JPH078639Y2 - Sleepers for temporary rails in tunnels - Google Patents

Sleepers for temporary rails in tunnels

Info

Publication number
JPH078639Y2
JPH078639Y2 JP8336591U JP8336591U JPH078639Y2 JP H078639 Y2 JPH078639 Y2 JP H078639Y2 JP 8336591 U JP8336591 U JP 8336591U JP 8336591 U JP8336591 U JP 8336591U JP H078639 Y2 JPH078639 Y2 JP H078639Y2
Authority
JP
Japan
Prior art keywords
rail
plate
tunnel
rails
sleeper
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 - Lifetime
Application number
JP8336591U
Other languages
Japanese (ja)
Other versions
JPH0532499U (en
Inventor
敏雄 下田
Original Assignee
株式会社イズミ
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 株式会社イズミ filed Critical 株式会社イズミ
Priority to JP8336591U priority Critical patent/JPH078639Y2/en
Publication of JPH0532499U publication Critical patent/JPH0532499U/en
Application granted granted Critical
Publication of JPH078639Y2 publication Critical patent/JPH078639Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Lining And Supports For Tunnels (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】本考案は、シールド工法によるト
ンネル工事に於て、作業車用レール及び歩行者用足場板
を敷設するための枕木に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a sleeper for laying rails for work vehicles and scaffolding plates for pedestrians in tunnel construction by the shield construction method.

【0002】[0002]

【従来の技術の技術及び解決しようとする課題】図5に
示す如く、従来の斯種枕木(1)は、H鋼で形成され両端
をセグメントトンネルの内面に沿って円弧状にカットさ
れている。上記枕木(1)を、セグメントトンネル(9)内
に並設し、隣り合う枕木(1)の上面に跨がって、作業車
用レール(6)(61)、資材運搬用の後方台車走行用の1本
レール(63)及び歩行者用足場板(7)を敷設している。
2. Description of the Related Art As shown in FIG. 5, a conventional sleeper (1) of this kind is made of H steel and both ends thereof are cut in an arc shape along the inner surface of the segment tunnel. . The sleepers (1) are arranged side by side in the segment tunnel (9), straddle the upper surface of the adjacent sleepers (1), and the work vehicle rails (6) (61) and rear bogies for material transportation travel. A single rail (63) and a pedestrian scaffolding board (7) are laid.

【0003】レール(6)(61)(63)及び足場板(7)を載せ
るための必要スペースを確保するには、枕木自体の全長
Lは1350mm 程度は必要であり、又、レール載せ部
(30)と足場板載せ部(50)は同高さに形成されているた
め、内径が2000mm程度のセグメントトンネル(9)内
では、足場板(7)上の有効歩行高さは1500mm程度と
なる。従って作業者は腰をかがめての歩行を余儀なくさ
れ、肉体的疲労、特に腰痛は大きな問題となっている。
In order to secure the necessary space for mounting the rails (6) (61) (63) and the scaffolding plate (7), the total length L of the sleeper itself needs to be about 1350 mm, and the rail mounting portion
Since the (30) and the scaffolding board mounting part (50) are formed at the same height, the effective walking height on the scaffolding board (7) is about 1500 mm in the segment tunnel (9) with an inner diameter of about 2000 mm. Become. Therefore, the worker is forced to walk with his / her back bent, and physical fatigue, particularly low back pain, is a serious problem.

【0004】出願人は上記問題を解決するために以前、
図4に示す如く、足場板の支持高さを、レール敷設高さ
よりも低くする枕木を提案した(実願平2−10439
0)。上記枕木(1)は、トンネル(9)の内面に沿う円弧
状に湾曲した当て板(2)上に、当て板(2)の両端に跨が
って載せ板(20)を固定して形成され、載せ板(20)は、レ
ール(6)(61)(63)を載せるレール載せ部(30)(40)と、該
レール載せ部よりも低く形成され歩行用足場板(7)を載
せる足場板載せ部(50)とからなる。
The Applicant has previously proposed to solve the above problems.
As shown in FIG. 4, a sleeper was proposed in which the supporting height of the scaffolding plate was made lower than the rail laying height (Actual Application No. 2-10439).
0). The sleeper (1) is formed by fixing the mounting plate (20) across both ends of the backing plate (2) on the backing plate (2) curved in an arc shape along the inner surface of the tunnel (9). The mounting plate (20) is mounted on the rail mounting parts (30) (40) on which the rails (6) (61) (63) are mounted, and on the walking scaffolding plate (7) which is formed lower than the rail mounting part. Consists of a scaffold board rest (50).

