JPH0227520B2 - - Google Patents

Info

Publication number
JPH0227520B2
JPH0227520B2 JP58121576A JP12157683A JPH0227520B2 JP H0227520 B2 JPH0227520 B2 JP H0227520B2 JP 58121576 A JP58121576 A JP 58121576A JP 12157683 A JP12157683 A JP 12157683A JP H0227520 B2 JPH0227520 B2 JP H0227520B2
Authority
JP
Japan
Prior art keywords
waterproof sheet
tunnel
traveling device
guide member
traveling
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
JP58121576A
Other languages
Japanese (ja)
Other versions
JPS6016700A (en
Inventor
Kosaku Kawagishi
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SAGA KOGYO KK
Original Assignee
SAGA KOGYO KK
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 SAGA KOGYO KK filed Critical SAGA KOGYO KK
Priority to JP58121576A priority Critical patent/JPS6016700A/en
Publication of JPS6016700A publication Critical patent/JPS6016700A/en
Publication of JPH0227520B2 publication Critical patent/JPH0227520B2/ja
Granted legal-status Critical Current

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  • Lining And Supports For Tunnels (AREA)

Description

【発明の詳細な説明】 本発明は、トンネル工事において、一次覆工し
た後、その一次覆工の表面に防水シートを張設す
る装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a device for stretching a waterproof sheet over the surface of a primary lining after a primary lining is performed in tunnel construction.

従来、一次覆工の表面に防水シートを張設する
場合は、まずトンネル内に足場を組み、その足場
に作業員が乗り、作業員の手作業により一次覆工
と表面に防水シートを張り付け、その作業が済ん
だならば足場と解体する。そして、次の張設現場
で再び足場を組んで防水シートを張設する。この
ようにして、従来は一次覆工の表面に防水シート
を張設する。このために、作業が面倒で作業能率
が悪い。
Conventionally, when installing a waterproof sheet on the surface of the primary lining, first scaffolding was erected inside the tunnel, a worker climbed on the scaffolding, and the worker manually applied the waterproof sheet to the primary lining and surface. Once that work is completed, the scaffolding will be dismantled. Then, at the next installation site, scaffolding is erected again and the tarpaulin sheet is installed. In this way, conventionally, a waterproof sheet is stretched over the surface of the primary lining. For this reason, the work is troublesome and work efficiency is low.

本発明は、上述の諸点に鑑み、作業が簡便で作
業能率の良い防水シート張設装置を提供せんとす
るものである。
In view of the above-mentioned points, the present invention aims to provide a waterproof sheet stretching device that is easy to work with and has good work efficiency.

本発明は、トンネル内を走行する台車にガイド
部材を、トンネルの断面形状と近似した形状に装
備し、そのガイド部材に走行装置を係合し、その
走行装置に吊り足場を回動可能に枢支し、前記走
行装置をガイド部材に沿つて往復走行させると共
に、吊り足場を常時水平状態に保ち、その吊り足
場において防水シートを一次覆工の表面に張設で
きるように構成したことを特徴とする。
In the present invention, a guide member is equipped on a cart running in a tunnel in a shape similar to the cross-sectional shape of the tunnel, a traveling device is engaged with the guide member, and a hanging scaffold is rotatably pivoted to the traveling device. The supporting device is configured to allow the traveling device to reciprocate along the guide member, to maintain the suspended scaffold in a horizontal state at all times, and to enable the waterproof sheet to be stretched over the surface of the primary lining on the suspended scaffold. do.

以下、本発明のトンネル工事における防水シー
ト張設装置の実施例の内の2例を添付図面を参照
して説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Two examples of the waterproof sheet stretching apparatus for tunnel construction according to the present invention will be described below with reference to the accompanying drawings.

第1図は本発明の防水シート張設装置の第1の
実施例を示した正面図である。
FIG. 1 is a front view showing a first embodiment of the waterproof sheet stretching device of the present invention.

