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JP3556621B2 - Refractory material mounting structure inside tunnel lining - Google Patents

Refractory material mounting structure inside tunnel lining Download PDF

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Publication number
JP3556621B2
JP3556621B2 JP2001223044A JP2001223044A JP3556621B2 JP 3556621 B2 JP3556621 B2 JP 3556621B2 JP 2001223044 A JP2001223044 A JP 2001223044A JP 2001223044 A JP2001223044 A JP 2001223044A JP 3556621 B2 JP3556621 B2 JP 3556621B2
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JP
Japan
Prior art keywords
refractory material
tunnel lining
refractory
supporting member
tunnel
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 - Fee Related
Application number
JP2001223044A
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Japanese (ja)
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JP2003035099A (en
Inventor
一郎 岩谷
Original Assignee
株式会社ケー・エフ・シー
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
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Application filed by 株式会社ケー・エフ・シー filed Critical 株式会社ケー・エフ・シー
Priority to JP2001223044A priority Critical patent/JP3556621B2/en
Publication of JP2003035099A publication Critical patent/JP2003035099A/en
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Publication of JP3556621B2 publication Critical patent/JP3556621B2/en
Anticipated expiration legal-status Critical
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Description

【0001】
【発明の属する技術分野】
本発明は、トンネル内に布設される覆工内面への耐火材の取付構造に関する。
【0002】
【従来の技術】
最近のトンネル特に道路トンネルでは、火災などによるトンネル覆工の劣化や損傷等を防止するための耐火対策が求められており、覆工用セグメントや覆工コンクリート等よりなるトンネル覆工内面に断熱材付き金属板等の耐火材を被覆することが提案されている。
【0003】
この場合、従来はいわゆる、あと施工アンカーを用いて耐火材をトンネル覆工内面に直接取付けていたが、アンカー施工をするには、墨出し、孔開け、アンカー打設、という作業が必要で手間が掛かり、しかも孔開けによって粉塵が発生する等の問題もある。
【0004】
また特に耐火性が要求されるシールドトンネルではセグメントに孔を開けるのは好ましくなく、やむを得ず開ける場合でも任意の位置に自由に孔を開けることはできない。さらにトンネル覆工は、地震発生時や地盤の経時変化等によって動く場合があり、耐火材が強固に固定されていると、覆工の動きに追従できず耐火材が破損したり落下する等のおそれがあった。
【0005】
【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、耐久性および施工性のよいトンネル覆工内面への耐火材取付構造を提供することを目的とする。
【0006】
【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への耐火材取付構造は、以下の構成としたものである。即ち、トンネル覆工内面に耐火材支持部材を取付け、耐火材に取付けた係止具を上記耐火材支持部材に形成した係合部に係合保持させるようにしたトンネル覆工内面への耐火材取付構造であって、上記の耐火材支持部材を帯板材で形成し、その帯板材よりなる耐火材支持部材にトンネル覆工側に突出する屈曲部を形成することによって、上記耐火材をトンネル覆工内面に対して所定の間隔を置いて保持させるようにしたことを特徴とする。
【0007】
【発明の実施の形態】
以下、本発明によるトンネル覆工への耐火材取付構造を図に示す実施形態に基づいて具体的に説明する。
【0008】
図1は本発明によるトンネル覆工への耐火材取付構造の一実施形態を示す斜視図、図2は取付け状態の平面図である。
【0009】
図において、1はトンネル覆工Fの内面に取付ける耐火材支持部材で、本実施形態においては所定の幅を有する鋼板等の金属製帯板材が用いられている。その帯板材よりなる上記支持部材1の長手方向略中央上部には、耐火材2に取付けた係止具3を係合保持させる凹溝状の係合部11が設けられ、その係合部11の両側縁上部には突出部11aが一体に形成されている。
【0010】
上記係止具3は、鋼板等の金属板よりなり、上記耐火材2に溶接等により固着された基部3aと、その基部3aから互いに離間する方向に延び、かつ耐火材2に対して浮いた形となる折曲部3b、3bを一体に形成した構成であり、上記基部3aを上記係合部11に対向配置させ、上記折曲部3bを上記係合部11の突出部11aの図1で裏面側に配置させる形となるよう縁部に当接係合させて抜け止め係止する構成である。
【0011】
また上記支持部材1の長手方向両端部近傍にはトンネル覆工F側に突出する屈曲部12が形成され、その屈曲部12に形成した孔にボルト4を挿通し、トンネル覆工F側に設けた雌ねじアンカーやインサート等の受け部材5にねじ込んで締め付け固定する構成である。
【0012】
上記受け部材5は、トンネル覆工F内の所定の位置に予め埋設しておくとよく、例えばトンネル覆工Fとして図3に示すようなコンクリート製のセグメントSを用いる場合には、そのセグメントSを工場等で型成形する際にインサート金物として上記受け部材5を型枠内にセットして埋設すればよい。またトンネル内面に覆工コンクリートを直接打設する場合には、その打設時に上記受け部材5を所定の位置に埋設すればよい。
【0013】
前記耐火材2の取付けは、前記セグメントSを用いる場合には、そのセグメントSを図4のようにトンネル内に布設し、またトンネル内に覆工コンクリートを直接打設する場合には、その打設作業が終了した後であって、より好ましくはトンネルの道路や軌道等のインバートコンクリートを打設した後に行えばよい。
【0014】
先ず、トンネル覆工Fに埋設した受け部材5を利用して耐火材支持部材1をトンネル覆工内面に取付ける。図示例においては支持部材1の屈曲部12に形成した孔にボルト4を挿通し、受け部材5の雌ねじ孔等にねじ込んで締め付け固定すればよい。
【0015】
次いで、耐火材2に溶接等で固着した係止具3を支持部材1の係合部11に係合させるもので、図の場合は係止具3の基部3aを上記係合部11に上方から係合させ、係止具3の折曲部3bを上記係合部11の縁部に当接させて抜け止め係止すればよい。
【0016】
上記係止具3は図の実施形態においては耐火材2の上下両端部の幅方向中央部に1つずつ設けられ、それぞれ支持部材1の係合部11に係合させるもので、例えば図4のように耐火材2を上下方向に複数個取付ける場合には、図5に示すように下から順に取付け、上下方向に隣り合う耐火材2・2の隣接する2つの係止具3は共通1個の支持部材1に係合保持させる構成である。
【0017】
耐火材2の材質は、ステンレス等の金属製もしくは陶製あるいはセラミック製その他適宜であり、また上記のような材料からなる板材21の片面にセラミックウール22等を積層した複合材を用いることもできる。図6および図7は上記のような複合材を用いた場合の一実施形態を示すもので、係止具3の耐火材厚さ方向の寸法はセラミックウール22の厚さよりも大きく形成して基部3aを板材21に溶接等で固着すればよい。他の構成は前記実施形態と同様であり、同様の作用効果が得られる。
【0018】
【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内面への耐火材取付構造は、トンネル覆工Fの内面に耐火材支持部材1を取付け、耐火材2に取付けた係止具3を上記耐火材支持部材1に形成した係部11に係合保持させるようにしたから、耐火材2をトンネル覆工内面に簡単・確実に取付け支持させることができる。また耐火材を前記従来のようにトンネル覆工内面にボルト等で直付けしないので、地震時等のように覆工が動いても、その動きに追従することができる。さらに上記支持部材1や係止具3は、鋼板等の板材を簡単な加工により製作可能なので安価に量産できる。
【0019】
また耐火材支持部材1にトンネル覆工側に突出する屈曲部12を形成することによって、前記耐火材2をトンネル覆工内面に対して所定の間隔を置いて保持させるようにすると、例えばセグメントの継ぎ手部に段差や不陸があっても、それらが邪魔になることなく耐火材2を良好に布設することができる。しかも耐火材2とトンネル覆工内面との間の空隙による断熱効果で火災等によるトンネル覆工への熱影響を低減することもできる。
【図面の簡単な説明】
【図1】本発明によるトンネル覆工内面への耐火材取付構造の一実施形態を示す斜視図。
【図2】(a)は耐火材を取付けた状態の平面図。
(b)はその一部の拡大図。
【図3】予め受け部材を埋設したセグメントの斜視図。
【図4】セグメントの施工状態を示す斜視図。
【図5】(a)〜(c)は耐火材の取付け手順を示す説明図。
【図6】(a)は他の耐火材の取付け状態を示す平面図。
(b)はその一部の拡大図。
【図7】(a)〜(c)は他の耐火材の取付け手順を示す説明図。
【符号の説明】
1 耐火材支持部材
11 係合部
12 屈曲部
2 耐火材
3 係止具
3a 基部
3b 折曲部
4 ボルト
5 受け部材
F トンネル覆工
S セグメント
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a mounting structure of the refractory material to lining the inner surface which is laid in the tunnel.
