrates the concrete segment due to the water pressure in the ground. In this case, a water guide such as rock wool may be interposed between the fireproof plate and the concrete, but it is difficult to manufacture the segments by the pre-installation method. In particular, when a water guide material such as rock wool is interposed substantially over the entire surface between the concrete segment main body and the fireproof plate, the process of attaching the fireproof plate to the segment main body is very complicated.
[0004]
[Problems to be solved by the invention]
The present invention has been proposed in view of the above problems, and it is possible to satisfactorily integrate a segment body and a fireproof plate, and to apply a tunnel lining segment having a sufficient drainage function and a method of manufacturing the same. Aim.
[0005]
[Means for Solving the Problems]
To achieve the above object, a tunnel lining segment and a method for manufacturing the same according to the present invention have the following configurations.
[0006]
That is, the segment for tunnel lining according to the present invention is characterized in that a fireproof plate is provided on the inner surface of a concrete segment body laid on the inner peripheral surface of the tunnel, and a drain passage is formed between the fireproof plate and the segment body. And The drainage passage is formed, for example, by a pipe having a peripheral wall surface having water permeability, or by a cavity.
[0007]
In addition, the method for manufacturing a segment for tunnel lining according to the present invention includes the steps of disposing a refractory plate formed in a predetermined size and shape in a segment forming mold and disposing a drainage passage forming material on the refractory plate. The concrete body is formed integrally with the refractory plate by pouring concrete into the formwork.
[0008]
As the drainage passage forming material, for example, a pipe having a peripheral wall surface having water permeability is used. Alternatively, an alkali-soluble material or a biodegradable material is used as the drainage passage forming material, and after forming the segment main body, the drainage passage forming material is gradually dissolved or decomposed and removed by an alkali component or microorganisms in the concrete constituting the segment main body. The remaining cavity can be used as a drain passage.
[0009]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, a tunnel lining segment and a method for manufacturing the same according to the present invention will be specifically described based on an embodiment shown in the drawings.
[0010]
FIG. 1 is a front view of a state in which a tunnel lining segment according to the present invention is installed on the inner surface of a tunnel, FIG. 2A is an enlarged front view of one segment, and FIG. FIG. 3C is a cross-sectional plan view thereof.
[0011]
The tunnel lining segment 1 in the illustrated example is formed in a substantially arc shape along the inner peripheral surface of the tunnel T to be laid as shown in FIG. 1, and the segments 1 are sequentially arranged in the circumferential direction of the inner surface of the tunnel and in the longitudinal direction of the tunnel. Tunnel lining is formed by placing them side by side.
[0012]
As shown in FIG. 2, each of the segments 1 is provided integrally with a refractory plate 3 made of a metal steel plate or the like on the inner surface of a concrete segment main body 2, and a part between the refractory plate 3 and the segment main body 2. In this configuration, a drain passage 4 is provided. The drain passage 4 is formed in a mesh shape in the present embodiment, and particularly in the illustrated example, is formed in a lattice shape inclined with respect to the vertical direction as shown in FIG. Can be guided from an arbitrary position of the segment to a drainage mechanism (not shown) below the tunnel. However, the laying shape of the drainage passage is not limited to the illustrated example, but may be a stripe shape, a wave shape, or any other appropriate shape. .
[0013]
The configuration of the drain passage 4 is appropriate. For example, as shown in FIG. 3A, a pipe 41 having a water-permeable peripheral wall is interposed between the segment main body 2 and the fireproof plate 3. Is defined as a drain passage 4. Alternatively, as shown in FIG. 3B, a cavity 42 may be formed in a part between the segment main body 2 and the refractory plate 3, and the cavity 42 may be used as the drain passage 4.
[0014]
When the drain passage 4 is formed by the tube 41 as described above, the material thereof is, for example, a braided tube (mesh tube) in which synthetic fibers (monofilaments) such as polyester are braided in a tubular shape, or a porous tube made of synthetic resin or metal. Other various perforated pipes can be used.
[0015]
Means for forming the drainage passage 4 including the hollow portion 42 include, for example, an alkali-soluble material or a biodegradable material between the segment body 2 and the refractory plate 3 as shown in FIG. A rod-shaped or tubular drainage passage forming material 40 made of a material or the like is disposed, and after the segment main body is formed, the drainage passage forming material 40 is gradually dissolved or decomposed and removed by an alkali component or microorganisms in the concrete as shown in FIG. Then, the remaining hollow portion 42 may be used as the drain passage 4.
[0016]
Since the drainage passage 4 is formed between the segment body 2 and the refractory plate 3 in this manner, the segment 1 permeates into the segment body 2 in a state where the segment 1 is constructed on the inner peripheral surface of the tunnel as shown in FIG. Water can be drained well through the drain passage 4.