この実施例における本発明の防水シート張設装
置は、台車1と、ガイド部材2と、走行装置3
と、ゴンドラ状の吊り足場4と、防水シート供給
機構5と、防水シート圧着装置6と、吊り足場移
動装置7とからなる。
The waterproof sheet stretching device of the present invention in this embodiment includes a trolley 1, a guide member 2, and a traveling device 3.
It consists of a gondola-shaped suspended scaffold 4, a waterproof sheet supply mechanism 5, a waterproof sheet crimping device 6, and a suspended scaffold moving device 7.

前記台車1は、2組の門型部材10と、その2
組の門型部材10に前後両端を固定して2組の門
型部材10を前後に継ぎ足す水平継手部材11お
よび斜継手部材12と、前記門型部材10の下端
に固定した取付部材13とからなる。前記取付部
材13に駆動輪14と従動輪15とを回転自在に
軸承し、前記取付部材13の駆動輪14側の箇所
に駆動モータ16を搭載し、その駆動モータ16
と駆動輪14との間にスプロケツトやチエーンな
どからなる動力伝達手段17を介装する。一方、
前記取付部材13の従動輪15側にレールクラン
プ18を取付ける。かくしてなる駆動輪14およ
び従動輪15をトンネルに敷設したレール19に
係合させると共に、前記レールクランプ18をレ
ール19にクランプさせる。かくして、駆動モー
タ16を駆動させることにより台車1をレール1
9に沿つて走行させることができる。
The trolley 1 includes two sets of gate-shaped members 10;
A horizontal joint member 11 and a diagonal joint member 12 that connect two sets of gate-shaped members 10 back and forth by fixing both front and rear ends to the gate-shaped members 10 of the set, and a mounting member 13 fixed to the lower end of the gate-shaped member 10. Consisting of A driving wheel 14 and a driven wheel 15 are rotatably supported on the mounting member 13, and a drive motor 16 is mounted on a portion of the mounting member 13 on the driving wheel 14 side.
A power transmission means 17 consisting of a sprocket, a chain, etc. is interposed between the drive wheel 14 and the drive wheel 14. on the other hand,
A rail clamp 18 is attached to the driven wheel 15 side of the attachment member 13. The driving wheel 14 and driven wheel 15 thus formed are engaged with the rail 19 laid in the tunnel, and the rail clamp 18 is clamped to the rail 19. Thus, by driving the drive motor 16, the truck 1 is moved to the rail 1.
9.

前記ガイド部材2は、トンネルの断面形状と近
似した形状、すなわちトンネル断面の相似かつ縮
少した断面形状(アーチ形状)をなす。このガイ
ド部材2は、断面コ字形の第1レール部材21
と、断面I字形の第2レール部材22とからな
り、この2組の第1レール部材21と第2レール
部材22とを前記台車1の2組の門型部材10
に、第1レール部材21が内側に位置するよう
に、縦材23および横材24を介してそれぞれ装
備する。
The guide member 2 has a shape similar to the cross-sectional shape of the tunnel, that is, a cross-sectional shape similar to and reduced in cross-section of the tunnel (arch shape). This guide member 2 includes a first rail member 21 having a U-shaped cross section.
and a second rail member 22 having an I-shaped cross section.
The first rail member 21 is installed via vertical members 23 and cross members 24, respectively, so that the first rail member 21 is located inside.