【0005】上記枕木の場板載せ部(50)は、レール載せ
部(30)(40)よりも低い位置に敷設されているため、トン
ネル(9)内での足場板(7)上の歩行有効高さを大きくで
き、少し前かがみと成る程度で歩行でき、従来の様に腰
をかがめなれば歩行できなかったことに比べて、楽な姿
勢でトンネル(9)内の歩行が可能となる。
Since the above-mentioned sleeper's place board placing portion (50) is laid at a position lower than the rail rest portions (30), (40), it walks on the scaffolding board (7) in the tunnel (9). The effective height can be increased, and the user can walk with a slight forward bending, and it is possible to walk in the tunnel (9) in a comfortable posture, as compared with the conventional case where the user cannot walk by bending down.

【0006】又、足場板載せ部(50)を低く形成するだけ
であるから、足場板載せ部(50)及びレール載せ部(30)(4
0)のトンネル幅方向の長さを短くする必要はなく、レー
ル(6)(6)及び足場板(7)の敷設に何等支障は生じない
優れた効果を有している。しかし、上記の場合、作業車
はトンネル幅の中心よりも片側よりを走行することにな
り、大形の作業車は走行できない。本考案は上記枕木を
更に改良し、作業の種類、作業車の種類に応じて、レー
ルの位置を変えることのできる枕木を明らかにするもの
である。
Further, since the scaffold plate mounting portion (50) is simply formed low, the scaffold plate mounting portion (50) and the rail mounting portion (30) (4
It is not necessary to shorten the length of the tunnel width direction of 0), and it has an excellent effect that no trouble occurs in the laying of the rails 6, 6 and the scaffolding plate 7. However, in the above case, the work vehicle travels from one side of the center of the tunnel width, and a large work vehicle cannot travel. The present invention further improves the above-mentioned sleepers and clarifies a sleeper in which the position of the rail can be changed according to the type of work and the type of work vehicle.

【0007】[0007]

【問題を解決する手段】本考案の枕木は、トンネル(9)
内に間隔を存して複数配設し、上面に跨がってレールを
敷設するトンネル内レール仮設用枕木に於て、トンネル
(9)の内面に沿う円弧状に湾曲した当て板(2)上に、当
て板(2)の両端に跨がって載せ板(20)を固定して形成さ
れ、載せ板(20)は、レール(6)(61)を載せるレール載せ
部(30)(40)と、該レール載せ部よりも低く形成され歩行
用足場板(7)を載せる足場板載せ部(50)とからなり、足
場板載せ部(50)には上面に補助レール載せ部(36)を有す
る移動台(34)がトンネルの幅方向に移動且つ位置決め固
定可能に配備されている。
[Means for solving the problem] The sleeper of the present invention is a tunnel (9).
In a tunnel sleeper for rail temporary installation, in which multiple rails are laid across the upper surface with a space provided inside the tunnel.
The backing plate (20) is formed by fixing the backing plate (20) across both ends of the backing plate (2) on the backing plate (2) curved in an arc shape along the inner surface of the (9). A rail mounting part (30) (40) on which the rails (6) and (61) are mounted, and a scaffolding plate mounting part (50) which is lower than the rail mounting part and on which the walking scaffolding plate (7) is mounted, A moving base (34) having an auxiliary rail mounting portion (36) on the upper surface of the scaffolding plate mounting portion (50) is arranged so as to be movable and positionally fixed in the width direction of the tunnel.

【0008】[0008]

【作用及び効果】移動台(34)を移動させることにより、
該台上に敷設する補助レール(62)と載せ板上(20)のレー
ル(6)(61)の何れかとを対にすることにより、トンネル
の幅に対する作業車の走行位置を変えることができる。
トンネル幅の中央寄りにレール(6)(61)をセットすれ
ば、車体の幅及び車高の大きな作業車を走行させること
ができ、トンネルの幅方向の一端よりにレール(6)(61)
をセットすれば、資材運搬用の後方台車走行用の1本レ
ール(60)も生かすことができる。
[Operation and effect] By moving the moving base (34),
By pairing the auxiliary rail (62) laid on the platform with any of the rails (6) and (61) on the mounting plate (20), the traveling position of the work vehicle with respect to the width of the tunnel can be changed. .
By setting the rails (6) (61) near the center of the tunnel width, it is possible to drive a work vehicle with a large vehicle body width and height.
If set, one rail (60) for traveling the rear bogie for material transportation can also be used effectively.

