JP2009243125A - Tunnel shock-absorbing construction - Google Patents

Tunnel shock-absorbing construction Download PDF

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JP2009243125A
JP2009243125A JP2008090188A JP2008090188A JP2009243125A JP 2009243125 A JP2009243125 A JP 2009243125A JP 2008090188 A JP2008090188 A JP 2008090188A JP 2008090188 A JP2008090188 A JP 2008090188A JP 2009243125 A JP2009243125 A JP 2009243125A
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membrane
tunnel
deformation suppressing
fixed
sheet member
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JP4972598B2 (en
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Kazuhiro Saeki
和浩 佐伯
Akiyuki Watanabe
明之 渡邊
Seisuke Kato
精亮 加藤
Chihiro Nakade
千博 中出
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East Japan Railway Co
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East Japan Railway Co
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a tunnel shock-absorbing construction which reduces a roof structure in weight, suppresses the pressure deformation of the roof structure, and improve the sealing property of the structure to improve its overall performance. <P>SOLUTION: The tunnel shock-absorbing construction 1 is constructed by disposing a hood 3 on a tunnel entrance 2. The hood 3 has a framed structure 4 and a roof 5 fixed to the framed structure 4. The roof 5 is composed of a plurality of upper or lower film deformation suppressing members 11 and 13 which have a periphery fixed by a periphery fixing means 12 and are so arranged as to divide the interior space of the periphery fixing means 12 into a plurality of areas, and flexible belly members or sheet members 7 supported with the upper or lower film deformation suppressing members 11 and 13. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、高速列車等の移動体がトンネルに進入することによって、トンネル出口で発生する微気圧波を低減できるトンネル緩衝工に関する。   The present invention relates to a tunnel shock absorber that can reduce micro-pressure waves generated at a tunnel exit when a moving body such as a high-speed train enters a tunnel.

新幹線等の高速列車がトンネル入口に進入すると圧縮波が生じ、この圧縮波がトンネル内を伝播してトンネル出口に到達すると、圧縮波の圧力勾配にほぼ比例したパルス状の圧力波が出口から外部に放射される。このパルス状の圧力波がいわゆる微気圧波である。   When a high-speed train such as the Shinkansen enters the tunnel entrance, a compression wave is generated. When this compression wave propagates through the tunnel and reaches the tunnel exit, a pulsed pressure wave approximately proportional to the pressure gradient of the compression wave is generated from the exit to the outside. To be emitted. This pulsed pressure wave is a so-called micro-pressure wave.

高速列車がトンネル入口に進入することで生じる圧縮波は、圧力によって伝播速度が異なり、圧力が低いと伝播速度は遅く、圧力が高いと伝播速度は速い。すなわち、圧縮波の先端付近で圧力の低い部分は伝播速度が遅く、圧縮波の後方で圧力の高い部分は伝播速度が速いので、圧縮波の波形は伝播するうちに後方部分が先端付近部分に次第に追い付いていく。このため圧縮波の波形は、最初は緩やかであっても、伝播するうちに次第に切り立った形状に変化する。これを波の非線形効果という。圧縮波の波形の切り立った形状への変化に伴い、圧縮波の圧力勾配は大きくなっていく。   Compressive waves generated by high-speed trains entering the tunnel entrance have different propagation speeds depending on pressure. When the pressure is low, the propagation speed is slow, and when the pressure is high, the propagation speed is fast. In other words, the low-pressure portion near the tip of the compression wave has a low propagation velocity, and the high-pressure portion behind the compression wave has a high propagation velocity. Gradually catch up. For this reason, even if the waveform of the compression wave is gentle at first, it gradually changes into a sharp shape as it propagates. This is called the nonlinear effect of waves. As the waveform of the compression wave changes to a sharp shape, the pressure gradient of the compression wave increases.

短いトンネルの場合は、圧力勾配はほとんど変化せずにトンネル出口に到達するが、長いトンネルの場合は、波の非線形効果が蓄積することによって、圧力勾配が徐々に大きくなり、切り立った波形となってトンネル出口に到達する。   In the case of a short tunnel, the pressure gradient reaches the tunnel exit with little change, but in the case of a long tunnel, the pressure gradient gradually increases due to the accumulation of nonlinear effects of waves, resulting in a steep waveform. To reach the tunnel exit.

微気圧波の放射は、破裂的な空気圧音(一次音)を招くことがあるだけでなく、トンネル出口付近の民家の窓ガラスや戸を急に動かして二次音を発生させる要因となるものであり、その低減が重要となっている。   The radiation of micro-pressure waves not only causes a bursting pneumatic sound (primary sound), but also causes a secondary sound by suddenly moving the windows and doors of private houses near the tunnel exit. Therefore, the reduction is important.

具体的な微気圧波低減対策としては、トンネル入口にトンネル緩衝工を設ける方法がある。トンネル緩衝工とは、トンネルの入口にトンネル断面積の1.4〜1.5倍程度のフード部を設けたものである。トンネル緩衝工によりトンネル入口で生じる圧縮波の圧力勾配を小さく抑えることができるので、トンネル出口での微気圧波の低減を図ることができる。
特開2001−248390号公報
As a specific measure for reducing micro-pressure waves, there is a method of providing a tunnel buffer at the entrance of the tunnel. A tunnel buffer is a hood portion that is approximately 1.4 to 1.5 times the cross-sectional area of the tunnel at the entrance of the tunnel. Since the pressure shock of the compression wave generated at the tunnel entrance can be suppressed small by the tunnel buffer work, the micro-pressure wave at the tunnel exit can be reduced.
JP 2001-248390 A

特許文献1に開示されたトンネル緩衝工のフード部は、H形鋼を主な構造部材として骨組み構造部を形成し、骨組み構造部に屋根部としての鋼板(デッキプレート等)を取り付けて構築する構造となっている。そのため、屋根部の重量が重く、それを支持する骨組み構造部の鋼材使用量が多くなるという問題が発生する。また、屋根部材の耐力により、主な構造部材の配置間隔を広げることは困難である。さらに、屋根部が鋼板で形成されるため、トンネル緩衝工のフード部の形状の設計の自由度がなく、施工性、経済性においても問題を有するものであった。   The hood part of the tunnel shock absorber disclosed in Patent Document 1 is constructed by forming a frame structure part using H-shaped steel as a main structural member and attaching a steel plate (deck plate or the like) as a roof part to the frame structure part. It has a structure. For this reason, there is a problem that the weight of the roof portion is heavy and the amount of steel used in the frame structure portion that supports the roof portion is increased. Further, it is difficult to widen the interval between the main structural members due to the strength of the roof member. Furthermore, since the roof portion is formed of a steel plate, there is no degree of freedom in designing the shape of the hood portion of the tunnel shock absorber, and there are problems in workability and economy.