前記走行装置3は、走行部30と、安全装置部
31と、駆動部32とからなる。前記走行部30
は、上部材300と、下部材301と、その上部
材300と下部材301の間に上下両端を固定し
た縦部材302および斜部材303と、この2組
の上部材300、下部材301、縦部材302、
斜部材303に前後両端を固定して2組の上部材
300、下部材301、縦部材302、斜部材3
03を前後に継ぎ足す継手部材304とからな
る。前記2組の下部材301の両端に、前記第1
レール部材21に係合する第1係合輪305と、
前記第2レール部材22に係合する第2係合輪3
06とを設ける。前記安全装置部31は、前記走
行部30の2組の下部材301の両端にブラケツ
ト310を固定し、そのブラケツト310に2組
の楕円形状のカム311を、ピンによりカム31
1の中心より偏心した箇所で回動自在に取付け、
その2個のカム311の中心より偏心した箇所
で、かつ前記ピンの取付箇所以外の箇所に、第1
レバー312の両端をピンにより固定する。前記
2個のカム311の内の上カム311の第1レバ
ー312を取付けたピンに第2レバー313の一
端を固定し、その第2レバー313の他端と前記
ブラケツト310との間に引張ばね314を介装
する。前記2個のカム311を前記第2レール部
材の上水平部にその上水平部を上下に挾み込むよ
うに相対向させる。後述する駆動部32のチエー
ン324を引張ばね314のばね力に抗して正方
向又は逆方向に引張ると、2個のカム311の第
2レール部材22への係合状態が解除され、走行
部30がガイド部材2に沿つて走行する。一方、
駆動部32のチエーン324が何等かの原因で緩
んで走行部30が落下しようとすると、引張ばね
314のばね力により、2個のカム311が第2
レバー313および第1レバー312を介して回
動して第2レール部材22に係合し、走行部30
が落下するのを防ぐように構成する。前記駆動部
32は、前記門型部材10にギヤモータ320を
搭載し、前記2組の門型部材10および2組のガ
イド部材2に12の従動スプロケツト321をそれ
ぞれ回動自在に取付け、前記ギヤモータ320に
回転軸322を連係し、その回転軸322の両端
に駆動スプロケツト323をそれぞれ設ける。こ
の2個の駆動スプロケツト323と12個1組の2
組の従動スプロケツト321とに2本のチエーン
324をそれぞれ掛け回わし、この2本のチエー
ン324の両端を前記安全装置部31の第2レバ
ー313の他端に固定する。前記ギヤモータ32
0を正方向又は逆方向に回転させることにより、
走行部30(および安全装置部31)をガイド部
材2に沿つて走行させることができる。なお、上
述の駆動部32においては、チエーン324およ
びスプロケツト321,323について説明した
が、その他ワイヤやプーリーなどの駆動機構を用
いても良い。
The traveling device 3 includes a traveling section 30, a safety device section 31, and a drive section 32. Said running section 30
is an upper member 300, a lower member 301, a vertical member 302 and a diagonal member 303 whose upper and lower ends are fixed between the upper member 300 and the lower member 301, and these two sets of the upper member 300, the lower member 301, and the vertical member 303. member 302,
Two sets of upper member 300, lower member 301, vertical member 302, and diagonal member 3 are fixed to the diagonal member 303 at both front and rear ends.
It consists of a joint member 304 that connects 03 to the front and back. At both ends of the two sets of lower members 301, the first
a first engagement ring 305 that engages with the rail member 21;
a second engagement ring 3 that engages with the second rail member 22;
06 is provided. The safety device section 31 fixes brackets 310 to both ends of the two sets of lower members 301 of the traveling section 30, and attaches two sets of elliptical cams 311 to the brackets 310 using pins.
It is rotatably mounted at a point eccentric from the center of 1.
A first
Both ends of the lever 312 are fixed with pins. One end of the second lever 313 is fixed to the pin to which the first lever 312 of the upper cam 311 of the two cams 311 is attached, and a tension spring is installed between the other end of the second lever 313 and the bracket 310. 314 is inserted. The two cams 311 are opposed to each other so that the upper horizontal part of the second rail member is vertically sandwiched between the two cams 311. When the chain 324 of the drive unit 32 (described later) is pulled in the forward or reverse direction against the spring force of the tension spring 314, the two cams 311 are disengaged from the second rail member 22, and the running unit 30 runs along the guide member 2. on the other hand,
If the chain 324 of the drive unit 32 becomes loose for some reason and the running unit 30 attempts to fall, the spring force of the tension spring 314 causes the two cams 311 to move to the second position.
It rotates via the lever 313 and the first lever 312 and engages with the second rail member 22, and the running section 30
be constructed to prevent it from falling. The drive unit 32 includes a gear motor 320 mounted on the gate-shaped member 10, twelve driven sprockets 321 rotatably attached to the two sets of gate-shaped members 10 and the two sets of guide members 2, and the gear motor 320 A rotating shaft 322 is connected to the rotating shaft 322, and driving sprockets 323 are provided at both ends of the rotating shaft 322, respectively. These two drive sprockets 323 and one set of 12 sprockets 2
Two chains 324 are wound around each of the set of driven sprockets 321, and both ends of these two chains 324 are fixed to the other end of the second lever 313 of the safety device section 31. The gear motor 32
By rotating 0 in the forward or reverse direction,
The traveling section 30 (and the safety device section 31) can be made to travel along the guide member 2. Although the chain 324 and the sprockets 321, 323 have been described in the drive unit 32 described above, other drive mechanisms such as wires and pulleys may be used.