【0009】[0009]

【実施例】図1は、掘削坑内に円弧状単位セグメント
(8)を周方向及び長さ方向に接続して、セグメントトン
ネル(9)を形成し、該セグメントトンネルに本考案の枕
木(1)を並設し、枕木(1)上にレール(6)(61)(62)(63)
及び足場板(7)を敷設した状態を示している。
EXAMPLE FIG. 1 shows an arc-shaped unit segment in an excavation pit.
By connecting (8) in the circumferential direction and the length direction to form a segment tunnel (9), the sleeper (1) of the present invention is juxtaposed in the segment tunnel, and the rail (6) is placed on the sleeper (1). (61) (62) (63)
And the scaffolding plate (7) is laid.

【0010】単位セグメント(8)は、矩形板を円弧状に
湾曲させ、全周に亘って内向きに接続用フランジ(81)(8
2)を突設している。
In the unit segment (8), a rectangular plate is curved in an arc shape, and the connecting flanges (81) (8
2) is protruding.

【0011】枕木(1)は、軸方向に隣り合う単位セグメ
ント(8)のフランジ(81)(81)上に跨がって配備される。
枕木(1)は、金属帯板をセグメントの円弧状フランジ(8
1)の曲率に対応して円弧状に曲げて当て板(2)を形成
し、当て板(2)上に載せ板(20)を固定して形成される。
当て板(2)の両端間の長さは約1450mmである。
The sleeper (1) is arranged straddling over the flanges (81) (81) of the unit segments (8) adjacent to each other in the axial direction.
The sleeper (1) uses a metal strip as an arcuate flange (8
The backing plate (2) is formed by bending it in an arc shape corresponding to the curvature of 1), and the mounting plate (20) is fixed on the backing plate (2).
The length between the ends of the caul plate (2) is about 1450 mm.

【0012】載せ板(20)は、L字状に屈曲した大小2つ
の部材(3)(4)を、各L字状部材(3)(4)の長辺(31)(4
1)が同じ高さに、且つ該長辺(31)(41)の先端部を、当て
板(2)の端部から少し突出させて両部材(3)(4)を当て
板(2)上に溶接固定し、両部材(3)(4)間に部材(3)
(4)の長辺(31)(41)と平行に且つ長辺よりも低く帯板
(5)を溶接固定して形成される。大小2つのL字状部材
(3)(4)の外端に切欠(12)(12)が設けられている。
The mounting plate (20) has two members (3) and (4) of large and small sizes bent in an L-shape, and long sides (31) (4) of each L-shaped member (3) (4).
1) are at the same height, and the tips of the long sides (31) (41) are slightly projected from the end of the contact plate (2) so that both members (3) (4) are contacted with the contact plate (2). Welded and fixed on top, and the member (3) between both members (3) and (4)
Strip plate parallel to the long sides (31) and (41) of (4) and lower than the long sides
It is formed by welding and fixing (5). Two large and small L-shaped members
Notches (12) and (12) are provided at the outer ends of (3) and (4).

【0013】帯板(5)の一端は、小L字状部材(4)の短
辺(42)と当て板(2)との接続部に、他端は大L字状部材
(3)の短辺(32)に夫々溶接固定されている。大L字状部
材(3)の長辺(31)の長さは約500mmであり、大L字状
部材(3)と小L字状部材(4)との間隔は約500mmであ
る。2つのL字状部材(3)(4)及び帯板(5)と当て板
(2)との間には補強板(11)(11)が溶接固定されている。
One end of the strip plate (5) is connected to the short side (42) of the small L-shaped member (4) and the backing plate (2), and the other end is a large L-shaped member.
They are fixed by welding to the short sides (32) of (3). The long side (31) of the large L-shaped member (3) has a length of about 500 mm, and the distance between the large L-shaped member (3) and the small L-shaped member (4) is about 500 mm. Two L-shaped members (3) (4) and strips (5) and a backing plate
Reinforcing plates (11) and (11) are welded and fixed to (2).

