JPH04238960A - Scaffolding for driving slope anchor bolt - Google Patents

Scaffolding for driving slope anchor bolt

Info

Publication number
JPH04238960A
JPH04238960A JP283391A JP283391A JPH04238960A JP H04238960 A JPH04238960 A JP H04238960A JP 283391 A JP283391 A JP 283391A JP 283391 A JP283391 A JP 283391A JP H04238960 A JPH04238960 A JP H04238960A
Authority
JP
Japan
Prior art keywords
slope
anchor bolt
driving
scaffolding
rail
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.)
Granted
Application number
JP283391A
Other languages
Japanese (ja)
Other versions
JPH086454B2 (en
Inventor
Keizo Fujiwara
恵三 藤原
Yoshio Ohashi
大橋 良男
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.)
PIKA CORP KK
Hirose and Co Ltd
Original Assignee
PIKA CORP KK
Hirose and Co Ltd
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 PIKA CORP KK, Hirose and Co Ltd filed Critical PIKA CORP KK
Priority to JP3002833A priority Critical patent/JPH086454B2/en
Publication of JPH04238960A publication Critical patent/JPH04238960A/en
Publication of JPH086454B2 publication Critical patent/JPH086454B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Movable Scaffolding (AREA)
  • Piles And Underground Anchors (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PURPOSE:To facilitate a concreting work and reduce a construction cost to a value as low as possible when an anchor bolt 7 is driven in a slope 2. CONSTITUTION:A working truck 6 at the interior of which a driving machine 8 for an anchor bolt 7 is mounted is installed on an elevating rail 5 installed on a slope 2 along the vertical direction of the slope 2. An angle regulating mechanism 40 to regulate the driving direction of the anchor bolt 7 based on the slope 2 is arranged between the working truck 6 and the driving machine 8. The lower end part of the elevating rail 5 is locked rotatably in the inclination direction of the slope 2 to the running truck 4 runnable longitudinally of the slope 2 on a ground 3 under the slope 2. This constitution simply and reliably drives the anchor bolt 7 in a given height position on the slope 2 and at a given angle. When the slope 2 having a new span is constructed, the running truck 4 is run longitudinally of the slope 2, and coping with a situation is practicable without re-erecting a scaffolding 1 itself by resetting the elevating rail 5.

Description

【発明の詳細な説明】[Detailed description of the invention]

【0001】0001

【産業上の利用分野】本発明は、法面にアンカーボルト
を打設するのに適した法面アンカーボルト打設用足場に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a slope anchor bolt driving scaffold suitable for driving anchor bolts onto a slope.

【0002】0002

【従来の技術】法面の安定強化工法として、法面の縦横
所定間隔おきに1.5〜2.5m程度の長さを有する鋼
製のアンカーボルトを法面に対して略垂直に打設する場
合があるが、この際、従来では、例えば図10に示すよ
うな足場55を利用してアンカーボルトを打設するのが
一般的であった。
[Prior Art] As a method for stably strengthening slopes, steel anchor bolts approximately 1.5 to 2.5 m in length are driven approximately perpendicular to the slope at predetermined intervals in the length and width of the slope. However, in this case, it has conventionally been common to use a scaffold 55 as shown in FIG. 10, for example, to drive the anchor bolt.

【0003】即ち、この足場55は、丸鋼パイプ56を
図外のクランプ等を介して法面57の傾斜に沿うように
枠組みし、所定高さに位置する横梁58間に複数の足場
板59を載置して作業床60とすることにより構成され
ていて、この作業床60上の所定位置にアンカーボルト
61の打設機62を固定してアンカーボルト61を打設
するようにしていた。
That is, this scaffolding 55 is constructed by framing round steel pipes 56 via clamps (not shown) so as to follow the slope of a slope 57, and a plurality of scaffolding boards 59 are placed between cross beams 58 located at a predetermined height. An anchor bolt 61 is driven by a driving machine 62 for anchor bolts 61 fixed at a predetermined position on the work floor 60.