前記吊り足場4は、4本の長横枠部材40と、
8本の短横枠部材41と、6本の縦枠部材42
と、適宜本数の丸棒部材43とにより直方体形状
の枠組を構成し、この枠組の2本の長横枠部材4
0および6本の短横枠部材41に床板44を固定
してなる。
The hanging scaffold 4 includes four long horizontal frame members 40,
Eight short horizontal frame members 41 and six vertical frame members 42
and an appropriate number of round bar members 43 constitute a rectangular parallelepiped-shaped framework, and the two long horizontal frame members 4 of this framework
A floor plate 44 is fixed to zero and six short horizontal frame members 41.

前記防水シート供給機構5は、前記走行装置3
の2組の上部材300の両端に2本の回転軸50
の両端を軸受51により回転自在に軸承し、その
2本の回転軸50に防水シート52のロールを外
嵌する。この防水シート52は、合成樹脂製のシ
ート、例えばポリエチレンシートであつて、厚さ
が約1〜2mmで、巾1000〜1500mmの大きさを有す
る。
The waterproof sheet supply mechanism 5 is connected to the traveling device 3.
Two rotating shafts 50 are provided at both ends of two sets of upper members 300.
is rotatably supported at both ends by bearings 51, and a roll of a waterproof sheet 52 is fitted around the two rotating shafts 50. This waterproof sheet 52 is a synthetic resin sheet, for example, a polyethylene sheet, and has a thickness of about 1 to 2 mm and a width of 1000 to 1500 mm.

前記防水シート圧着装置6は、前記防水シート
供給機構5の2本の回転軸50の両端に4本の主
アーム60の基端を回動自在に取付け、その4本
主アーム60の先端に4本の補助アーム61の基
端をピンによりそれぞれ回動自在に取付け、この
補助アーム61の先端と主アーム60の先端との
間に圧縮コイルばね62を介装し、補助アーム6
1を常時矢印方向、すなわちトンネルの一次覆工
8の表面に向く方向に付勢させる。この4本の補
助アーム61の先端に2本の防水シート圧着ロー
ラ63の両端を回転自在に取付ける。前記4本の
主アーム60の先端部と前記走行装置3との間に
4本の油圧シリンダ64の両端をそれぞれピンに
より回動自在に取付け、圧着ローラ63の走行装
置3に対する取付角度、すなわちトンネルの断面
形状の大きさに合わせて調整することができる。
The waterproof sheet crimping device 6 has base ends of four main arms 60 rotatably attached to both ends of the two rotating shafts 50 of the waterproof sheet supply mechanism 5, and four main arms 60 at the tips of the four main arms 60. The base ends of the auxiliary arms 61 are rotatably attached to each other with pins, and a compression coil spring 62 is interposed between the tips of the auxiliary arms 61 and the main arm 60.
1 is always urged in the direction of the arrow, that is, in the direction facing the surface of the primary lining 8 of the tunnel. Both ends of two waterproof sheet pressing rollers 63 are rotatably attached to the tips of these four auxiliary arms 61. Both ends of four hydraulic cylinders 64 are rotatably attached between the tips of the four main arms 60 and the traveling device 3 with pins, and the installation angle of the pressure roller 63 with respect to the traveling device 3, that is, the tunnel It can be adjusted according to the size of the cross-sectional shape.