【0014】大L字状部材(3)の長辺(31)の外寄りが資
材運搬用の後方台車走行用の1本レール(63)、内寄りが
作業車走行用の一方のレール(6)を載せるレール載せ部
(30)となっており、小L字状部材(4)の長辺(41)が作業
車走行用の他方のレール(61)を敷設する載せ部(40)とな
っており、夫々レール固定用のボルト孔(33)が開設され
ている。
The outer side of the long side (31) of the large L-shaped member (3) is one rail (63) for traveling a rear carriage for material transportation, and the inner side is one rail (6) for traveling a working vehicle. ) On the rail
(30), the long side (41) of the small L-shaped member (4) serves as a mounting portion (40) for laying the other rail (61) for traveling the work vehicle, and each rail is fixed. A bolt hole (33) is provided for use.

【0015】帯板(5)上に、レール載せ部(30)(40)と同
じ高さの矩形枠状の移動台(34)がレール(6)と直交して
移動可能に配備される。帯板(5)には移動台(34)をL字
状部材(3)(4)に接して固定出来るボルト孔(35)が開設
され、移動台は必要に応じて大L字状部材(3)、小L状
部材(4)の何れか一方に接してボルト止め固定できる。
移動台(34)の上面はレール載せ部(36)となっており、各
移動台のレール載せ部(36)に跨がって補助レール(62)が
敷設される。
On the strip plate (5), a rectangular frame-shaped moving base (34) having the same height as the rail mounting portions (30) and (40) is arranged so as to be movable orthogonal to the rail (6). The strip plate (5) is provided with a bolt hole (35) for fixing the moving table (34) to the L-shaped members (3) and (4), and the moving table is provided with a large L-shaped member (as necessary). 3), it can be fixed by bolting in contact with either one of the small L-shaped member (4).
The upper surface of the moving base (34) is a rail mounting portion (36), and an auxiliary rail (62) is laid across the rail mounting portion (36) of each moving base.

【0016】移動台(34)を大L字状部材(3)側に固定し
たとき、該台上の補助レール(62)と小L字状部材(4)上
のレール(61)とのレールゲージG1と、移動台(34)を小
L字状部材(4)側に固定したとき、該台上の補助レール
(62)と大L字状部材(3)上の内側のレール(6)とのレー
ルゲージG2は実施例では共に610mmである。帯板
(5)上の移動台載せ部以外の部分は足場板載せ部(50)と
なっている。
When the movable table (34) is fixed to the large L-shaped member (3) side, the rail of the auxiliary rail (62) on the table and the rail (61) on the small L-shaped member (4). When the gauge G 1 and the movable table (34) are fixed to the small L-shaped member (4) side, the auxiliary rail on the table is fixed.
The rail gauges G 2 of (62) and the inner rail (6) on the large L-shaped member (3) are both 610 mm in the embodiment. Strip
(5) The parts other than the moving platform mounting part are the scaffolding plate mounting parts (50).

【0017】然して、トンネル(9)の長手方向に隣り合
う単位セグメント(8)のフランジ(81)上に当て板(2)を
当てて枕木(1)を載せ、枕木(1)両端の切欠(12)をフラ
ンジ(81)に嵌める。これによって、枕木(1)の倒れ及
び、トンネルの長手方向への移動は防止される。
However, the sleeper (1) is placed on the flanges (81) of the unit segments (8) adjacent to each other in the longitudinal direction of the tunnel (9) by placing the sleeper (1), and the cutouts (1) at both ends of the sleeper (1) are placed. Fit 12) onto the flange (81). This prevents the sleepers (1) from collapsing and moving in the longitudinal direction of the tunnel.

【0018】複数の枕木(1)に跨がって必要なレール及
び足場板(7)を載せ、レールはレール押え板(60)を介し
て枕木(1)にボルト止めする。実施例の足場板(7)は、
矩形の金属枠に金属網体を取付けて形成されている。
The required rails and scaffolding plates (7) are placed over a plurality of sleepers (1), and the rails are bolted to the sleepers (1) via a rail holding plate (60). The scaffolding plate (7) of the embodiment is
It is formed by attaching a metal mesh body to a rectangular metal frame.

【0019】移動台(34)上の補助レール(62)と該レール
と対を成すレール(6)又は(61)に作業車(図示せず)を載
せて走行させ、作業者は足場板(7)上を歩行する。
A work vehicle (not shown) is placed on the auxiliary rails (62) on the movable table (34) and the rails (6) or (61) forming a pair with the auxiliary rails (62) to drive the scaffolding board (). 7) Walk up.