本発明は、従来技術の持つ課題を解決する、屋根部の構造を軽量化すると共に、圧力による変形を抑制し、密封性を向上させ、性能を向上させたトンネル緩衝工を提供することを目的とする。   An object of the present invention is to solve the problems of the prior art, to reduce the weight of the structure of the roof part, to suppress deformation due to pressure, to improve the sealing performance, and to provide a tunnel shock absorber with improved performance And

本発明のトンネル緩衝工は、前記従来技術の持つ課題を解決するために、トンネル入口にフード部を設置したトンネル緩衝工であって、前記フード部は骨組み構造部と、前記骨組み構造に固定される屋根部を備え、前記屋根部を、周囲を周囲固定手段により固定され、さらに周囲固定部内を複数の領域に区画するように配置された複数の上側又は下側膜変形抑制部材に上側又は下側膜変形抑制部材を介して支持される可撓性の膜部材又はシート部材で構成することを特徴とする。   In order to solve the problems of the prior art, the tunnel shock absorber of the present invention is a tunnel shock absorber in which a hood portion is installed at a tunnel entrance, and the hood portion is fixed to the frame structure portion and the frame structure. A plurality of upper or lower membrane deformation suppressing members arranged so as to divide the inside of the peripheral fixing portion into a plurality of regions. It is characterized by comprising a flexible membrane member or sheet member supported via a side membrane deformation suppressing member.

また、本発明のトンネル緩衝工は、前記可撓性の膜部材又はシート部材を、複数の上側及び下側膜変形抑制部材を配置したパネル枠に固定し、前記パネル枠を前記骨組み構造部に固定することを特徴とする。   Moreover, the tunnel shock absorber according to the present invention fixes the flexible membrane member or sheet member to a panel frame on which a plurality of upper and lower membrane deformation suppressing members are arranged, and the panel frame is attached to the framework structure portion. It is fixed.

また、本発明のトンネル緩衝工は、前記可撓性の膜部材又はシート部材を、複数の上側及び下側膜変形抑制部材を配置した骨組み構造部に固定したことを特徴とする。   Moreover, the tunnel shock absorber according to the present invention is characterized in that the flexible membrane member or sheet member is fixed to a skeleton structure portion in which a plurality of upper and lower membrane deformation suppressing members are arranged.

また、本発明のトンネル緩衝工は、前記周囲固定手段及び前記上側又は下側膜変形抑制部材を着脱可能として前記可撓性の膜部材又はシート部材の取り換えを容易にしたことを特徴とする。   Moreover, the tunnel shock absorber according to the present invention is characterized in that the peripheral fixing means and the upper or lower film deformation suppressing member can be attached and detached to facilitate replacement of the flexible film member or sheet member.

また、本発明のトンネル緩衝工は、前記可撓性の膜部材又はシート部材の表面又は裏面に前記上側又は下側膜変形抑制部材の配置の軸方向と交差する方向に延びる所定幅の補強布を少なくとも1列接着固定し、前記補強布の前記上側又は下側膜変形抑制部材に対応する位置に膜垂れ下がり防止ベルトを配置し、前記膜垂れ下がり防止ベルトを前記上側又は下側膜変形抑制部材に着脱自在に連結することを特徴とする。   Further, the tunnel buffer according to the present invention is a reinforcing cloth having a predetermined width extending in a direction intersecting an axial direction of the arrangement of the upper or lower film deformation suppressing member on the front or back surface of the flexible film member or sheet member. Are attached and fixed in at least one row, and a film sagging prevention belt is disposed at a position corresponding to the upper or lower membrane deformation restraining member of the reinforcing cloth, and the membrane sagging prevention belt is attached to the upper or lower membrane deformation restraining member. It is characterized by detachably connecting.

また、本発明のトンネル緩衝工は、前記可撓性の膜部材又はシート部材の前記周囲固定手段による固定部及び隣接する前記固定部の間にシール部材を配置することを特徴とする。   Moreover, the tunnel shock absorber according to the present invention is characterized in that a seal member is disposed between a fixing portion of the flexible membrane member or sheet member by the peripheral fixing means and the adjacent fixing portion.

また、本発明のトンネル緩衝工は、前記トンネル入口と前記フード部の接続部の近傍の前記屋根部を鋼板で形成することを特徴とする。   In the tunnel shock absorber according to the present invention, the roof portion in the vicinity of the connection portion between the tunnel entrance and the hood portion is formed of a steel plate.

本発明の構成により、屋根部を軽量化できるので骨組み構造の鋼材使用量を減らすことができ、圧力変動による可撓性の膜部材又はシート部材の変形を抑制し、フード部の密封性を向上させてトンネル緩衝工の性能を向上させ、可撓性の膜部材又はシート部材が破れた場合の垂れ下がり長さを小さくすることで架線等(架線・電力線・通信線等の設備・列車を含む)との接触を防止できる。   With the configuration of the present invention, the roof portion can be reduced in weight, so that the amount of steel used for the frame structure can be reduced, the deformation of the flexible membrane member or sheet member due to pressure fluctuation is suppressed, and the sealing performance of the hood portion is improved. By improving the performance of the tunnel buffer and reducing the length of droop when the flexible membrane member or sheet member is torn, overhead lines, etc. (including equipment such as overhead lines, power lines, communication lines, and trains) Can be prevented.

本発明の実施の形態を図により説明する。図1は、本発明のトンネル緩衝工の全体概略図であり、図2は、トンネル緩衝工のフード部の構成を示す概略図である。   Embodiments of the present invention will be described with reference to the drawings. FIG. 1 is an overall schematic view of a tunnel buffering work according to the present invention, and FIG. 2 is a schematic view showing a configuration of a hood portion of the tunnel buffering work.

トンネル緩衝工1は、トンネル入口2にトンネルの断面積の1.4〜1.5倍の断面積を有するフード部3が設置される。フード部3は、H形鋼等の構造部材6で形成される骨組み構造4と屋根部5で構成される。   In the tunnel buffer 1, a hood portion 3 having a cross-sectional area 1.4 to 1.5 times the cross-sectional area of the tunnel is installed at the tunnel entrance 2. The hood part 3 is comprised by the frame structure 4 and the roof part 5 which are formed with structural members 6, such as H-section steel.

本発明の特徴的構成は、トンネル緩衝工1のフード部3の屋根部5が、可撓性の膜部材又はシート部材7で形成される膜構造となっていることである。膜構造を形成する可撓性の膜部材又はシート部材7としては、従来、スポーツ施設用の膜構造に用いられるものを使用する。このような可撓性の膜部材又はシート部材7としては、フィルムをはじめ、織物、編物及び不織布等のシート状物に樹脂をコーティングした複合材が使用される。複合材を構成する繊維としては、ガラス繊維、アラミド繊維、ポリフェニレンスルフィド繊維及びポリエステル繊維等で、好ましくは、耐候性に優れた高強度、耐熱性の繊維を使用する。又、複合材を構成する樹脂としては、フッ素樹脂、塩化ビニル樹脂、クロロプレンゴム、クロロスルフォン化ポリエチレンゴム及びアクリル樹脂等、その他これらに類するものから選択される。かかる樹脂は、上述のシート状物に含浸、コーティング及びラミネート等の方法から選択される少なくとも1種の方法により複合される。   The characteristic configuration of the present invention is that the roof portion 5 of the hood portion 3 of the tunnel shock absorber 1 has a membrane structure formed of a flexible membrane member or a sheet member 7. As the flexible membrane member or sheet member 7 forming the membrane structure, those conventionally used for membrane structures for sports facilities are used. As such a flexible membrane member or sheet member 7, a composite material obtained by coating a resin on a sheet-like material such as a film, a woven fabric, a knitted fabric, and a nonwoven fabric is used. As the fiber constituting the composite material, glass fiber, aramid fiber, polyphenylene sulfide fiber, polyester fiber, and the like, preferably, high strength and heat resistant fiber excellent in weather resistance are used. The resin constituting the composite material is selected from fluororesins, vinyl chloride resins, chloroprene rubber, chlorosulfonated polyethylene rubber, acrylic resins, and the like. Such a resin is compounded by at least one method selected from methods such as impregnation, coating, and lamination on the above-described sheet-like material.