前記吊り足場移動装置7は、前記走行装置3の
2組の中央縦部材302の下端に2本の第1油圧
シリンダ71のボトム側を取付ける。前記吊り足
場4の2本の中央縦枠部材42の外側に2本の第
2油圧シリンダ72の本体側を固定すると、共
に、同じく前記吊り足場4の2本の中央縦部材4
2中に吊り金具70を長手方向にスライド自在に
嵌入させる。前記第1油圧シリンダ71のピスト
ンロツドの先端と、前記第2油圧シリンダ72の
ピストンロツドの先端と、前記吊り足場70の先
端とをピン73により回動自在に取付けて、前記
吊り足場4を常時水平状態を保つように構成す
る。すなわち、前記吊り足場4の床板44は、第
1図の実線および二点鎖線に示すように、走行装
置3がガイド部材2に沿つて走行しても、常に重
力方向に対して水平状態を保つ。また、前記第1
油圧シリンダ71を伸縮させることにより、吊り
足場4を走行装置3の中央縦部材302の長手方
向に進退させることができ、一方前記第2油圧シ
リンダ72を伸縮させることにより、吊り足場4
を重力方向に進退させることができる。
In the suspended scaffold moving device 7, the bottom sides of two first hydraulic cylinders 71 are attached to the lower ends of the two sets of central vertical members 302 of the traveling device 3. When the main body sides of the two second hydraulic cylinders 72 are fixed to the outside of the two central vertical frame members 42 of the suspended scaffolding 4, both of the two central vertical frame members 4 of the suspended scaffolding 4 are also fixed.
A hanging fitting 70 is slidably inserted into the housing 2 in the longitudinal direction. The tip of the piston rod of the first hydraulic cylinder 71, the tip of the piston rod of the second hydraulic cylinder 72, and the tip of the hanging scaffold 70 are rotatably attached with pins 73, so that the hanging scaffold 4 is always kept horizontal. Configure to maintain That is, the floor plate 44 of the suspended scaffold 4 always maintains a horizontal state with respect to the direction of gravity even when the traveling device 3 travels along the guide member 2, as shown by the solid line and the two-dot chain line in FIG. . In addition, the first
By expanding and contracting the hydraulic cylinder 71, the suspended scaffold 4 can be moved forward and backward in the longitudinal direction of the central vertical member 302 of the traveling device 3. On the other hand, by expanding and contracting the second hydraulic cylinder 72, the suspended scaffold 4 can be moved forward and backward in the longitudinal direction of the central vertical member 302 of the traveling device 3.
can move forward and backward in the direction of gravity.

この実施例における本発明の防水シート張設装
置は、以上の如き構成よりなり、以下その操作に
ついて説明する。
The waterproof sheet stretching apparatus of the present invention in this embodiment has the above-mentioned configuration, and its operation will be explained below.

まず、台車1をレール19に沿つて走行させ、
本発明の防水シート張設装置を防水シートの張設
場所に位置させる。次に、台車1をレール19に
固定する。つづいて、ギヤモータ320を駆動さ
せて走行装置3の走行部30を、例えば第1図の
右下から左下へと走行させると共に、左側の防水
シート供給機構5から防水シート52を繰り出
し、この繰り出した防水シート52を左側の防水
シート圧着装置6により一次覆工の表面に圧着し
ながら、この圧着した防水シート52の縁とすで
に張設された防水シート52の縁とを溶着する。
このようにして、走行装置3の走行部30を第1
図の右下から左下へと移動させて防水シート52
を張設したならば、次いで走行部30を第1図の
左下から右下へと移動させて右側の防水シート供
給装置5から防水シート52を供給し、この防水
シート52を右側の防水シート圧着装置6により
一次覆工の表面に圧着して張設する、以下、同様
にしてトンネルの一次覆工の表面に防水シート5
2を張設する。
First, the trolley 1 is run along the rail 19,
The waterproof sheet tensioning device of the present invention is positioned at the place where the waterproof sheet is to be stretched. Next, the trolley 1 is fixed to the rails 19. Next, the gear motor 320 is driven to cause the traveling unit 30 of the traveling device 3 to travel, for example, from the lower right to the lower left in FIG. While the waterproof sheet 52 is pressed onto the surface of the primary lining by the left waterproof sheet crimping device 6, the edge of the crimped waterproof sheet 52 and the edge of the already stretched waterproof sheet 52 are welded.
In this way, the traveling section 30 of the traveling device 3 is
Move the waterproof sheet 52 from the bottom right to the bottom left of the diagram.
Once the waterproof sheet 52 is stretched, the running section 30 is moved from the lower left to the lower right in FIG. The waterproof sheet 5 is crimped and stretched on the surface of the primary lining of the tunnel using the device 6.
2.

