JPH0415834Y2 - - Google Patents
Info
- Publication number
- JPH0415834Y2 JPH0415834Y2 JP17951185U JP17951185U JPH0415834Y2 JP H0415834 Y2 JPH0415834 Y2 JP H0415834Y2 JP 17951185 U JP17951185 U JP 17951185U JP 17951185 U JP17951185 U JP 17951185U JP H0415834 Y2 JPH0415834 Y2 JP H0415834Y2
- Authority
- JP
- Japan
- Prior art keywords
- frame
- tunnel
- scaffolding
- frame structure
- elevating
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 30
- 239000010959 steel Substances 0.000 claims description 30
- 230000003028 elevating effect Effects 0.000 claims description 16
- 239000000725 suspension Substances 0.000 claims description 7
- 238000009434 installation Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
Description
【考案の詳細な説明】
〔産業上の利用分野〕
本考案は、トンネルの内壁に設けられる円弧状
の支保鋼をトンネル内に搬入し、そして取付ける
ときも使用するトンネル支保鋼用作業車に関する
ものである。[Detailed description of the invention] [Field of industrial application] The present invention relates to a work vehicle for tunnel support steel, which is used when carrying arc-shaped support steel provided on the inner wall of a tunnel into the tunnel and installing it. It is.
従来、前記支保鋼の運搬は4tトラツクの荷台に
溶接した架台に支保鋼を取付けてトンネル内の切
破の所まで搬入し、その場所ではローダシヨベル
を使用し、そのリフトアームに取付けた足場やバ
ケツト上に作業者が載つて、トンネル内壁に対す
る支保鋼の取付作業を行つている。
Conventionally, the shoring steel was transported by attaching the shoring steel to a frame welded to the loading platform of a 4-ton truck and transporting it to a cutting point in the tunnel, where a loader shovel was used and a scaffold or bucket truck attached to the lift arm was used to transport the shoring steel. A worker is sitting on top of the tunnel and is working on attaching support steel to the tunnel's inner wall.
しかしこの従来の方法では、トンネル支保鋼の
運搬車とは別に取付作業用の足場を有する前記ロ
ーダシヨベル等をそのために用意する必要がある
し、それでも足場の確保が十分でないなど労働安
全上問題であつた。
However, with this conventional method, it is necessary to prepare the loader shovel, etc., which has scaffolding for the installation work separately from the tunnel support steel transport vehicle, and even then, there are labor safety problems such as insufficient scaffolding. Ta.
本考案の目的は、クローラダンパの車両を利用
して、トンネル支保鋼の取付現場への搬入および
現場での取付作業に役立つとともに作業時に安全
な足場を確保できる作業車を提供することにあ
る。 An object of the present invention is to provide a work vehicle that utilizes a crawler damper vehicle and is useful for transporting tunnel support steel to an installation site and for installation work at the site, as well as ensuring a safe footing during work.
本考案は、クレーン13を自装してなるクロー
ラダンパの車両11にダンプボデイの代わりに立
体的なフレーム構造体12を取付け、このフレー
ム構造体12はベースフレーム12aの内空部1
9に昇降機構26により昇降自在の昇降フレーム
12bを設けてなり、この昇降フレーム12bに
トンネル支保鋼懸架部25を設け、前記ベースフ
レーム12aの側面下部にヒンジ22を支点とし
て足場部材23を開閉自在に設け、前記フレーム
構造体12の上面に足場21を設けたトンネル支
保鋼用作業車である。
In the present invention, a three-dimensional frame structure 12 is attached instead of a dump body to a crawler dumper vehicle 11 that is equipped with a crane 13, and this frame structure 12 is attached to an inner space 1 of a base frame 12a.
9 is provided with an elevating frame 12b that can be raised and lowered by an elevating mechanism 26, a tunnel supporting steel suspension section 25 is provided on this elevating frame 12b, and a scaffolding member 23 can be opened and closed using a hinge 22 as a fulcrum at the lower side of the base frame 12a. This is a working vehicle for tunnel support steel, in which a scaffolding 21 is provided on the upper surface of the frame structure 12.
本考案は、例えば資材置場より前記フレーム構
造体12の懸架部25上に支保鋼31を載せて、
トンネル内の工事現場まで搬入し、両側の足場部
材23を開き、また前記昇降フレーム12bを昇
降機構26により上昇させて支保鋼31を上げ、
前記足場21,23に載つた作業者が前記クレー
ン13により吊上げられたまたは押上げられた支
保鋼31をトンネルの内壁に固定する。
In the present invention, for example, a support steel 31 is placed on the suspension part 25 of the frame structure 12 from a material storage area,
It is carried to the construction site in the tunnel, the scaffolding members 23 on both sides are opened, and the elevating frame 12b is raised by the elevating mechanism 26 to raise the supporting steel 31.