【0004】0004

【発明が解決しようとする課題】上記従来の技術では、
打設機62を単に足場55の作業床60上に載置して固
定していただけであるので、打設高さの微調整が困難で
あり、しかも打設高さを合わせても打設角度を同時に合
わせることはより困難であり、アンカーボルト61を所
定高さおよび所定角度に正確に設定するのに非常な手間
を要していた。
[Problem to be solved by the invention] In the above conventional technology,
Since the pouring machine 62 is simply placed and fixed on the work floor 60 of the scaffolding 55, it is difficult to finely adjust the pouring height, and even if the pouring height is adjusted, the pouring angle cannot be adjusted. It is more difficult to align the anchor bolts 61 at the same time, and it takes a lot of effort to accurately set the anchor bolts 61 at a predetermined height and angle.

【0005】また、従来の足場55では、より下段の作
業床60から打設作業を行うことになるが、上段の作業
床60へ打設機62を移設する場合にはレーカー車等で
吊り上げる作業が必要であり、しかも、法面57長手方
向における所定の打設作業が終了して次のスパンの施工
に移る際には、足場55自体を解体および組立てし直さ
なければならず、施工工期および施工コストの増大化の
原因となっていた。更に、長手方向において逐次その傾
斜角が変化する法面55の場合には、足場55の組立て
に非常な熟練と手間を要していた。
[0005] Furthermore, with the conventional scaffolding 55, the pouring work is performed from the lower working floor 60, but when moving the pouring machine 62 to the upper working floor 60, lifting work using a raker or the like is necessary. Moreover, when the specified pouring work in the longitudinal direction of the slope 57 is completed and the construction of the next span is started, the scaffolding 55 itself must be dismantled and reassembled, which reduces the construction period and time. This caused an increase in construction costs. Furthermore, in the case of a slope 55 whose inclination angle changes successively in the longitudinal direction, it requires great skill and effort to assemble the scaffold 55.

【0006】本発明は、かかる諸点に鑑み、簡単な作業
でアンカーボルトを所定の高さおよび角度で打設し得る
と共に、施工工期および施工コストを極力少なくできる
法面アンカーボルト打設用足場を提供することを目的と
する。
[0006] In view of these points, the present invention provides a scaffold for driving anchor bolts on slopes, which allows anchor bolts to be driven at a predetermined height and angle with simple work, and which can minimize the construction period and construction cost. The purpose is to provide.

【0007】[0007]

【課題を解決するための手段】上記目的を達成すべく、
本発明は次の技術的手段を講じた。即ち、請求項1記載
の発明は、法面2 の上下方向に沿って法面2 に添設
された昇降レール5 に、内部にアンカーボルト7 の
打設機8 を搭載した作業台車6 が昇降自在に設けら
れ、作業台車6 と打設機8 との間に、法面2 に対
するアンカーボルト7 の打設方向を調節する角度調整
機構40が装備されていることを特徴とする。
[Means for solving the problem] In order to achieve the above purpose,
The present invention has taken the following technical measures. That is, in the invention according to claim 1, a work cart 6 equipped with a driving machine 8 for anchor bolts 7 is lifted and lowered on a lifting rail 5 attached to the slope 2 along the vertical direction of the slope 2. It is characterized in that it is freely provided and is equipped with an angle adjustment mechanism 40 between the work cart 6 and the driving machine 8 for adjusting the driving direction of the anchor bolt 7 with respect to the slope 2.

【0008】また、請求項2記載の発明は、昇降レール
5 の下端部が、法面2 下方の地盤3 上を法面2 
長手方向に走行可能な走行台車4 に、法面2 傾斜方
向において回動自在に枢支されていることを特徴とする
[0008] Further, in the invention according to claim 2, the lower end portion of the lifting rail 5 is arranged so that the lower end portion of the lifting rail 5
It is characterized in that it is rotatably supported in the direction of inclination of the slope 2 by a traveling carriage 4 that can travel in the longitudinal direction.