このように、この実施例における本発明の防水
シート張設装置は、トンネル内を走行する台車1
にガイド部材2を装備し、このガイド部材2に沿
つて走行装置3を走行させて防水シート52を一
次覆工の表面に張設するものであるから、従来の
足場を組んだり解体したりするものと比較して作
業が簡便で作業能率が良い。また、走行装置3の
走行部30に吊り足場4を、吊り足場4の床板4
4が重力方向に対して常時水平状態を保つように
構成したので、吊り足場4に作業員が乗り、防水
シート52の溶着作業や防水シート52のしわな
どを直す補修作業を容易に行うことができる。さ
らに、この実施例においては、防水シート圧着装
置6を具備したので、防水シート52を一次覆工
の表面にしわなく奇麗に圧着させることができ
る。さらにまた、この実施例においては、吊り足
場移動装置7を具備したので、第1油圧シリンダ
71および第2油圧シリンダ72を作動させるこ
とにより、吊り足場4を所定の位置に移動させる
ことができる。例えば、吊り足場4がトンネルの
左右両側に位置する場合は、吊り足場4を上下左
右に移動させることができ、また吊り足場4がト
ンネルの天部に位置する場合は、吊り足場4を上
下に移動させることができ、さらに吊り足場4が
トンネルの左斜上および右斜上に位置する場合
は、吊り足場4を上下斜左右に移動させることが
できる。なお、この実施例においては、走行装置
3の走行部30と防水シート圧着装置6の主アー
ム60との間に油圧シリンダ64を介装したの
で、防水シート圧着ローラ63の防水シート52
の圧着位置をトンネルの断面の大きさに合わせる
ことができ、防水シート張設に対して汎用性があ
る。
As described above, the waterproof sheet stretching device of the present invention in this embodiment can be applied to a trolley 1 traveling in a tunnel.
A guide member 2 is equipped with the guide member 2, and the traveling device 3 is run along this guide member 2 to stretch the waterproof sheet 52 on the surface of the primary lining, so it is not necessary to erect or dismantle conventional scaffolding. It is easier to work with and has good work efficiency compared to other products. In addition, the suspended scaffold 4 is attached to the traveling section 30 of the traveling device 3, and the floor plate 4 of the suspended scaffold 4 is
4 is configured so that it is always kept horizontal with respect to the direction of gravity, so a worker can easily get on the suspended scaffold 4 and perform repair work such as welding the waterproof sheet 52 or fixing wrinkles in the waterproof sheet 52. can. Furthermore, in this embodiment, since the waterproof sheet crimping device 6 is provided, the waterproof sheet 52 can be neatly crimped onto the surface of the primary lining without wrinkles. Furthermore, in this embodiment, since the suspended scaffold moving device 7 is provided, the suspended scaffold 4 can be moved to a predetermined position by operating the first hydraulic cylinder 71 and the second hydraulic cylinder 72. For example, if the suspended scaffold 4 is located on both the left and right sides of the tunnel, the suspended scaffold 4 can be moved vertically and horizontally, and if the suspended scaffold 4 is located at the top of the tunnel, the suspended scaffold 4 can be moved up and down. Further, when the suspended scaffold 4 is located diagonally above the left and diagonally above the right of the tunnel, the suspended scaffold 4 can be moved diagonally up and down and to the left and right. In this embodiment, since the hydraulic cylinder 64 is interposed between the traveling section 30 of the traveling device 3 and the main arm 60 of the waterproof sheet crimping device 6, the waterproof sheet 52 of the waterproof sheet crimping roller 63
The crimping position can be adjusted to match the cross-sectional size of the tunnel, making it versatile for installing waterproof sheets.