A worker on the scaffolds 21 and 23 fixes the supporting steel 31 lifted or pushed up by the crane 13 to the inner wall of the tunnel.
以下、本考案を図面に示す一実施例を参照して
詳細に説明する。
Hereinafter, the present invention will be described in detail with reference to an embodiment shown in the drawings.
第1図に示すように、クローラダンパ(履帯1
0で移動するダンプカー)の車両11に本来のダ
ンプボデイの代わりにフレーム構造体12を多数
のボルトによつて脱着可能に取付ける。このフレ
ーム構造体12は、第2図に示すベースフレーム
12aの後側内空部19に、第3図に示す昇降フ
レーム12bを上下方向にスライド自在に嵌合し
てなる。そのスライド機構としては、図示してい
ないがベースフレーム12aに設けたレール部材
に対し昇降フレーム12bに設けたガイドローラ
等を介して上下方向へ該フレーム12bが滑動自
在となるように形成することが望ましい。 As shown in Figure 1, the crawler damper (crawler track 1
A frame structure 12 is removably attached to a vehicle 11 of a dump truck moving at zero speed by a large number of bolts instead of the original dump body. This frame structure 12 is formed by fitting an elevating frame 12b shown in FIG. 3 into a rear inner space 19 of a base frame 12a shown in FIG. 2 so as to be slidable in the vertical direction. As for the sliding mechanism, although not shown, the frame 12b may be formed to be able to slide vertically on a rail member provided on the base frame 12a via a guide roller or the like provided on the elevating frame 12b. desirable.
前記クローラダンパ車両11は伸縮自在のクレ
ーン13を自装してなり、このクレーン13は伸
縮ブーム14の先端に凹形の突起部15を一体に
設け、さらにワイヤ16を介しフツク17を垂設
してなる。 The crawler damper vehicle 11 is equipped with a telescopic crane 13, and this crane 13 has a retractable boom 14 integrally provided with a concave protrusion 15 at its tip, and a hook 17 suspended via a wire 16. It becomes.
前記ベースフレーム12aは、車両11の後車
側に前記昇降フレーム12bが組込まれる内空部
19を設け、また前車側の下部に車両の点検蓋板
20を設け、さらにこの前車側の上面に足場21
を設け、そして左右側面に下部のヒンジ(蝶番)
22を支点として水平状態まで開くことができる
足場部材23を設けてなる。また前記昇降フレー
ム12bは、上面に足場24を設け、下面部に足
場(工具置場)24′を設け、左右部上に2組の
支保鋼懸架部25を設け、さらに上部梁部材に対
し昇降機構を構成する一対の昇降シリンダ26を
設けてなる。このシリンダ26の下端は前記足場
24′を除く空所を通して第1図に示すようにベ
ースフレーム12aに設けた取付台27に軸支す
る。さらに前記シリンダ26を駆動する油圧回路
には、シリンダ26への供給油圧がなくなつたと
きに閉じるパイロツトチエツクバルブ(図示せ
ず)等の急降下防止装置が安全のために設けられ
ている。 The base frame 12a has an inner space 19 on the rear side of the vehicle 11 in which the elevating frame 12b is installed, a vehicle inspection lid plate 20 on the lower part on the front side, and an upper surface on the front side. scaffolding 21
and lower hinges on the left and right sides.
A scaffolding member 23 is provided which can be opened to a horizontal state using 22 as a fulcrum. Further, the elevating frame 12b is provided with a scaffold 24 on the upper surface, a scaffold (tool storage) 24' on the lower surface, two sets of support steel suspension parts 25 on the left and right parts, and an elevating mechanism for the upper beam member. A pair of lifting cylinders 26 are provided. The lower end of this cylinder 26 is pivotally supported on a mounting base 27 provided on the base frame 12a, as shown in FIG. 1, through a space other than the scaffold 24'. Further, the hydraulic circuit for driving the cylinder 26 is provided with a sudden drop prevention device such as a pilot check valve (not shown) that closes when the hydraulic pressure supplied to the cylinder 26 is exhausted for safety.