[0017]
The adjacent segments 1 are connected to each other by connecting bolts or the like, which are not shown in the drawing, and a water blocking material 5 is usually interposed between the adjacent segment bodies 2 as shown in FIG. The drain passages 4 of the vertically adjacent segments 1 communicate with each other through a small gap, and the water flowing into the drain passages 4 of each segment 1 is sequentially guided downward, and a drain mechanism at the lower part of the tunnel, not shown in the drawing. From the outside of the tunnel.
[0018]
Further, since the drain passage 4 is provided not on the entire surface between the segment main body 2 and the fireproof plate 3 but only on a part thereof, the segment main body 2 and the fireproof plate 3 are in direct contact with each other without passing through the drain passage 4. Thus, it is possible to secure a large area of the region to be joined, and thereby the segment main body 2 and the refractory plate 3 can be firmly and integrally and tightly joined together.
[0019]
Next, in manufacturing the above-described segment for tunnel lining, it may be manufactured, for example, in the following manner. First, the refractory plate 3 is formed in a predetermined size and shape in advance, and the refractory plate 3 is disposed in the segment forming mold 10 as shown in FIG. Next, the segment body 2 may be formed integrally with the refractory plate 3 by pouring concrete into the formwork 10 with the drainage passage forming material 40 disposed on the refractory plate 3. In the figure, reference numeral 11 denotes a molding lid that covers the upper portion of the frame 10.
[0020]
When the above-described pipe 41 is used as the drainage passage forming material 40, the pipe 41 is preferably made of a material that allows water to permeate the peripheral wall surface but does not allow kneaded concrete to pass therethrough. Thereby, it is possible to prevent concrete from entering the pipe body 41 at the time of forming the segment body, and after laying in the tunnel, water penetrating into the concrete segment body 2 penetrates the peripheral wall surface of the tube body 41. To enter the pipe 41 and be discharged downward through the drain passage 4 in the pipe 41.
[0021]
In the case where a pipe through which concrete passes or a pipe through which concrete can pass is used as the above-described pipe 41, for example, water is applied to at least the surface of the pipe 41 opposite to the refractory plate 3 as shown in FIG. By installing a mat-shaped or sheet-shaped water-permeable cover 6 made of synthetic fiber or the like that transmits but does not transmit concrete, it is possible to prevent concrete from entering the pipe 41.
[0022]
When the hollow portion 42 is formed between the segment main body 2 and the refractory plate 3 as described above, and the hollow portion 42 is used as the drain passage 4, as described above, the segment main body 2 and the fireproof A drainage passage forming material 40 may be interposed between the plate 3 and the drainage passage formation material 40 after molding. The drainage passage formation material 40 may be removed by an appropriate means. For example, an alkali-soluble material or a biodegradable material may be used as the drainage passage formation material 40. If the drainage passage forming material 40 is gradually dissolved or decomposed and removed by an alkali component or microorganisms in the concrete constituting the segment main body after forming the segment body, the drainage passage forming material 40 is dissolved. Can be dissolved without using a chemical solution or the like.
[0023]
In particular, for example, when using a polylactic acid fiber or the like made from lactic acid obtained from starch such as corn, it can be dissolved by an alkali component in concrete and biodegradable by microorganisms in the ground or concrete. . When a segment was actually manufactured using a polylactic acid fiber formed into a string having a diameter of about 5 mm as the drainage passage forming material 40, the polylactic acid fiber was in a state as shown in FIG. After about one week, the drainage passage 4 consisting of the hollow portion 42 was successfully formed between the segment body 2 and the refractory plate 3 almost completely, as shown in FIG.
[0024]
【The invention's effect】
As described above, the segment 1 for tunnel lining according to the present invention is provided with the refractory plate 3 on the inner surface of the concrete segment body 2 laid on the inner peripheral surface of the tunnel, and between the refractory plate 3 and the segment body 2. Since the drain passage 4 is formed, the water that has penetrated into the segment main body by the drain passage 4 can be discharged well. The segment body 2 and the refractory plate 3 are tightly bonded to each other in the adjacent drain passages 4 and 4 and are firmly integrated, and are locked over substantially the entire surface between the segment body and the refractory plate as described above. It is possible to prevent the joint strength between the segment main body 2 and the refractory plate 3 from being reduced as in the case where a water guide material such as wool is interposed.
[0025]
The method for manufacturing a tunnel lining segment according to the present invention includes disposing a refractory plate 3 formed in a predetermined size and shape in a segment forming mold 10 and forming a drainage passage forming material 40 on the refractory plate 3. The segment body 2 is formed integrally with the refractory plate 3 by pouring concrete into the formwork 10 in a state in which the components are arranged, so that the segment having the refractory plate 3 and the drain passage 4 can be easily and inexpensively manufactured. be able to. In particular, if an alkali-dissolving material is used as the drainage passage forming material 40, and after the segment main body is formed, the drainage passage forming material 40 is gradually dissolved and removed by an alkali component in concrete constituting the segment main body, a hollow shape can be obtained. Can easily be formed, and there is an effect that a segment having good drainage performance and fire resistance can be easily and inexpensively manufactured.