第8図は本発明の防水シート張設装置の第2の
実施例を示した一部正面図である。この実施例に
おける本発明の防水シート張設装置は、2枚の板
形状をなすスケータ301′の下縁に係合輪30
2′を設け、この係合輪302′をガイド部材2の
ガイドレール22に係合させる。前記スケータ3
01′と係合輪302′とからなる走行部30′に
吊り足場を回動自在に、すなわち吊り足場4の床
が常時水平状態を保つように取付け、かつその走
行部30′に防水シート52を供給する装置5を
設ける。この走行部30′を駆動部のスプロケツ
ト321に掛け回わしたチエーン324により引
つ張つて走行させるとものである。この実施例に
おける本発明の防水シート張設装置は、上述のも
のと同様の作用効果を達成することができる。
FIG. 8 is a partial front view showing a second embodiment of the waterproof sheet stretching device of the present invention. In this embodiment, the waterproof sheet tensioning device of the present invention has an engagement ring 30 attached to the lower edge of two plate-shaped skaters 301'.
2' is provided, and this engagement ring 302' is engaged with the guide rail 22 of the guide member 2. Said skater 3
01' and an engaging ring 302', the suspended scaffold is rotatably attached to the traveling section 30', that is, the floor of the suspended scaffold 4 is always maintained in a horizontal state, and a waterproof sheet 52 is attached to the traveling section 30'. A device 5 for supplying is provided. This running section 30' is pulled and run by a chain 324 that is wrapped around a sprocket 321 of the drive section. The waterproof sheet stretching device of the present invention in this embodiment can achieve the same effects as those described above.

以上の実施例からも明らかなように、本発明の
防水シート張設装置は、トンネル内を走行する台
車にガイド部材を装備し、そのガイド部材に走行
装置を係合させ、この走行装置をガイド部材に沿
つて走行させて防水シートを一次覆工の表面に張
設するものであるから、従来の足場を組んだり解
体したりして防水シートを張設するものと比較し
て作業が簡便で作業能率が良い。また、走行装置
に吊り足場を、吊り足場の床が常時水平状態を保
つように取付けたものであるから、吊り足場に作
業員が乗り、防水シートの溶着作業や防水シート
の補修作業を溶易に行うことができるなどの効果
がある。
As is clear from the above embodiments, the waterproof sheet tensioning device of the present invention is provided by equipping a trolley running in a tunnel with a guide member, engaging a traveling device with the guide member, and guiding the traveling device. Since the tarpaulin sheet is stretched along the surface of the primary lining by running along the members, the work is simpler than the conventional method of erecting and dismantling scaffolding to stretch the tarpaulin sheet. Good work efficiency. In addition, since the suspended scaffold is attached to the traveling device so that the floor of the suspended scaffold is always kept horizontal, it is easy for workers to ride on the suspended scaffold and perform work such as welding and repairing the tarpaulin sheet. It has the following effects:

なお、当然のことながら本発明の防水シート張
設装置は、上述の実施例にのみ限定されるもので
はない。
Note that, as a matter of course, the waterproof sheet stretching apparatus of the present invention is not limited to the above-mentioned embodiments.

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

第1図乃至第7図は本発明の防水シート張設装
置の第1の実施例を示し、第1図は正面図、第2
図は側面図、第3図は走行部の正面図、第4図は
防水シート供給機構および防水シート圧着装置の
正面図、第5図、第6図、第7図は吊り足場の平
面図、正面図、側面図である。第8図は本発明の
防水シート張設装置の第2の実施例を示した一部
正面図である。 1……台車、2……ガイド部材、3……走行装
置、4……吊り足場、5……防水シート供給機
構、6……防水シート圧着装置、7……吊り足場
移動装置。
1 to 7 show a first embodiment of the waterproof sheet stretching device of the present invention, FIG. 1 is a front view, and FIG.
The figure is a side view, Figure 3 is a front view of the running section, Figure 4 is a front view of the waterproof sheet supply mechanism and waterproof sheet crimping device, Figures 5, 6, and 7 are plan views of the suspended scaffold. They are a front view and a side view. FIG. 8 is a partial front view showing a second embodiment of the waterproof sheet stretching device of the present invention. DESCRIPTION OF SYMBOLS 1... Trolley, 2... Guide member, 3... Travel device, 4... Hanging scaffold, 5... Waterproof sheet supply mechanism, 6... Waterproof sheet crimping device, 7... Hanging scaffold moving device.