このような可撓性の膜部材又はシート部材7により屋根部5を膜構造とすることにより、屋根部5を軽量化することができ、屋根部5の軽量化に伴いそれを支持する骨組み構造4の構造部材である鋼材使用量を削減できる。また、屋根部5を膜構造にすることにより、フード部3の延長方向に沿って断面形状、断面積を異なるように変化させる等の設計の自由度が増加する。   By making the roof portion 5 into a membrane structure with such a flexible membrane member or sheet member 7, the roof portion 5 can be reduced in weight, and a framework structure that supports the roof portion 5 as the roof portion 5 becomes lighter. The amount of steel used as the structural member 4 can be reduced. Moreover, the freedom degree of design, such as changing a cross-sectional shape and a cross-sectional area so that it changes along the extension direction of the hood part 3, by making the roof part 5 into a film | membrane structure increases.

図3は、本発明のトンネル緩衝工1のフード部3の一実施形態の断面図である。フード部3は、基礎16に一端を固定されるH形鋼等の構造部材6に、他の構造部材6を添接板14で連結し、アーチ形の断面を形成する。本実施形態においては、フード部3の断面形状としてアーチ形を採用しているが、半円形や多角形断面であっても良い。構造部材6により形成されるアーチ形断面を所定間隔毎に形成し、各アーチ形断面を複数の横部材で連結し骨組み構造部4を形成する。   FIG. 3 is a cross-sectional view of an embodiment of the hood portion 3 of the tunnel shock absorber 1 of the present invention. The hood part 3 connects the other structural member 6 to the structural member 6 such as an H-shaped steel whose one end is fixed to the base 16 by the attachment plate 14 to form an arch-shaped cross section. In the present embodiment, an arch shape is adopted as the cross-sectional shape of the hood portion 3, but it may be a semicircular shape or a polygonal cross-section. The arch-shaped cross section formed by the structural member 6 is formed at predetermined intervals, and each arch-shaped cross section is connected by a plurality of transverse members to form the skeleton structure portion 4.

フード部3の骨組み構造4の断面形状及び屋根部5の膜構造を設計する際、積雪期に屋根部5に積もった雪が自然に落下するような屋根部5の角度、形状を設定することや、暴風雨、地震等の自然災害に耐える形状及び強度とすることは当然考慮されるべきことである。フード部3とトンネル入口2の接続部の近傍は、落下物等を考慮し屋根部5を可撓性の膜部材又はシート部材7による膜構造ではなく鋼板を用いるのが望ましい。   When designing the cross-sectional shape of the framework structure 4 of the hood part 3 and the membrane structure of the roof part 5, the angle and shape of the roof part 5 are set such that the snow that has accumulated on the roof part 5 falls naturally during the snow season. Naturally, the shape and strength to withstand natural disasters such as storms and earthquakes should be taken into consideration. In the vicinity of the connection portion between the hood portion 3 and the tunnel entrance 2, it is desirable to use a steel plate for the roof portion 5 instead of a membrane structure made of a flexible membrane member or a sheet member 7 in consideration of falling objects and the like.

図4は、屋根部5を構成するパネル化した膜構造の第1実施形態を示す図である。この実施形態のパネル化した膜構造は、4角形のパネル枠9を備えている。パネル枠9は薄板鋼板で形成されたC形鋼のフランジ部に内側方向に延びる膜周囲固定部8を構成する水平部が形成されている。水平部の下部のフランジ部に補強リブ10が所定間隔で形成される。また、パネル枠9の長辺間に所定間隔で複数の下側膜変形抑制部材11の両端をパネル枠9の水平部の下部のフランジ部に固定手段を介して固定する。   FIG. 4 is a diagram showing a first embodiment of a paneled membrane structure constituting the roof portion 5. The paneled membrane structure of this embodiment includes a rectangular panel frame 9. The panel frame 9 is formed with a horizontal portion constituting a membrane periphery fixing portion 8 extending inward in a flange portion of a C-shaped steel formed of a thin steel plate. Reinforcing ribs 10 are formed at predetermined intervals in the lower flange portion of the horizontal portion. Further, both ends of the plurality of lower membrane deformation suppressing members 11 are fixed to the flange portion at the lower part of the horizontal portion of the panel frame 9 through fixing means at predetermined intervals between the long sides of the panel frame 9.

下側膜変形抑制部材11の配置間隔は、例えば、パネル枠9の長辺の長さが3430mmで短辺の長さが2000mmの場合、500〜600mmの間隔で複数本配置する。この実施形態では、下側膜変形抑制部材11を断面円形の鋼又はアルミ等の薄肉金属製管で形成している。下側膜変形抑制部材11は、可撓性の膜部材又はシート部材7の圧力による変形を抑制する機能と、パネル枠9を補強する機能を有するものである。下側膜変形抑制部材11の配置本数及びその径は、下側膜変形抑制部材11の可撓性の膜部材又はシート部材7の圧力による変形を抑制する機能と、パネル枠9を補強する機能を損なうことなく、屋根部5の軽量化を考慮して設計する。また、図4に示される実施形態では、下側膜変形抑制部材11の配置を所定間隔で平行に配置し膜周囲固定部8で囲まれた部分を複数の4角形の領域に区画しているが、膜周囲固定部8で囲まれた部分を複数の三角形、升目、又は円形の領域に区画するように配置しても良い。   For example, when the length of the long side of the panel frame 9 is 3430 mm and the length of the short side is 2000 mm, a plurality of lower film deformation suppressing members 11 are arranged at intervals of 500 to 600 mm. In this embodiment, the lower film deformation suppressing member 11 is formed of a thin metal pipe such as steel or aluminum having a circular cross section. The lower film deformation suppressing member 11 has a function of suppressing deformation due to pressure of the flexible film member or the sheet member 7 and a function of reinforcing the panel frame 9. The number and the diameter of the lower membrane deformation suppression member 11 are the function of suppressing the deformation of the lower membrane deformation suppression member 11 due to the pressure of the flexible membrane member or the sheet member 7 and the function of reinforcing the panel frame 9. The design is made in consideration of the weight reduction of the roof portion 5 without impairing. Further, in the embodiment shown in FIG. 4, the lower membrane deformation suppressing member 11 is arranged in parallel at a predetermined interval, and a portion surrounded by the membrane periphery fixing portion 8 is partitioned into a plurality of quadrangular regions. However, you may arrange | position so that the part enclosed by the film | membrane periphery fixing | fixed part 8 may be divided into a some triangular, square, or circular area | region.