【0009】[0009]

【作用】角度調整機構40は、打設機8 の法面2 に
対するアンカーボルト7 打設方向を所定方向 (例え
ば、法面2 に対して垂直方向) に設定する。作業台
車6 は、かかる角度調整機構40によって打設方向を
調節し得る打設機8 を備え、この打設機8 と図外の
作業者を内部に搭載して、法面2 の上下方向に添設さ
れた昇降レール5 に沿って昇降し、打設機8 を所定
の打設位置に運搬する。
[Operation] The angle adjustment mechanism 40 sets the driving direction of the anchor bolt 7 on the slope 2 of the driving machine 8 to a predetermined direction (for example, perpendicular to the slope 2). The work trolley 6 is equipped with a pouring machine 8 that can adjust the pouring direction using the angle adjustment mechanism 40, and is equipped with the pouring machine 8 and a worker (not shown) inside to move the concrete in the vertical direction of the slope 2. The driving machine 8 is moved up and down along the attached lifting rail 5 to transport the driving machine 8 to a predetermined driving position.

【0010】昇降レール5 は走行台車4 に枢支され
ていて、法面2 の傾斜角が変化してもその傾斜角に応
じて回動し、法面2 に添設される。走行台車4 は、
法面2 下方の地盤3 上に法面2 長手方向に沿って
走行し、昇降レール5 を法面2 長手方向所定位置に
配置する。
The elevating rail 5 is pivotally supported by the traveling carriage 4, and even if the inclination angle of the slope 2 changes, it rotates according to the inclination angle and is attached to the slope 2. The traveling trolley 4 is
It travels along the longitudinal direction of the slope 2 above the ground 3 below the slope 2, and the lifting rail 5 is placed at a predetermined position in the longitudinal direction of the slope 2.

【0011】[0011]

【実施例】以下、図面に基づいて本発明の一実施例につ
いて詳述する。図1において、1 は本実施例に係る法
面アンカーボルト打設用足場を示し、同図下側から順に
、法面2 下方の地盤3 上を走行する走行台車4 と
、法面2 の上下方向に沿って法面2 に添設される昇
降レール5 と、昇降レール5 に昇降自在に設けられ
た作業台車6 と、作業台車6 内に装備されたアンカ
ーボルト7 の打設機8 とから主構成されている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below in detail with reference to the drawings. In FIG. 1, reference numeral 1 indicates a scaffold for driving slope anchor bolts according to the present embodiment, and in order from the bottom of the figure, there is a slope 2, a lower ground 3, a traveling trolley 4 running on top of the slope 2, and the top and bottom of the slope 2. A lifting rail 5 attached to the slope 2 along the direction, a work cart 6 provided on the lifting rail 5 so as to be able to rise and fall freely, and a driving machine 8 for anchor bolts 7 installed in the work cart 6. Mainly consists of:

【0012】図2および図3に示すように、走行台車4
 は、幅方向両側下方に走行ローラ9 を備え、この走
行ローラ9 が法面2 下方の地盤3 上で法面2 長
手方向に対して略平行に敷設したレール10に嵌合する
ことにより、法面2 長手方向 (図3の左右方向)に
走行可能となっている。11は前記作業台車6 を昇降
させるための駆動源となる電動ウインチで、走行台車4
 上の走行方向略中央に設置されている。尚、12は走
行台車4 を所定位置に保持するためのジャッキ式のス
トッパである。
As shown in FIGS. 2 and 3, the traveling truck 4
is equipped with running rollers 9 below both sides in the width direction, and the running rollers 9 fit into rails 10 laid approximately parallel to the longitudinal direction of the slope 2 on the ground 3 below the slope 2. Surface 2 It is possible to run in the longitudinal direction (left and right direction in Figure 3). Reference numeral 11 denotes an electric winch that serves as a driving source for raising and lowering the work cart 6;
It is installed approximately in the center of the top in the running direction. Note that 12 is a jack-type stopper for holding the traveling carriage 4 in a predetermined position.

【0013】昇降レール5 は、アルミ合金製で、トラ
ス状に枠組み形成された一対のフレーム構造体13より
なる。図3および図6に示す如く、各フレーム構造体1
3は、断面視方形各頂点位置に配置された柱材14と、
その柱材14を互いに連結するトラス弦材15とから構
成され、法面2 側 (図6下側)に位置する柱材14
のみを連結シャフト16で連結することにより、当該フ
レーム構造体13同志が一定間隔をもって互いに平行と
なるように連結されている。
The elevating rail 5 is made of aluminum alloy and consists of a pair of frame structures 13 formed into a truss-like framework. As shown in FIGS. 3 and 6, each frame structure 1
3 is a column 14 arranged at each apex position of a rectangular cross-sectional view;
The pillars 14 are composed of a truss chord member 15 that connects the pillars 14 to each other, and are located on the slope 2 side (lower side in FIG. 6).
By connecting only the frame structures 13 with the connection shaft 16, the frame structures 13 are connected parallel to each other with a constant interval.