【0020】足場板(7)は、レール載せ部(30)(40)より
も低い位置に敷設されているため、セグメントトンネル
(9)内での足場板(7)上の歩行有効高さを大きくでき、
少し前かがみと成る程度の従来よりも楽な姿勢でトンネ
ル(9)内の歩行が可能となる。
Since the scaffolding plate (7) is laid at a position lower than the rail mounting portions (30) and (40), the segment tunnel
(9) The effective walking height on the scaffolding plate (7) can be increased,
It is possible to walk inside the tunnel (9) in a posture that is slightly leaning forward and easier than before.

【0021】図3は、レール載せ部(30)の一部を除去し
てパイプ等の資材置場Sを確保した他の実施例を示して
いる。本考案は、上記実施例の構成に限定されることは
なく、実用新案登録請求の範囲に記載の範囲で種々の変
形が可能である。
FIG. 3 shows another embodiment in which a part of the rail mounting portion (30) is removed to secure a material storage space S such as a pipe. The present invention is not limited to the configuration of the above embodiment, and various modifications can be made within the scope of the claims for utility model registration.

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

【図1】第1図は使用状態の斜面図である。FIG. 1 is a perspective view of a state of use.

【図2】枕木の正面図である。FIG. 2 is a front view of a sleeper.

【図3】枕木の他の実施例の正面図である。FIG. 3 is a front view of another embodiment of the sleeper.

【図4】歩行状態の正面図である。FIG. 4 is a front view of a walking state.

【図5】従来例の歩行状態の正面図である。FIG. 5 is a front view of a conventional example in a walking state.

【符号の説明】[Explanation of symbols]

(1) 枕木 (2) 当て板 (20) 載せ板 (30) レール載せ部 (40) レール載せ部 (34) 移動台 (50) 足場板載せ部 (6) レール (61) レール (62) 補助レール (1) Sleepers (2) Resting plate (20) Mounting plate (30) Rail mounting part (40) Rail mounting part (34) Moving stand (50) Scaffolding plate mounting part (6) Rail (61) Rail (62) Auxiliary rail

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 トンネル(9)内に間隔を存して複数配設
し、上面に跨がってレールを敷設するトンネル内レール
仮設用枕木に於て、トンネル(9)の内面に沿う円弧状に
湾曲した当て板(2)上に、当て板(2)の両端に跨がって
載せ板(20)を固定して形成され、載せ板(20)は、レール
(6)(61)を載せるレール載せ部(30)(40)と、該レール載
せ部よりも低く形成され歩行用足場板(7)を載せる足場
板載せ部(50)とからなり、足場板載せ部(50)には上面に
補助レール載せ部(36)を有する移動台(34)がトンネルの
幅方向に移動且つ位置決め固定可能に配備されているト
ンネル内レール仮設用枕木。
1. A rail along the inner surface of a tunnel (9) in a rail sleeper for temporary rail installation in a tunnel, wherein a plurality of rails are laid in the tunnel (9) with a space between them and rails are laid across the upper surface. The placing plate (20) is formed by fixing the placing plate (20) on both sides of the attaching plate (2) on the attaching plate (2) curved in an arc shape.
(6) The scaffolding plate comprises a rail mounting part (30) (40) on which the (61) is mounted and a scaffolding plate mounting part (50) which is lower than the rail mounting part and on which the walking scaffolding plate (7) is mounted. A temporary sleeper for rails in a tunnel in which a moving base (34) having an auxiliary rail mounting portion (36) on the upper surface of the mounting portion (50) is arranged so as to be movable and positionally fixed in the width direction of the tunnel.
JP8336591U 1991-10-15 1991-10-15 Sleepers for temporary rails in tunnels Expired - Lifetime JPH078639Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8336591U JPH078639Y2 (en) 1991-10-15 1991-10-15 Sleepers for temporary rails in tunnels

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8336591U JPH078639Y2 (en) 1991-10-15 1991-10-15 Sleepers for temporary rails in tunnels

Publications (2)

Publication Number Publication Date
JPH0532499U JPH0532499U (en) 1993-04-27
JPH078639Y2 true JPH078639Y2 (en) 1995-03-01

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP8336591U Expired - Lifetime JPH078639Y2 (en) 1991-10-15 1991-10-15 Sleepers for temporary rails in tunnels

Country Status (1)

Country Link
JP (1) JPH078639Y2 (en)

Also Published As

Publication number Publication date
JPH0532499U (en) 1993-04-27

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