可撓性の膜部材又はシート部材7を、パネル枠9の短辺側の膜周囲固定部8及び長辺側の膜周囲固定部8に載置する。パネル枠9の短辺側及び長辺側の膜周囲固定部8上の可撓性の膜部材又はシート部材7を、膜周囲固定手段である板状の膜周囲固定部材12と連結ボルトで固定する。また、下側膜変形抑制部材11上の可撓性の膜部材又はシート部材7は、その上に上側膜変形抑制部材13を配置する。上側膜変形抑制部材13の両端の連結部を膜周囲固定部材12と一緒に長辺側の膜周囲固定部8に固定する。膜周囲固定部材12及び上側膜変形抑制部材13はいずれも鋼又はアルミ等の金属製とする。この実施形態では、上側膜変形抑制部材13は、断面円形の金属製管を用いているので両端連結部を板状として膜周囲固定部8への固定を容易にしている。この実施形態の上側膜変形抑制部材13は、可撓性の膜部材又はシート部材7を下側膜変形抑制部材11に押し付け支持するだけで、下側膜変形抑制部材11に固定しない。可撓性の膜部材又はシート部材7は、その周囲をパネル枠9の膜周囲固定部8で膜周囲固定部材12と連結ボルトにより固定すると共に、複数の下側膜変形抑制部材11と上側膜変形抑制部材13により支持されるので、フード部3内の圧力変動による内方、外方への変形が抑制されトンネル緩衝工の性能を向上させる。また、可撓性の膜部材又はシート部材7を交換する際は、膜周囲固定部材12、連結ボルト及び上側膜変形抑制部材13を取り外すだけで簡単に実施できる。図4に示される実施形態では、膜周囲固定部8を上向きとし、下側膜変形抑制部材11を先ずパネル枠9に固定し、パネル枠9の上側から可撓性の膜部材又はシート部材7を固定しているが、膜周囲固定部8を下向きとし、上側膜変形抑制部材13を先ずパネル枠9に固定し、パネル枠9の下側から可撓性の膜部材又はシート部材7を固定しても良い。その場合、可撓性の膜部材又はシート部材7を交換する際は、膜周囲固定部材12及び下側膜変形抑制部材13を取り外す。   The flexible membrane member or sheet member 7 is placed on the membrane periphery fixing portion 8 on the short side and the membrane periphery fixing portion 8 on the long side of the panel frame 9. The flexible membrane member or sheet member 7 on the membrane periphery fixing portion 8 on the short side and the long side of the panel frame 9 is fixed to a plate-like membrane periphery fixing member 12 which is a membrane periphery fixing means with a connecting bolt. To do. The flexible membrane member or sheet member 7 on the lower membrane deformation suppressing member 11 has the upper membrane deformation suppressing member 13 disposed thereon. The connecting portions at both ends of the upper membrane deformation suppressing member 13 are fixed together with the membrane periphery fixing member 12 to the membrane periphery fixing portion 8 on the long side. Both the membrane periphery fixing member 12 and the upper membrane deformation suppressing member 13 are made of metal such as steel or aluminum. In this embodiment, since the upper membrane deformation suppressing member 13 uses a metal pipe having a circular cross section, it is easy to fix to the membrane surrounding fixing portion 8 by using a plate-like end connecting portion. The upper film deformation suppressing member 13 of this embodiment is not fixed to the lower film deformation suppressing member 11, but only by pressing and supporting the flexible film member or sheet member 7 against the lower film deformation suppressing member 11. The flexible membrane member or sheet member 7 is fixed at the periphery thereof by the membrane periphery fixing portion 8 of the panel frame 9 by the membrane periphery fixing member 12 and the connecting bolt, and the plurality of lower membrane deformation suppressing members 11 and the upper membrane. Since it is supported by the deformation suppressing member 13, the deformation inward and outward due to the pressure fluctuation in the hood portion 3 is suppressed, and the performance of the tunnel buffer is improved. Further, when the flexible membrane member or sheet member 7 is replaced, it can be simply implemented by simply removing the membrane periphery fixing member 12, the connecting bolt, and the upper membrane deformation suppressing member 13. In the embodiment shown in FIG. 4, the membrane periphery fixing portion 8 faces upward, and the lower membrane deformation suppressing member 11 is first fixed to the panel frame 9, and the flexible membrane member or sheet member 7 from the upper side of the panel frame 9. However, the upper membrane deformation suppressing member 13 is first fixed to the panel frame 9, and the flexible membrane member or sheet member 7 is fixed from the lower side of the panel frame 9. You may do it. In that case, when exchanging the flexible membrane member or sheet member 7, the membrane surrounding fixing member 12 and the lower membrane deformation suppressing member 13 are removed.

図5は、屋根部5を構成するパネル化した膜構造の第2実施形態を示す図である。この実施形態のパネル化した膜構造は、4角形のパネル枠9を備えている。パネル枠9はC形鋼のフランジ部に内側方向に延びる膜周囲固定部8を構成する水平部が形成されている。水平部の下には補強リブ10が形成される。パネル枠9の長辺間に所定間隔で複数の下側膜変形抑制部材11の両端をパネル枠9の膜周囲固定部8の下部のフランジ部に固定手段を介して固定する。下側膜変形抑制部材11の配置間隔は、図4に示される実施形態と同様に、例えば、パネル枠9の長辺の長さが3430mmで短辺の長さが2000mmの場合、500〜600mmの間隔で複数本配置する。この実施形態では、下側膜変形抑制部材11を断面形状C形の鋼又はアルミ等の金属で形成している。下側膜変形抑制部材11は、可撓性の膜部材又はシート部材7の圧力による変形を抑制する機能と、パネル枠9を補強する機能を有するものである。下側膜変形抑制部材11の配置本数及びその径は、下側膜変形抑制部材11の可撓性の膜部材又はシート部材7の圧力による変形を抑制する機能と、パネル枠9を補強する機能を損なうことなく、屋根部5の軽量化を考慮して設計する。また、図5に示される実施形態では、下側膜変形抑制部材11の配置を所定間隔で平行に配置し膜周囲固定部8で囲まれた部分を複数の4角形の領域に区画しているが、膜周囲固定部8で囲まれた部分を複数の三角形、升目、又は円形の領域に区画するように配置しても良い。   FIG. 5 is a diagram showing a second embodiment of a paneled membrane structure constituting the roof portion 5. The paneled membrane structure of this embodiment includes a rectangular panel frame 9. The panel frame 9 is formed with a horizontal portion constituting a membrane periphery fixing portion 8 extending inward in a flange portion of C-shaped steel. A reinforcing rib 10 is formed below the horizontal portion. Both ends of the plurality of lower membrane deformation suppressing members 11 are fixed to the lower flange portion of the membrane periphery fixing portion 8 of the panel frame 9 through fixing means at predetermined intervals between the long sides of the panel frame 9. Similar to the embodiment shown in FIG. 4, for example, when the length of the long side of the panel frame 9 is 3430 mm and the length of the short side is 2000 mm, the arrangement distance of the lower membrane deformation suppressing member 11 is 500 to 600 mm. A plurality are arranged at intervals of. In this embodiment, the lower film deformation suppressing member 11 is formed of a metal such as steel or aluminum having a C-shaped cross section. The lower film deformation suppressing member 11 has a function of suppressing deformation due to pressure of the flexible film member or the sheet member 7 and a function of reinforcing the panel frame 9. The number and the diameter of the lower membrane deformation suppression member 11 are the function of suppressing the deformation of the lower membrane deformation suppression member 11 due to the pressure of the flexible membrane member or the sheet member 7 and the function of reinforcing the panel frame 9. The design is made in consideration of the weight reduction of the roof portion 5 without impairing. Further, in the embodiment shown in FIG. 5, the lower membrane deformation suppressing member 11 is arranged in parallel at a predetermined interval, and a portion surrounded by the membrane periphery fixing portion 8 is partitioned into a plurality of quadrangular regions. However, you may arrange | position so that the part enclosed by the film | membrane periphery fixing | fixed part 8 may be divided into a some triangular, square, or circular area | region.