【0014】各フレーム構造体13下端部は、走行台車
4 上で前記電動ウインチ11を前後から挟む位置に突
設した支持ブラケット17を介して走行台車4 に枢支
連結されていて、このことによって昇降レール5 は走
行台車4 に対して法面2 傾斜方向に回動自在となる
ように構成されている (図1仮想線参照)。尚、18
は傾斜ジャッキであり、走行台車4 上面と各フレーム
構造体13下端間で突張り状に設けられている。また、
19はサポートジャッキで、各フレーム構造体13から
法面2 側に突設されており、昇降レール5 を法面2
 の傾斜に合わせて法面2 に対し略平行に保持するた
めのものである。
The lower end of each frame structure 13 is pivotally connected to the traveling carriage 4 via support brackets 17 protruding from the carriage 4 at positions sandwiching the electric winch 11 from the front and back. The elevating rail 5 is configured to be rotatable in the direction of inclination of the slope 2 with respect to the traveling trolley 4 (see imaginary line in FIG. 1). In addition, 18
is an inclined jack, which is provided in a bulge-like manner between the upper surface of the traveling truck 4 and the lower end of each frame structure 13. Also,
Reference numeral 19 denotes a support jack, which protrudes from each frame structure 13 toward the slope 2 side, and connects the lifting rail 5 to the slope 2 side.
This is to hold it approximately parallel to the slope 2 according to the slope of the slope.

【0015】図4および図5に示すように、作業台車6
 は、各フレーム構造体13間にスライド自在に介装さ
れたスライダ20と、このスライダ20に支持される操
作台21とを備えている。スライダ20上下の左右両側
部には、それぞれ幅方向に一対ずつの溝付ローラ22が
軸支されており、図6に示す如く、これら一対の溝付ロ
ーラ22が各フレーム構造体13の柱材14間に嵌合さ
れている。前記電動ウィンチ11から延びるワイヤ23
は、昇降レール5 の法面2 側を通って昇降レール5
 最上部に設けた滑車24を介してこのスライダ20に
至り、スライダ20上端から突設された吊下金具25に
連結されている。また、スライダ20の厚さ方向上面 
(反法面2 側の面) には、昇降方向上側から、それ
ぞれ第1ブラケット26、第2ブラケット27、第3ブ
ラケット28および第4ブラケット29が突設されてい
る。
As shown in FIGS. 4 and 5, the work cart 6
includes a slider 20 slidably interposed between each frame structure 13, and an operation table 21 supported by the slider 20. A pair of grooved rollers 22 are pivotally supported in the width direction on both the upper and lower left and right sides of the slider 20, and as shown in FIG. It is fitted between 14. A wire 23 extending from the electric winch 11
The vertical rail 5 passes through the slope 2 side of the vertical rail 5.
It reaches this slider 20 via a pulley 24 provided at the top, and is connected to a hanging metal fitting 25 projecting from the upper end of the slider 20. Also, the upper surface of the slider 20 in the thickness direction
A first bracket 26, a second bracket 27, a third bracket 28, and a fourth bracket 29 are respectively protruded from the upper side in the lifting direction (the surface on the opposite side of the slope 2).

【0016】操作台21は、上面に滑止め30加工が施
された基板31と、基板31の側部から上方に突設され
た手摺32とを備え、本実施例では、この操作台21と
スライダ20間に操作台21の水平保持機構33が構成
されている。即ち、前記基板31は、その下面前部側 
(図7の下側、図4の右側)に設けた枢支ブラケット3
4を介してスライダ20の第2ブラケット27に枢支さ
れていて、更に、基板31の下面後部側に設けたシリン
ダブラケット35とスライダ20の第4ブラケット29
間に出退シリンダ36を介装することにより、昇降レー
ル5 の傾斜角が変化しても当該基板31 (操作台2
1) の水平状態が保持できるようになっている。
The operation table 21 includes a base plate 31 whose upper surface is treated with a non-slip 30, and a handrail 32 projecting upward from the side of the base plate 31. In this embodiment, the operation table 21 and A horizontal holding mechanism 33 for the operating table 21 is configured between the sliders 20. That is, the substrate 31 has its lower front side
Pivot bracket 3 installed on the bottom side of Figure 7, right side of Figure 4
The cylinder bracket 35 is pivotally supported by the second bracket 27 of the slider 20 via the cylinder bracket 35 and the fourth bracket 29 of the slider 20, which is provided on the rear side of the lower surface of the board 31.
By interposing the egress/egress cylinder 36 in between, even if the inclination angle of the elevating rail 5 changes, the board 31 (control board 2
1) The horizontal state of can be maintained.