[0002]
[Prior art]
In recent tunnels, especially road tunnels, fire protection measures are required to prevent the deterioration and damage of the tunnel lining due to fire, etc. It has been proposed to coat a refractory material such as an attached metal plate.
[0003]
In this case, in the past, refractory materials were directly attached to the inner surface of the tunnel lining using so-called post-installed anchors, but the work of anchoring requires work such as blacking out, drilling, and anchoring. However, there is also a problem that dust is generated by drilling holes.
[0004]
In particular, in a shield tunnel where fire resistance is required, it is not preferable to make a hole in the segment, and even if it is unavoidable, a hole cannot be freely made at an arbitrary position. In addition, tunnel lining may move due to earthquakes or changes over time in the ground.If the refractory material is firmly fixed, it will not be able to follow the movement of the lining and the refractory material will be damaged or fall. There was a fear.
[0005]
[Problems to be solved by the invention]
The present invention has been proposed in view of the above problems, and an object thereof is to provide a refractory material attached structure to better tunnel lining the inner surface of durability and workability.
[0006]
[Means for Solving the Problems]
In order to achieve the above object, a structure for attaching a refractory material to a tunnel lining according to the present invention has the following configuration. That is, mounting the refractory support to the tunnel lining the inner surface, the refractory material of the locking tool attached to the refractory material into the tunnel lining the inner surface so as to be engaged with and held by the engaging portion formed on the refractory material supporting member In the mounting structure, the refractory material supporting member is formed of a strip material, and the refractory material supporting member made of the strip material is formed with a bent portion protruding toward the tunnel lining side, so that the refractory material is tunnel-coated. It is characterized in that it is held at a predetermined interval with respect to the inner surface of the work .
[0007]
BEST MODE FOR CARRYING OUT THE INVENTION
It will be specifically described below based on the refractory mounting structure of the tunnel lining according to the invention to the embodiment shown in FIG.
[0008]
FIG. 1 is a perspective view showing an embodiment of a structure for attaching a refractory material to a tunnel lining according to the present invention, and FIG. 2 is a plan view showing an attached state.
[0009]
In the drawing, reference numeral 1 denotes a refractory material support member attached to the inner surface of the tunnel lining F. In the present embodiment, a metal strip material such as a steel plate having a predetermined width is used. At substantially the center in the longitudinal direction of the support member 1 made of the strip material, a concave groove-shaped engaging portion 11 for engaging and holding the locking member 3 attached to the refractory material 2 is provided. The protrusions 11a are integrally formed on the upper sides of both sides.
[0010]
The locking member 3 is made of a metal plate such as a steel plate, and has a base 3 a fixed to the refractory material 2 by welding or the like, extends in a direction away from the base 3 a, and floats with respect to the refractory material 2. The bent portions 3b and 3b are integrally formed, and the base portion 3a is arranged to face the engaging portion 11, and the bent portion 3b is formed as a projection 11a of the engaging portion 11 in FIG. In this configuration, the stopper is brought into contact with the edge so as to be disposed on the back surface side, and is retained and locked.
[0011]
A bent portion 12 protruding toward the tunnel lining F is formed in the vicinity of both ends in the longitudinal direction of the support member 1. Bolts 4 are inserted into holes formed in the bent portion 12 and provided on the tunnel lining F side. It is configured to be screwed into a receiving member 5 such as a female screw anchor or an insert and tightened and fixed.
[0012]
The receiving member 5 is preferably buried in a predetermined position in the tunnel lining F in advance. For example, when a concrete segment S as shown in FIG. When the mold is molded at a factory or the like, the receiving member 5 may be set and embedded as a metal insert in a mold. In the case where lining concrete is directly cast on the inner surface of the tunnel, the receiving member 5 may be buried in a predetermined position at the time of casting.
[0013]