この実施形態では、下側膜変形抑制部材11の断面形状をC形とし、水平フランジ部が上を向くように配置する。可撓性の膜部材又はシート部材7をパネル枠9の短辺側の膜周囲固定部8及び長辺側の膜周囲固定部8への固定は図4に示される第1実施形態と同様であるので説明を省略する。   In this embodiment, the lower membrane deformation suppressing member 11 has a C-shaped cross section, and is arranged so that the horizontal flange portion faces upward. The flexible membrane member or sheet member 7 is fixed to the membrane periphery fixing portion 8 on the short side of the panel frame 9 and the membrane periphery fixing portion 8 on the long side as in the first embodiment shown in FIG. Since there is, description is abbreviate | omitted.

下側膜変形抑制部材11上の可撓性の膜部材又はシート部材7上に、下側膜変形抑制部材11の軸方向に複数に分割された板状の上側膜変形抑制部材13を配置する。前記複数の板状の上側膜変形抑制部材13を連結ボルトで断面形状C形の下側膜変形抑制部材11のフランジ部に固定する。他の構成は図4に示される第1実施形態と同様であるので説明を省略する。図4に示される実施形態では、上側膜変形抑制部材13を下側膜変形抑制部材11の軸方向に複数に分割された板状としているが、分割しない1つの上側膜変形抑制部材13としても良い。この実施形態においても、可撓性の膜部材又はシート部材7は、その周囲をパネル枠9の膜周囲固定部8で膜周囲固定部材12により固定されると共に、複数の下側膜変形抑制部材11と上側膜変形抑制部材13により固定されるので、フード部3内の圧力変動による内方、外方への変形が抑制されトンネル緩衝工の性能を向上させる。また、可撓性の膜部材又はシート部材7を交換する際は、膜周囲固定部材12及び上側膜変形抑制部材13を取り外すだけで簡単に実施できる。また、可撓性の膜部材又はシート部材7は、周囲固定部8内で複数の下側膜変形抑制部材11と上側膜変形抑制部材13に区画されて固定されているため、可撓性の膜部材又はシート部材7の破損時の垂れ下がりを小さくし、架線等(架線・電力線・通信線等の設備・列車を含む)への接触を防止できる。図5に示される実施形態では、膜周囲固定部8を上向きとし、下側膜変形抑制部材11を先ずパネル枠9に固定し、パネル枠9の上側から可撓性の膜部材又はシート部材7を固定しているが、膜周囲固定部8を下向きとし、上側膜変形抑制部材13を先ずパネル枠9に固定し、パネル枠9の下側から可撓性の膜部材又はシート部材7を固定しても良い。その場合、可撓性の膜部材又はシート部材7を交換する際は、膜周囲固定部材12及び下側膜変形抑制部材13を取り外す。   On the flexible membrane member or sheet member 7 on the lower membrane deformation suppression member 11, a plate-like upper membrane deformation suppression member 13 divided into a plurality in the axial direction of the lower membrane deformation suppression member 11 is arranged. . The plurality of plate-like upper membrane deformation suppression members 13 are fixed to the flange portion of the lower membrane deformation suppression member 11 having a C-shaped cross section with connecting bolts. Other configurations are the same as those of the first embodiment shown in FIG. In the embodiment shown in FIG. 4, the upper membrane deformation suppressing member 13 has a plate shape divided into a plurality of portions in the axial direction of the lower membrane deformation suppressing member 11, but as one upper membrane deformation suppressing member 13 that is not divided. good. Also in this embodiment, the flexible membrane member or sheet member 7 is fixed around the membrane periphery fixing member 12 by the membrane periphery fixing portion 8 of the panel frame 9 and a plurality of lower membrane deformation suppressing members. 11 and the upper film deformation suppression member 13, so that deformation inward and outward due to pressure fluctuations in the hood portion 3 is suppressed, and the performance of the tunnel buffer is improved. In addition, when the flexible membrane member or sheet member 7 is replaced, it can be simply implemented by simply removing the membrane surrounding fixing member 12 and the upper membrane deformation suppressing member 13. Further, since the flexible membrane member or sheet member 7 is partitioned and fixed into a plurality of lower membrane deformation suppression members 11 and upper membrane deformation suppression members 13 in the peripheral fixing portion 8, the flexible membrane member or sheet member 7 is flexible. It is possible to reduce the sag when the membrane member or the sheet member 7 is damaged, and to prevent contact with overhead lines (including overhead lines, power lines, communication lines, etc., and trains). In the embodiment shown in FIG. 5, the membrane periphery fixing portion 8 faces upward, the lower membrane deformation suppressing member 11 is first fixed to the panel frame 9, and the flexible membrane member or sheet member 7 is started from the upper side of the panel frame 9. However, the upper membrane deformation suppressing member 13 is first fixed to the panel frame 9, and the flexible membrane member or sheet member 7 is fixed from the lower side of the panel frame 9. You may do it. In that case, when exchanging the flexible membrane member or sheet member 7, the membrane surrounding fixing member 12 and the lower membrane deformation suppressing member 13 are removed.

図6は、屋根部5を構成するパネル化した膜構造の第3実施形態を示す図である。この実施形態のパネル化した膜構造は、4角形のパネル枠9を備えている。パネル枠9はC形鋼のフランジ部に内側方向に延びる膜周囲固定部8を構成する水平部が形成されている。水平部の下には補強リブ10が形成される。パネル枠9の長辺間に所定間隔で複数の断面円形の下側膜変形抑制部材11の両端をパネル枠9の水平部の下に固定手段を介して固定する。下側膜変形抑制部材11の配置間隔は、図4に示される実施形態と同様に、例えば、パネル枠9の長辺の長さが3430mmで短辺の長さが2000mmの場合、500〜600mmの間隔で複数本配置する。この実施形態では、下側膜変形抑制部材11を断面円形の鋼又はアルミ等の薄肉金属製管で形成している。下側膜変形抑制部材11は、可撓性の膜部材又はシート部材7の圧力による変形を抑制する機能と、パネル枠9を補強する機能を有するものである。下側膜変形抑制部材11の配置本数及びその径は、下側膜変形抑制部材11の可撓性の膜部材又はシート部材7の圧力による変形を抑制する機能と、パネル枠9を補強する機能を損なうことなく、屋根部5の軽量化を考慮して設計する。また、図6に示される実施形態では、下側膜変形抑制部材11の配置を所定間隔で平行に配置し膜周囲固定部8で囲まれた部分を複数の4角形の領域に区画しているが、膜周囲固定部8で囲まれた部分を複数の三角形、升目、又は円形の領域に区画するように配置しても良い。   FIG. 6 is a diagram showing a third embodiment of a panel-formed membrane structure that constitutes the roof portion 5. The paneled membrane structure of this embodiment includes a rectangular panel frame 9. The panel frame 9 is formed with a horizontal portion constituting a membrane periphery fixing portion 8 extending inward in a flange portion of C-shaped steel. A reinforcing rib 10 is formed below the horizontal portion. Both ends of the lower film deformation suppression member 11 having a plurality of circular cross sections are fixed below the horizontal portion of the panel frame 9 through fixing means at predetermined intervals between the long sides of the panel frame 9. Similar to the embodiment shown in FIG. 4, for example, when the length of the long side of the panel frame 9 is 3430 mm and the length of the short side is 2000 mm, the arrangement distance of the lower membrane deformation suppressing member 11 is 500 to 600 mm. A plurality are arranged at intervals of. In this embodiment, the lower film deformation suppressing member 11 is formed of a thin metal pipe such as steel or aluminum having a circular cross section. The lower film deformation suppressing member 11 has a function of suppressing deformation due to pressure of the flexible film member or the sheet member 7 and a function of reinforcing the panel frame 9. The number and the diameter of the lower membrane deformation suppression member 11 are the function of suppressing the deformation of the lower membrane deformation suppression member 11 due to the pressure of the flexible membrane member or the sheet member 7 and the function of reinforcing the panel frame 9. The design is made in consideration of the weight reduction of the roof portion 5 without impairing. Further, in the embodiment shown in FIG. 6, the lower membrane deformation suppressing member 11 is arranged in parallel at a predetermined interval, and the portion surrounded by the membrane periphery fixing portion 8 is partitioned into a plurality of quadrangular regions. However, you may arrange | position so that the part enclosed by the film | membrane periphery fixing | fixed part 8 may be divided into a some triangular, square, or circular area | region.