[Brief description of the drawings]
FIG. 1 is a front view showing a construction state of a segment for tunnel lining according to the present invention.
FIG. 2A is an enlarged front view of the tunnel lining segment.
(B) is a partially cutaway side view.
(C) is a cross-sectional plan view thereof.
FIG. 3A is a cross-sectional view illustrating an example of a drain passage.
(B) is a sectional view showing another example of a drain passage.
FIG. 4A is a cross-sectional view of a state in which a drain passage is formed by a drain passage forming material.
(B) is sectional drawing in the state where the drainage passage forming material disappeared.
FIG. 5 is an enlarged sectional view of a segment connecting portion.
FIG. 6 is an explanatory diagram showing an example of a segment forming procedure.
FIG. 7 is a cross-sectional view of an example in which a water-permeable cover is provided on a drainage passage forming material.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Segment for tunnel lining 2 Segment main body 3 Fireproof plate 4 Drainage passage 40 Drainage passage forming material 41 Tube 42 Cavity 5 Waterproof material 6 Water permeable cover T Tunnel

Claims (7)

トンネル内周面に布設されるコンクリート製セグメント本体の内面に耐火板を設け、その耐火板とセグメント本体との間に排水通路を形成したことを特徴とするトンネル覆工用セグメント。A segment for tunnel lining, wherein a fireproof plate is provided on an inner surface of a concrete segment body laid on an inner peripheral surface of a tunnel, and a drainage passage is formed between the fireproof plate and the segment body. 前記排水通路を周壁面が透水性を有する管体によって形成してなる請求項1記載のトンネル覆工用セグメント。The segment for tunnel lining according to claim 1, wherein the drain passage is formed by a pipe having a peripheral wall surface having water permeability. 前記排水通路を空洞によって形成してなる請求項1記載のトンネル覆工用セグメント。The tunnel lining segment according to claim 1, wherein the drain passage is formed by a cavity. セグメント成形用型枠内に予め所定の大きさ形状に形成した耐火板を配置すると共に、その耐火板上に排水通路形成材料を配置した状態で上記型枠内にコンクリートを流し込むことによって上記耐火板と一体にセグメント本体を形成したことを特徴とするトンネル覆工用セグメントの製造方法。A fireproof plate formed in a predetermined size and shape is arranged in a segment forming mold in advance, and concrete is poured into the mold in a state where a drainage passage forming material is arranged on the fireproof plate. A method for manufacturing a segment for tunnel lining, wherein a segment main body is formed integrally with the segment. 前記排水通路形成材料として周壁面が透水性を有する管体を用いた請求項4記載のトンネル覆工用セグメントの製造方法。The method for producing a segment for tunnel lining according to claim 4, wherein a pipe having a peripheral wall surface having water permeability is used as the drainage passage forming material. 前記排水通路形成材料としてアルカリ溶解材料または生分解材料を用い、前記セグメント本体の成形後に、該セグメント本体を構成するコンクリート中のアルカリ成分または微生物等によって上記排水通路形成材料を漸次溶解または分解除去して残った空洞部を排水通路とするようにした請求項4記載のトンネル覆工用セグメントの製造方法。An alkali-dissolving material or a biodegradable material is used as the drainage passage forming material, and after forming the segment main body, the drainage passage forming material is gradually dissolved or decomposed and removed by an alkali component or microorganisms in concrete constituting the segment main body. 5. The method for manufacturing a tunnel lining segment according to claim 4, wherein the remaining cavity is used as a drain passage. 前記アルカリ溶解材料または生分解材料としてポリ乳繊維を用いた請求項6記載のトンネル覆工用セグメントの製造方法。Method for manufacturing a segment tunnel lining according to claim 6, wherein using the polylactic acid fibers as the alkaline lysis material or biodegradable material.
JP2001223043A 2001-07-24 2001-07-24 Tunnel lining segment and method of manufacturing the same Expired - Fee Related JP3549503B2 (en)

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CN107387160A (en) * 2017-08-07 2017-11-24 北京市市政工程设计研究总院有限公司 A kind of half permeable drainpipe of Ω types
CN108426706B (en) * 2018-02-02 2023-10-17 西南交通大学 Shield type TBM tunnel segment design test bench for high water pressure area

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JPH11294098A (en) * 1998-04-07 1999-10-26 Hiroaki Ando Fire resistant tunnel structure
JP3490907B2 (en) * 1998-09-25 2004-01-26 黒崎播磨株式会社 Fire-resistant structure made of heat-insulating fire-resistant members of concrete segments for tunnels.
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