Claims (1)

【特許請求の範囲】 1 トンネル内を走行する台車と、トンネルの断
面形状と近似した形状をなし、前記台車に装備し
たガイド部材と、そのガイド部材に係合し、ガイ
ド部材に沿つて往復走行する走行装置と、その走
行装置に床が常時水平状態を保つように回動自在
に枢支した吊り足場と、前記走行装置に装備した
防水シート供給機構とを備えたことを特徴とする
トンネル工事における防水シート張設装置。 2 走行装置には、基端を走行装置に回動自在に
取付けた主アームと、その主アームの先端に基端
を回動自在に取付けた補助アームと、その補助ア
ームの先端に回動自在に取付けた圧着ローラと、
前主アームと補助アームの間に介装して前記圧着
ローラを常時トンネルに向けて付勢させる弾性部
材とからなる防水シート圧着装置を具備すること
を特徴とする特許請求の範囲第1項記載のトンネ
ル工事における防水シート張設装置。 3 走行装置と吊り足場との間には、シリンダな
どからなる吊り足場移動装置を具備することを特
徴とする特許請求の範囲第1項記載のトンネル工
事における防水シート張設装置。
[Scope of Claims] 1. A bogie that travels in a tunnel, a guide member that has a shape similar to the cross-sectional shape of the tunnel and is equipped on the bogie, and a bogie that engages with the guide member and travels back and forth along the guide member. tunnel construction, comprising: a traveling device for moving the vehicle; a hanging scaffold rotatably supported on the traveling device so as to keep the floor always in a horizontal state; and a waterproof sheet supply mechanism equipped on the traveling device. Tarpaulin sheet tensioning equipment. 2 The traveling device includes a main arm whose base end is rotatably attached to the traveling device, an auxiliary arm whose base end is rotatably attached to the tip of the main arm, and a rotatable arm at the tip of the auxiliary arm. A pressure roller attached to the
Claim 1, further comprising a waterproof sheet crimping device comprising an elastic member interposed between the front main arm and the auxiliary arm to constantly urge the crimping roller toward the tunnel. waterproof sheet tensioning equipment for tunnel construction. 3. A waterproof sheet stretching device for tunnel construction according to claim 1, characterized in that a suspended scaffold moving device comprising a cylinder or the like is provided between the traveling device and the suspended scaffold.
JP58121576A 1983-07-06 1983-07-06 Waterproof sheet tensioning apparatus in tunnel construction Granted JPS6016700A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58121576A JPS6016700A (en) 1983-07-06 1983-07-06 Waterproof sheet tensioning apparatus in tunnel construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58121576A JPS6016700A (en) 1983-07-06 1983-07-06 Waterproof sheet tensioning apparatus in tunnel construction

Publications (2)

Publication Number Publication Date
JPS6016700A JPS6016700A (en) 1985-01-28
JPH0227520B2 true JPH0227520B2 (en) 1990-06-18

Family

ID=14814651

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58121576A Granted JPS6016700A (en) 1983-07-06 1983-07-06 Waterproof sheet tensioning apparatus in tunnel construction

Country Status (1)

Country Link
JP (1) JPS6016700A (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6213697A (en) * 1985-07-10 1987-01-22 石川島播磨重工業株式会社 Method of impermeable water membrane covering construction
JPS62148800A (en) * 1985-12-23 1987-07-02 石川島播磨重工業株式会社 Method of impermeable membrane coating construction
JPH03290598A (en) * 1990-04-05 1991-12-20 Ohbayashi Corp Mounting device of waterproof sheet for shield tunnel
JP6994393B2 (en) * 2018-01-17 2022-01-14 戸田建設株式会社 Extension device for waterproof sheet for tunnel

Also Published As

Publication number Publication date
JPS6016700A (en) 1985-01-28

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