可撓性の膜部材又はシート部材7を、パネル枠9の短辺側の膜周囲固定部8及び長辺側の膜周囲固定部8に載置する。パネル枠9の短辺側及び長辺側の膜周囲固定部8上の可撓性の膜部材又はシート部材7を、膜周囲固定手段である板状の膜周囲固定部材12と連結で固定する。この実施形態の可撓性の膜部材又はシート部材7の裏面側には、下側膜変形抑制部材11の軸方向と交差する方向に延びる補強布20が接着剤又は溶着による接着により固定されている。補強布20は、膜部材又はシート部材7の表面側に接着しても良い。   The flexible membrane member or sheet member 7 is placed on the membrane periphery fixing portion 8 on the short side and the membrane periphery fixing portion 8 on the long side of the panel frame 9. The flexible membrane member or sheet member 7 on the membrane periphery fixing portion 8 on the short side and the long side of the panel frame 9 is connected and fixed to a plate-like membrane periphery fixing member 12 which is a membrane periphery fixing means. . On the back surface side of the flexible membrane member or sheet member 7 of this embodiment, a reinforcing cloth 20 extending in a direction intersecting with the axial direction of the lower membrane deformation suppressing member 11 is fixed by bonding with an adhesive or welding. Yes. The reinforcing cloth 20 may be adhered to the surface side of the membrane member or the sheet member 7.

図6に示される実施形態では、補強布20を1列接着配置した例が示されているが、補強布20を複数列接着配置しても良い。補強布20の以外の他の構成は、図4に示される第1実施形態と同様であるので説明を省略する。この実施形態の上側膜変形抑制部材13では、可撓性の膜部材又はシート部材7を下側膜変形抑制部材11に押し付け支持するだけで、膜変形抑制バー11とは固定しない。可撓性の膜部材又はシート部材7は、その周囲をパネル枠9の膜周囲固定部8で膜周囲固定部材12により固定されると共に、複数の下側膜変形抑制部材11と上側膜変形抑制部材13により支持されるので、フード部3内の圧力変動による内方、外方への変形が抑制されトンネル緩衝工の性能を向上させる。また、可撓性の膜部材又はシート部材7を交換する際は、膜周囲固定部材12及び上側膜変形抑制部材13を取り外すだけで簡単に実施できる。図6に示される実施形態では、膜周囲固定部8を上向きとし、下側膜変形抑制部材11を先ずパネル枠9に固定し、パネル枠9の上側から可撓性の膜部材又はシート部材7を固定しているが、膜周囲固定部8を下向きとし、上側膜変形抑制部材13を先ずパネル枠9に固定し、パネル枠9の下側から可撓性の膜部材又はシート部材7を固定しても良い。その場合、可撓性の膜部材又はシート部材7を交換する際は、膜周囲固定部材12及び下側膜変形抑制部材13を取り外す。   In the embodiment shown in FIG. 6, an example in which the reinforcing cloths 20 are bonded and arranged in one row is shown, but the reinforcing cloths 20 may be arranged in a plurality of lines. Since the configuration other than the reinforcing cloth 20 is the same as that of the first embodiment shown in FIG. In the upper film deformation suppressing member 13 of this embodiment, the flexible film member or sheet member 7 is simply pressed against and supported by the lower film deformation suppressing member 11 and is not fixed to the film deformation suppressing bar 11. The periphery of the flexible membrane member or sheet member 7 is fixed by the membrane periphery fixing member 12 at the membrane periphery fixing portion 8 of the panel frame 9, and a plurality of lower membrane deformation suppression members 11 and upper membrane deformation suppression members Since it is supported by the member 13, the inward and outward deformation due to the pressure fluctuation in the hood portion 3 is suppressed, and the performance of the tunnel buffer is improved. In addition, when the flexible membrane member or sheet member 7 is replaced, it can be simply implemented by simply removing the membrane surrounding fixing member 12 and the upper membrane deformation suppressing member 13. In the embodiment shown in FIG. 6, the membrane periphery fixing portion 8 faces upward, and the lower membrane deformation suppressing member 11 is first fixed to the panel frame 9, and the flexible membrane member or sheet member 7 from the upper side of the panel frame 9. However, the upper membrane deformation suppressing member 13 is first fixed to the panel frame 9, and the flexible membrane member or sheet member 7 is fixed from the lower side of the panel frame 9. You may do it. In that case, when exchanging the flexible membrane member or sheet member 7, the membrane surrounding fixing member 12 and the lower membrane deformation suppressing member 13 are removed.

図7(a)(b)(c)は、図6に示される実施形態の補強布20の可撓性の膜部材又はシート部材7の裏面側への接着状態を示す図である。補強布20の下側膜変形抑制部材11に対応する位置に、膜落下防止ベルト21が、その両端部が所定間隔で補強布20の下に垂れ下がるように鳩目パンチ22で可撓性の膜部材又はシート部材7、補強布20に連結される。膜落下防止ベルト21の両端部には連結具23が設置されている。   FIGS. 7A, 7B, and 7C are views showing a state of adhesion of the reinforcing cloth 20 of the embodiment shown in FIG. 6 to the back surface side of the flexible membrane member or sheet member 7. FIG. The film drop prevention belt 21 is flexible at the position corresponding to the lower film deformation suppressing member 11 of the reinforcing cloth 20 by the eyelet punch 22 so that both ends of the belt fall under the reinforcing cloth 20 at a predetermined interval. Alternatively, it is connected to the sheet member 7 and the reinforcing cloth 20. At both ends of the film drop prevention belt 21, a connector 23 is installed.