また前記足場部材23の両端部に形支持材2
8の下端を回動自在に軸着し、この支持材28を
ベースフレーム12aと一体の係止板29に穿設
した形穴に嵌合し、前記足場部材23を水平状
態に開いたときに前記支持材28の上端に溶接し
た係止部30が前記係止板29と係合するように
して、足場部材23の水平状態を保つようにす
る。なお前記足場21,24および足場部材23
には金網状のエキスパンダプレートが取付けられ
ている。 In addition, shape support members 2 are attached to both ends of the scaffold member 23.
The lower end of the scaffolding member 23 is rotatably attached to the shaft, and the supporting member 28 is fitted into a hole formed in a locking plate 29 that is integrated with the base frame 12a. A locking portion 30 welded to the upper end of the support member 28 engages with the locking plate 29 to maintain the horizontal state of the scaffolding member 23. Note that the scaffolds 21, 24 and the scaffold member 23
A wire mesh expander plate is attached to the.
そうして、第4図に示すように前記2組の懸架
部25上に一対の支保鋼(トンネルの断面半径に
対して一対必要)31を載せてトンネル内の工事
現場まで搬入する。そのときクローラダンパ車両
11は前進にてトンネル内に入り、切破の所で両
側の履帯10を相互に逆方向に駆動することによ
りほぼ定位置で方向転換を行ない、そして支保鋼
31の据付けをするため僅かにバツクをすれば良
い。 Then, as shown in FIG. 4, a pair of supporting steels 31 (one pair is required for each cross-sectional radius of the tunnel) is placed on the two sets of suspension parts 25 and transported to the construction site in the tunnel. At this time, the crawler damper vehicle 11 moves forward into the tunnel, changes direction almost at the fixed position by driving the tracks 10 on both sides in opposite directions at the cut point, and then installs the support steel 31. You just need to back up a little to do this.
前記支保鋼31の据付け作業を行うときは、両
側の足場部材23を前記クレーン13の助けによ
り水平に開き固定し、また後部の昇降フレーム1
2bをシリンダ26により例えば60cmほど上昇さ
せ、そして足場21,23,24に載つた作業者
が自装クレーン13により吊上げられ押上げられ
た1本の支保鋼31をトンネルの一側の片側内壁
に固定する。このときまずクレーン13により吊
上げられた支保鋼31の下端部を前記内壁下部に
固定し、次にクレーン13のブーム14の先端上
に設けた凹形の突起部15で支保鋼31の上端部
を引掛けて押上げ、この支保鋼31の上端部を前
記内壁上部に固定する。残りの1本の支保鋼はト
ンネルの他側の片側内壁に同様に固定する。 When installing the supporting steel 31, the scaffolding members 23 on both sides are opened and fixed horizontally with the help of the crane 13, and the rear lifting frame 1 is
2b by about 60 cm, for example, using the cylinder 26, and a worker on the scaffolds 21, 23, and 24 lifts and pushes up the supporting steel 31 using the self-mounted crane 13 and places it on the inner wall of one side of the tunnel. Fix it. At this time, first, the lower end of the support steel 31 lifted by the crane 13 is fixed to the lower part of the inner wall, and then the upper end of the support steel 31 is fixed with the concave projection 15 provided on the tip of the boom 14 of the crane 13. Hook it up and push it up to fix the upper end of this support steel 31 to the upper part of the inner wall. The remaining supporting steel is fixed to the inner wall of the other side of the tunnel in the same way.
そしてこのような施工を繰返し行い、トンネル
支保鋼のラインを前進させて行く。 This type of construction will be repeated to advance the tunnel support steel line.
前記フレーム12a,12bには矢板を積込ん
でおくようにしてもよい。 The frames 12a and 12b may be loaded with sheet piles.
なお第4図中、33はベースフレーム12aの
前側部に設けられたはしごである。 In addition, in FIG. 4, 33 is a ladder provided on the front side of the base frame 12a.