When the refractory material 2 is attached, the segment S is laid in a tunnel as shown in FIG. 4 when the segment S is used, and when the lining concrete is directly cast in the tunnel as shown in FIG. It may be performed after the installation work is completed, and more preferably, after inverting concrete such as a road or a track of a tunnel.
[0014]
First, the refractory material support member 1 is attached to the inner surface of the tunnel lining using the receiving member 5 embedded in the tunnel lining F. In the illustrated example, the bolt 4 may be inserted through a hole formed in the bent portion 12 of the support member 1 and screwed into a female screw hole or the like of the receiving member 5 to be tightened and fixed.
[0015]
Next, the locking member 3 fixed to the refractory material 2 by welding or the like is engaged with the engaging portion 11 of the support member 1. In the case of the drawing, the base 3 a of the locking member 3 is And the bent portion 3b of the locking member 3 may be brought into contact with the edge of the engaging portion 11 to stop and lock.
[0016]
In the embodiment shown in the drawing, the locking members 3 are provided one by one at the center in the width direction of the upper and lower ends of the refractory material 2 and are respectively engaged with the engaging portions 11 of the support member 1. When a plurality of refractory materials 2 are attached in the vertical direction as shown in FIG. 5, the refractory materials 2 are vertically attached as shown in FIG. In this configuration, the support members 1 are engaged and held.
[0017]
The material of the refractory material 2 is made of metal such as stainless steel, ceramic or ceramic, or any other appropriate material. A composite material in which a ceramic wool 22 or the like is laminated on one surface of a plate material 21 made of the above material can also be used. FIGS. 6 and 7 show an embodiment in which the above-described composite material is used. The size of the refractory material in the thickness direction of the refractory material is formed larger than the thickness of the ceramic wool 22 and the base portion is formed. 3a may be fixed to the plate 21 by welding or the like. The other configuration is the same as that of the above embodiment, and the same operation and effect can be obtained.
[0018]
【The invention's effect】
As described above, the structure for attaching a refractory material to the inner surface of a tunnel lining according to the present invention is such that the refractory material supporting member 1 is attached to the inner surface of the tunnel lining F, and the locking member 3 attached to the refractory material 2 supports it is so arranged to be engaged with and held by the engaging portion 11 formed on member 1, the refractory material 2 can be easy and reliably mounting support on the tunnel lining inner surface. Further, since the refractory material is not directly attached to the inner surface of the tunnel lining with bolts or the like as in the conventional case, even if the lining moves as in the case of an earthquake, the movement can be followed. Furthermore, since the support member 1 and the locking member 3 can be manufactured by a simple processing of a plate material such as a steel plate, they can be mass-produced at low cost.
[0019]
Further, by forming a bent portion 12 protruding toward the tunnel lining side in the refractory material supporting member 1 so as to hold the refractory material 2 at a predetermined interval with respect to the inner surface of the tunnel lining, for example, Even if there is a step or unevenness in the joint portion, the refractory material 2 can be satisfactorily laid without being in the way. Moreover, the thermal effect on the tunnel lining due to a fire or the like can be reduced by the heat insulating effect of the gap between the refractory material 2 and the inner surface of the tunnel lining.
[Brief description of the drawings]
FIG. 1 is a perspective view showing one embodiment of a structure for attaching a refractory material to an inner surface of a tunnel lining according to the present invention.
FIG. 2A is a plan view showing a state where a refractory material is attached.
(B) is an enlarged view of a part thereof.
FIG. 3 is a perspective view of a segment in which a receiving member is embedded in advance.
FIG. 4 is a perspective view showing a construction state of a segment.
FIGS. 5A to 5C are explanatory views showing a procedure for attaching a refractory material.
FIG. 6A is a plan view showing a state in which another refractory material is attached.
(B) is an enlarged view of a part thereof.
FIGS. 7A to 7C are explanatory views showing a procedure for attaching another refractory material.
[Explanation of symbols]
REFERENCE SIGNS LIST 1 refractory material support member 11 engaging portion 12 bent portion 2 refractory material 3 locking member 3a base 3b bending portion 4 bolt 5 receiving member F tunnel lining S segment