膜落下防止ベルト21は、図7(c)に示されるように、下側膜変形抑制部材11を抱き込むようにし、その両端部の連結具23をロック具24に連結して下側膜変形抑制部材11に連結する。補強布21は、可撓性の膜部材又はシート部材7を補強すると共に、万一可撓性の膜部材又はシート部材7が破れた場合、補強布20の複数個所で膜落下防止ベルト21で下側膜変形抑制部材11に連結されているため、破れた可撓性の膜部材又はシート部材7が大きく垂れ下がるのが防止でき、破れた可撓性の膜部材又はシート部材7が架線等(架線・電力線・通信線等の設備・列車を含む)に接触するのを防止する。前述のように、パネル枠9に先ず上側膜変形抑制部材13を固定する場合、補強布20を可撓性の膜部材又はシート部材7の表面側に接着し、その上に膜落下防止ベルト21を鳩目パンチ22で固定し、膜落下防止ベルト21を上側膜変形抑制部材13に連結する。図6、図7では、補強布20、膜落下防止ベルト21の配置の実施形態を図4に示される実施形態に適用した例を示しているが、図5に示される実施形態に補強布20、膜落下防止ベルト21の構成を配置しても良い。   As shown in FIG. 7C, the film drop prevention belt 21 is configured to embrace the lower film deformation suppressing member 11 and connect the connecting devices 23 at both ends thereof to the lock device 24 to deform the lower film. Connect to the suppression member 11. The reinforcing cloth 21 reinforces the flexible membrane member or sheet member 7, and in the unlikely event that the flexible membrane member or sheet member 7 is torn, the membrane dropping prevention belt 21 is provided at a plurality of locations of the reinforcing cloth 20. Since it is connected to the lower membrane deformation suppressing member 11, it is possible to prevent the torn flexible membrane member or sheet member 7 from drooping greatly, and the torn flexible membrane member or sheet member 7 can be used as an overhead wire ( (Including equipment such as overhead lines, power lines, communication lines, and trains). As described above, when the upper film deformation suppressing member 13 is first fixed to the panel frame 9, the reinforcing cloth 20 is bonded to the surface side of the flexible film member or sheet member 7, and the film dropping prevention belt 21 is formed thereon. Is fixed by the eyelet punch 22, and the film drop prevention belt 21 is connected to the upper film deformation suppressing member 13. 6 and 7 show an example in which the embodiment of the arrangement of the reinforcing cloth 20 and the film dropping prevention belt 21 is applied to the embodiment shown in FIG. 4, but the reinforcing cloth 20 is applied to the embodiment shown in FIG. The configuration of the film drop prevention belt 21 may be arranged.

トンネル緩衝工1においてはその性能を発揮するためにフード部3の密封性が必要である。図8は、トンネル緩衝工1の密封性を向上させるための構成を示す図である。トンネル緩衝工1のフード部3の骨組み構造部4を構成するH形鋼からなる構造部材6に、パネル枠固定用プレート15が連結ボルト又は溶接等の固定手段で固定される。パネル枠固定用プレート15の両側にパネル枠9が連結ボルト等の固定手段により固定される。パネル枠9はC型鋼のフランジ部に膜周囲固定部8を構成する水平部が4角形の枠内側方向に延びている。膜周囲固定部8の株のフランジ部には所定間隔で補強リブ10が形成されている。パネル枠9の膜周囲固定部8に可撓性の膜部材又はシート部材7の周囲を載置し、その上に板状の膜周囲固定部材12を連結ボルトで固定する。その際、可撓性の膜部材又はシート部材7と膜周囲固定部材12との間にゴムや樹脂等の弾性シール部材19を挟み込み可撓性の膜部材又はシート部材7の周辺固定部をシールする。さらに、隣接するパネル枠9間にシール用鉄板18をゴムや樹脂等の弾性シール部材19を挟み込み連結ボルトでパネル枠9のウェブ部にシールして固定する。周辺固定部とシール用鉄板18の固定部との隙間にエッジロープ17を挿入し密封性を高める。   In the tunnel shock absorber 1, the hood portion 3 needs to be sealed to exhibit its performance. FIG. 8 is a diagram showing a configuration for improving the sealing performance of the tunnel buffer 1. A panel frame fixing plate 15 is fixed to a structural member 6 made of H-shaped steel constituting the framework structure portion 4 of the hood portion 3 of the tunnel shock absorber 1 by a fixing means such as a connecting bolt or welding. The panel frame 9 is fixed to both sides of the panel frame fixing plate 15 by fixing means such as a connecting bolt. As for the panel frame 9, the horizontal part which comprises the film periphery fixing | fixed part 8 is extended in the rectangular frame inner direction at the flange part of C-shaped steel. Reinforcing ribs 10 are formed at predetermined intervals on the flange portion of the stock of the membrane periphery fixing portion 8. The periphery of the flexible membrane member or sheet member 7 is placed on the membrane periphery fixing portion 8 of the panel frame 9, and the plate-like membrane periphery fixing member 12 is fixed thereon with a connecting bolt. At that time, an elastic seal member 19 such as rubber or resin is sandwiched between the flexible membrane member or sheet member 7 and the membrane periphery fixing member 12 to seal the peripheral fixing portion of the flexible membrane member or sheet member 7. To do. Further, the sealing iron plate 18 is sandwiched between adjacent panel frames 9 and an elastic seal member 19 such as rubber or resin is sandwiched and sealed to the web portion of the panel frame 9 with a connecting bolt. The edge rope 17 is inserted into the gap between the peripheral fixing portion and the fixing portion of the sealing iron plate 18 to enhance the sealing performance.

図9は、このような密封性向上機構を配置した場合と、配置しない場合のトンネル緩衝工1の圧力勾配の時系列変化を示す図である。図9に示されるように、密封性向上機構がない状態では、波の非線形効果により圧縮波の波形が切り立った形状への変化に伴い、圧縮波の圧力勾配は大きくなっている。密封性向上機構を配置した状態では、圧縮波の波形がなだらかか形状となりトンネル緩衝工の性能が向上しているのがわかる。   FIG. 9 is a diagram showing time-series changes in the pressure gradient of the tunnel buffer 1 when such a sealing performance improving mechanism is arranged and when it is not arranged. As shown in FIG. 9, in the state where there is no sealing performance improving mechanism, the pressure gradient of the compression wave is increased with the change of the waveform of the compression wave to a sharp shape due to the nonlinear effect of the wave. It can be seen that in the state where the sealing property improving mechanism is arranged, the waveform of the compression wave becomes a gentle shape and the performance of the tunnel buffer is improved.

パネル枠9に可撓性の膜部材又はシート部材7を配置したものを中心に説明したが、パネル枠9を用いることなく、骨組み構造4を構成する構造部材6に直接または支持プレートを介して上側膜変形抑制部材13及び下側膜変形抑制部材11を配置し、前記で説明したような構成で可撓性の膜部材又はシート部材7を固定配置しても良い。   Although the description has been made mainly on the case where the flexible film member or the sheet member 7 is arranged on the panel frame 9, without using the panel frame 9, the structural member 6 constituting the framework structure 4 is directly or via a support plate. The upper film deformation suppressing member 13 and the lower film deformation suppressing member 11 may be arranged, and the flexible film member or the sheet member 7 may be fixedly arranged in the configuration described above.

以上のように、本発明のトンネル緩衝工1の構成により、屋根部5を軽量化できるので骨組み構造4の鋼材使用量を減らすことができ、圧力変動による可撓性の膜部材又はシート部材7の内方及び外方への変形を抑制し、フード部3の密封性を向上させてトンネル緩衝工1の性能を向上させ、可撓性の膜部材又はシート部材7が破れた場合の垂れ下がり長さを小さくして架線等(架線・電力線・通信線等の設備・列車を含む)との接触事故を防止することができる。   As described above, the construction of the tunnel buffer 1 of the present invention can reduce the weight of the roof portion 5, thereby reducing the amount of steel used in the frame structure 4, and a flexible membrane member or sheet member 7 due to pressure fluctuations. Sag length when the flexible membrane member or sheet member 7 is torn down by suppressing the inward and outward deformation of the hood, improving the sealing performance of the hood portion 3 to improve the performance of the tunnel buffer 1 By reducing the length, contact accidents with overhead lines (including overhead lines, power lines, communication lines, etc. and trains) can be prevented.