本考案によれば、クレーンを自装してなるクロ
ーラダンパの車両にダンプボデイの代わりに立体
的なフレーム構造体を設け、このフレーム構造体
にトンネル支保鋼懸架部を設けたから、トンネル
支保鋼の積込み、運搬および据付けの各作業を1
台の作業車で行うことができるとともに、前記ク
ローラダンパ車両の優れた方向転換特性に基づい
てトンネル内運搬を容易に行うことができる。ま
た前記フレーム構造体はベースフレームの内空部
に昇降機構により昇降自在の昇降フレームを設
け、前記ベースフレームの側面下部にヒンジを支
点として足場部材を開閉自在に設け、前記フレー
ム構造体の上面に足場を設けたから、前記自装ク
レーンおよび確保された高さの異なる段階的な足
場を利用して安全な作業を行うことができるとと
もに、運搬時は前記足場部材等を格納できるので
移動の障害とならない。
According to the present invention, a three-dimensional frame structure is provided in place of the dump body on a crawler dumper vehicle equipped with a crane, and a tunnel support steel suspension section is provided on this frame structure, so that tunnel support steel can be loaded. , transport and installation work
This can be carried out using a stand-alone working vehicle, and the transport within the tunnel can be easily carried out based on the excellent direction change characteristics of the crawler dumper vehicle. Further, the frame structure is provided with an elevating frame that can be raised and lowered by an elevating mechanism in the inner space of the base frame, and a scaffolding member is provided at the lower side of the base frame so that it can be opened and closed using a hinge as a fulcrum, and a scaffolding member is provided on the upper surface of the frame structure. Since the scaffolding is provided, work can be carried out safely by using the self-mounted crane and secured scaffolding in stages of different heights, and the scaffolding members etc. can be stored during transportation, so there are no obstacles to movement. No.
第1図は本考案のトンネル支保鋼用作業車の一
実施例を示す側面図、第2図はそのベースフレー
ムの斜視図、第3図はその昇降フレームの斜視
図、第4図はその作業状態の説明図である。
11……クローラダンパ車両、12……フレー
ム構造体、12a……ベースフレーム、12b…
…昇降フレーム、13……クレーン、21……足
場、22……ヒンジ、23……足場部材、25…
…トンネル支保鋼懸架部、26……昇降機構とし
てのシリンダ、31……支保鋼。
Fig. 1 is a side view showing an embodiment of a working vehicle for tunnel support steel of the present invention, Fig. 2 is a perspective view of its base frame, Fig. 3 is a perspective view of its elevating frame, and Fig. 4 is its operation. It is an explanatory diagram of a state. DESCRIPTION OF SYMBOLS 11... Crawler damper vehicle, 12... Frame structure, 12a... Base frame, 12b...
... Lifting frame, 13 ... Crane, 21 ... Scaffolding, 22 ... Hinge, 23 ... Scaffolding member, 25 ...
... Tunnel support steel suspension part, 26 ... Cylinder as a lifting mechanism, 31 ... Support steel.
Claims (1)
にダンプボデイの代わりに立体的なフレーム構造
体を取付け、このフレーム構造体はベースフレー
ムの内空部に昇降機構により昇降自在の昇降フレ
ームを設けてなり、この昇降フレームにトンネル
支保鋼懸架部を設け、前記ベースフレームの側面
下部にヒンジを支点として足場部材を開閉自在に
設け、前記フレーム構造体の上面に足場を設けた
ことを特徴とするトンネル支保鋼用作業車。 A three-dimensional frame structure is attached in place of the dump body to a crawler dumper vehicle equipped with a crane, and this frame structure has an elevating frame that can be raised and lowered by an elevating mechanism in the inner space of the base frame. The tunnel supporting steel is characterized in that the elevating frame is provided with a tunnel supporting steel suspension part, a scaffolding member is provided at the lower side of the base frame so as to be able to open and close using a hinge as a fulcrum, and the scaffolding is provided on the upper surface of the frame structure. work vehicle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17951185U JPH0415834Y2 (en) | 1985-11-21 | 1985-11-21 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17951185U JPH0415834Y2 (en) | 1985-11-21 | 1985-11-21 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6289400U JPS6289400U (en) | 1987-06-08 |
| JPH0415834Y2 true JPH0415834Y2 (en) | 1992-04-09 |
Family
ID=31122636
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP17951185U Expired JPH0415834Y2 (en) | 1985-11-21 | 1985-11-21 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0415834Y2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7376138B2 (en) * | 2021-08-30 | 2023-11-08 | 島工業Hd株式会社 | How to assemble foam in Center |
| JP7297344B1 (en) * | 2022-11-21 | 2023-06-26 | 島工業Hd株式会社 | CONCRETE FORM EQUIPMENT COMPONENT UNIT, CONCRETE FORM EQUIPMENT CONVEYING METHOD, CONCRETE FORM EQUIPMENT CONSTRUCTION METHOD, AND CONCRETE FORM EQUIPMENT DISASSEMBLY METHOD |
-
1985
- 1985-11-21 JP JP17951185U patent/JPH0415834Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6289400U (en) | 1987-06-08 |
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