Claims (2)

トンネル覆工内面に耐火材支持部材を取付け、耐火材に取付けた係止具を上記耐火材支持部材に形成した係部に係合保持させるようにしたトンネル覆工内面への耐火材取付構造であって、上記の耐火材支持部材を帯板材で形成し、その帯板材よりなる耐火材支持部材にトンネル覆工側に突出する屈曲部を形成することによって、上記耐火材をトンネル覆工内面に対して所定の間隔を置いて保持させるようにしたことを特徴とするトンネル覆工内面への耐火材取付構造。Install the refractory material supporting member in a tunnel lining the inner surface, refractory mounting structure of the locking tool attached to the refractory material into the tunnel lining the inner surface so as to be engaged with and held by the engaging portion formed on the refractory material supporting member The refractory material supporting member is formed of a strip material, and the refractory material supporting member made of the strip material is formed with a bent portion protruding toward the tunnel lining side, so that the refractory material is formed on the inner surface of the tunnel lining. A structure for attaching a refractory material to the inner surface of a tunnel lining, wherein the refractory material is held at predetermined intervals with respect to the inner surface of the tunnel lining. 前記係止具は、鋼板等の金属板よりなり、前記耐火材に溶接等により固着された基部と、その基部から互いに離間する方向に延び、かつ耐火材に対して浮いた形となる折曲部を一体に形成した構成とし、その係止具を耐火材支持部材に形成した凹溝状の係合部に係合させるようにした請求項記載のトンネル覆工内面への耐火材取付け構造。 The locking member is formed of a metal plate such as a steel plate, and has a base fixed to the refractory material by welding or the like, and a bent portion extending in a direction away from the base and floating with respect to the refractory material. parts and a unitary body of refractory material attachment structure of the locking tool into the tunnel lining the inner surface of claim 1 wherein so as to engage the groove-like engaging portion formed on the refractory material supporting member .
JP2001223044A 2001-07-24 2001-07-24 Refractory material mounting structure inside tunnel lining Expired - Fee Related JP3556621B2 (en)

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JP3556621B2 true JP3556621B2 (en) 2004-08-18

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