本発明の実施形態を示す図である。It is a figure which shows embodiment of this invention. 本発明の実施形態を示す図である。It is a figure which shows embodiment of this invention. 本発明の実施形態を示す図である。It is a figure which shows embodiment of this invention. 本発明の実施形態を示す図である。It is a figure which shows embodiment of this invention. 本発明の実施形態を示す図である。It is a figure which shows embodiment of this invention. 本発明の実施形態を示す図である。It is a figure which shows embodiment of this invention. (a)(b)(c)本発明の実施形態を示す図である。(A) (b) (c) It is a figure which shows embodiment of this invention. 本発明の実施形態を示す図である。It is a figure which shows embodiment of this invention. 本発明の実施形態を示す図である。It is a figure which shows embodiment of this invention.

符号の説明Explanation of symbols

1:トンネル緩衝工、2:トンネル入口、3:フード部、4:骨組み構造部、5:屋根部、6:構造部材(H形鋼)、7:可撓性の膜部材又はシート部材、8:膜周囲固定部、9:パネル枠、10:補強リブ、11:上側膜変形抑制部材、12:膜周囲固定部材、13:上側膜変形抑制部材、14:添接板、15:パネル枠固定用プレート、16:基礎、17:エッジロープ、18:シール用鉄板、19:弾性シール部材、20:補強布、21:膜落下防止ベルト、22:鳩目パンチ、23:連結具、24:ロック具   1: tunnel buffer, 2: tunnel entrance, 3: hood part, 4: frame structure part, 5: roof part, 6: structural member (H-shaped steel), 7: flexible membrane member or sheet member, 8 : Membrane periphery fixing part, 9: panel frame, 10: reinforcing rib, 11: upper membrane deformation suppressing member, 12: membrane surrounding fixing member, 13: upper membrane deformation suppressing member, 14: attachment plate, 15: panel frame fixing Plate: 16: foundation, 17: edge rope, 18: sealing iron plate, 19: elastic sealing member, 20: reinforcing cloth, 21: membrane drop prevention belt, 22: eyelet punch, 23: coupling tool, 24: locking tool

Claims (7)

トンネル入口にフード部を設置したトンネル緩衝工であって、前記フード部は骨組み構造部と、前記骨組み構造に固定される屋根部を備え、前記屋根部を、周囲を周囲固定手段により固定され、さらに周囲固定部内を複数の領域に区画するように配置された複数の上側又は下側膜変形抑制部材に上側又は下側膜変形抑制部材を介して支持される可撓性の膜部材又はシート部材で構成することを特徴とするトンネル緩衝工。 Tunnel shock absorber with a hood part installed at the entrance of the tunnel, the hood part comprising a frame structure part and a roof part fixed to the frame structure, the roof part being fixed by surrounding fixing means, Further, a flexible membrane member or sheet member supported by a plurality of upper or lower membrane deformation suppressing members arranged so as to divide the inside fixing portion into a plurality of regions via the upper or lower membrane deformation suppressing members. Tunnel shock absorber, characterized by comprising. 前記可撓性の膜部材又はシート部材を、複数の上側及び下側膜変形抑制部材を配置したパネル枠に固定し、前記パネル枠を前記骨組み構造部に固定することを特徴とする請求項1に記載のトンネル緩衝工。 2. The flexible membrane member or sheet member is fixed to a panel frame on which a plurality of upper and lower membrane deformation suppressing members are arranged, and the panel frame is fixed to the skeleton structure portion. Tunnel shock absorber described in 1. 前記可撓性の膜部材又はシート部材を、複数の上側及び下側膜変形抑制部材を配置した骨組み構造部に固定したことを特徴とする請求項1に記載のトンネル緩衝工。 The tunnel shock absorber according to claim 1, wherein the flexible membrane member or sheet member is fixed to a skeleton structure portion in which a plurality of upper and lower membrane deformation suppressing members are arranged. 前記周囲固定手段及び前記上側又は下側膜変形抑制部材を着脱可能として前記可撓性の膜部材又はシート部材の取り換えを容易にしたことを特徴とする請求項1〜3のいずれか1項に記載のトンネル緩衝工。 The replacement of the flexible membrane member or sheet member is facilitated by allowing the peripheral fixing means and the upper or lower membrane deformation suppressing member to be detachable. The tunnel shock absorber described. 前記可撓性の膜部材又はシート部材の表面又は裏面に前記上側又は下側膜変形抑制部材の配置の軸方向と交差する方向に延びる所定幅の補強布を少なくとも1列接着固定し、前記補強布の前記上側又は下側膜変形抑制部材に対応する位置に膜垂れ下がり防止ベルトを配置し、前記膜垂れ下がり防止ベルトを前記上側又は下側膜変形抑制部材に着脱自在に連結することを特徴とする請求項1〜4のいずれか1項に記載のトンネル緩衝工。 At least one row of reinforcing cloth having a predetermined width extending in a direction intersecting the axial direction of the arrangement of the upper or lower membrane deformation suppressing member is bonded and fixed to the front or back surface of the flexible membrane member or sheet member, and the reinforcement A film sagging prevention belt is disposed at a position corresponding to the upper or lower film deformation suppressing member of the cloth, and the film sagging prevention belt is detachably connected to the upper or lower film deformation suppressing member. The tunnel shock absorber according to any one of claims 1 to 4. 前記可撓性の膜部材又はシート部材の前記周囲固定手段による固定部及び隣接する前記固定部の間にシール部材を配置することを特徴とする請求項1〜5のいずれか1項に記載のトンネル緩衝工。 6. The seal member according to claim 1, wherein a sealing member is disposed between a fixing portion of the flexible membrane member or the sheet member by the peripheral fixing means and the adjacent fixing portion. Tunnel buffer work. 前記トンネル入口と前記フード部の接続部の近傍の前記屋根部を鋼板で形成することを特徴とする請求項1〜5のいずれか1項に記載のトンネル緩衝工。 The tunnel shock absorber according to any one of claims 1 to 5, wherein the roof portion in the vicinity of a connection portion between the tunnel entrance and the hood portion is formed of a steel plate.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110617090A (en) * 2019-10-22 2019-12-27 西南交通大学 Tunnel steel bow member hunch foot prevents subsiding device

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001248390A (en) * 2000-03-01 2001-09-14 West Japan Railway Co Tunnel buffer work
JP2003278488A (en) * 2002-03-26 2003-10-02 Central Japan Railway Co Buffer work
JP2008019668A (en) * 2006-07-14 2008-01-31 East Japan Railway Co Tunnel buffer construction

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001248390A (en) * 2000-03-01 2001-09-14 West Japan Railway Co Tunnel buffer work
JP2003278488A (en) * 2002-03-26 2003-10-02 Central Japan Railway Co Buffer work
JP2008019668A (en) * 2006-07-14 2008-01-31 East Japan Railway Co Tunnel buffer construction

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110617090A (en) * 2019-10-22 2019-12-27 西南交通大学 Tunnel steel bow member hunch foot prevents subsiding device

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