【0017】打設機8 は、アンカーボルト7 に回転
力を与える打設モータ37と、該モータ37を法面2 
側にスライドさせるスライドガイド38と、このスライ
ドガイド38を下方から支持する支持台39とからなり
、前記操作台21内に搭載されている。本実施例では、
操作台21の水平保持機構33とは別個に、この打設機
8 と作業台車6 のスライダ20間に、打設機8 の
法面2 に対するアンカーボルト7 打設方向を調節す
る角度調整機構40が装備されている。 即ち、支持台39は、その下面前部に設けた枢支ブラケ
ット41を介してスライダ20の第1ブラケット26に
枢支されていて、更に、支持台39の下面後部側に設け
たシリンダブラケット42とスライダ20の第3ブラケ
ット28間に出退シリンダ43を介装することにより、
図1仮想線に示すように法面2 の傾斜角が変化した場
合においても、打設機8 の角度のみを調節して常にア
ンカーボルト7 を法面2 に対して略垂直に打設し得
るようになっている。尚、この際、操作台21とこの角
度調整機構40が互いに干渉しないように、基板31の
前部中央に、それぞれ出退シリンダ43および第1ブラ
ケット26用の逃げ孔44および逃げ凹部45が形成さ
れている (図7参照)。
The driving machine 8 includes a driving motor 37 that applies rotational force to the anchor bolt 7, and a driving motor 37 that rotates the motor 37 on the slope 2.
It consists of a slide guide 38 that slides to the side, and a support stand 39 that supports this slide guide 38 from below, and is mounted within the operation stand 21. In this example,
Separately from the horizontal holding mechanism 33 of the operating table 21, an angle adjustment mechanism 40 is provided between the driving machine 8 and the slider 20 of the work cart 6 to adjust the driving direction of the anchor bolt 7 relative to the slope 2 of the driving machine 8. is equipped with. That is, the support stand 39 is pivotally supported by the first bracket 26 of the slider 20 via a pivot bracket 41 provided on the front part of the lower surface thereof, and is further supported by a cylinder bracket 42 provided on the rear side of the lower face of the support stand 39. By interposing the retractable cylinder 43 between the third bracket 28 of the slider 20 and the third bracket 28 of the slider 20,
Even if the inclination angle of the slope 2 changes as shown in the imaginary line in FIG. 1, the anchor bolt 7 can always be driven approximately perpendicular to the slope 2 by adjusting only the angle of the driving machine 8. It looks like this. At this time, in order to prevent the operating table 21 and the angle adjustment mechanism 40 from interfering with each other, an escape hole 44 and an escape recess 45 are formed at the center of the front part of the board 31 for the evacuation cylinder 43 and the first bracket 26, respectively. (See Figure 7).

【0018】図8および図9において、46は上部台車
であり、昇降レール5 上部の法面2 側から延設され
た一対の支持アーム47を備えている。両支持アーム4
7の先端間には支持シャフト48が架設されていて、支
持シャフト48の両端には、該支持シャフト48回りに
回動自在とされた走行ローラ49が取付けられている。 走行ローラ49は、法面2 上方の地盤50上で法面2
 長手方向に対して略平行(従って、前記走行台車4 
用のレール10と平行) に敷設したレール51に嵌合
されている。従って当該昇降レール5 は、下端部にお
いては走行台車4 にかつ上部においてはこの上部台車
46に支持されて、上下地盤3,50上のレール10,
51 に沿ってかつ法面2 に対して一定間隔を保持し
ながら法面2 長手方向に走行可能となっている。
In FIGS. 8 and 9, reference numeral 46 denotes an upper carriage, which is provided with a pair of support arms 47 extending from the slope 2 side of the upper part of the lifting rail 5. Both support arms 4
A support shaft 48 is installed between the ends of the support shaft 7, and running rollers 49 rotatable around the support shaft 48 are attached to both ends of the support shaft 48. The running roller 49 runs on the slope 2 on the ground 50 above the slope 2.
substantially parallel to the longitudinal direction (therefore, the traveling carriage 4
It is fitted to a rail 51 laid parallel to the rail 10 for use. Therefore, the lifting rail 5 is supported by the traveling truck 4 at the lower end and by the upper truck 46 at the upper end, and is supported by the rail 10 on the upper and lower ground 3, 50.
51 and in the longitudinal direction of the slope 2 while maintaining a constant distance from the slope 2 .

【0019】尚、法面2 の上下方向長さが変化しても
昇降レール5を適所で支持し得るように、支持アーム4
7はその出退長さが調整自在となっており、しかも昇降
レール5 に対する昇降方向の取付位置が変更自在とな
っている。また、図1において、52,53 はそれぞ
れアンカーおよびロープであり、昇降レール5 を法面
2 長手方向の所定位置にセットした後に設けられ、ア
ンカーボルト7 の打設反力による昇降レール5 の転
倒を防止するためのものである。
Furthermore, in order to be able to support the lifting rail 5 at a proper position even if the vertical length of the slope 2 changes, the support arm 4 is
7 is adjustable in its protruding and retracting length, and its mounting position relative to the elevating rail 5 in the elevating direction can be changed. In addition, in FIG. 1, 52 and 53 are anchors and ropes, respectively, which are installed after the lifting rail 5 is set at a predetermined position in the longitudinal direction of the slope 2, and the lifting rail 5 falls due to the reaction force of the anchor bolt 7. This is to prevent

【0020】上記構成に係る法面アンカーボルト打設用
足場1 を用いて打設作業を行う場合には、先ず、上下
の地盤3,50上にレール10,51 を敷設した後、
各レール10,51 にそれぞれ走行台車4 および上
部台車46をセットし、上部台車46の支持アーム47
の出退調整によって昇降レール5 を法面2 と略同じ
傾斜で法面2 に添設する。次に、走行および上部台車
4,46の走行を介して昇降レール5 を法面2 長手
方向の所定位置にセットした後、アンカー52およびロ
ープ53によって反転を防止して昇降レール5 をその
位置で固定する。そして、水平保持機構33によって操
作台21の水平状態を得た後、角度調整機構40によっ
て打設機8 の打設角度を法面2と略垂直になるように
設定する。その後は、作業台車6 を昇降レール5 に
沿って昇降させることにより、法面2 上の任意の高さ
位置においてアンカーボルト7 を連続的にかつ任意の
打設ピッチで打設することができる。
When performing driving work using the slope anchor bolt driving scaffold 1 having the above configuration, first, after laying the rails 10, 51 on the upper and lower ground 3, 50,
The traveling truck 4 and the upper truck 46 are set on each rail 10, 51, respectively, and the support arm 47 of the upper truck 46 is set on each rail 10, 51.
The lifting rail 5 is attached to the slope 2 at approximately the same slope as the slope 2 by adjusting the opening and retracting of the rail. Next, after the lifting rail 5 is set at a predetermined position in the longitudinal direction of the slope 2 through traveling and the traveling of the upper carts 4 and 46, the lifting rail 5 is prevented from being reversed by the anchors 52 and ropes 53, and the lifting rail 5 is held at that position. Fix it. After the operating table 21 is brought into a horizontal state by the horizontal holding mechanism 33, the angle adjusting mechanism 40 sets the driving angle of the driving machine 8 to be approximately perpendicular to the slope 2. Thereafter, by raising and lowering the work cart 6 along the lifting rail 5, the anchor bolts 7 can be continuously driven at any height position on the slope 2 at any desired pitch.

【0021】また、図1仮想線に示す如く、法面2 の
傾斜角が変化した場合には、昇降レール5 を走行台車
4 に対して回動させてその傾斜角に添うように新たに
セットし直せばよく、それに伴って、水平保持機構33
および角度調整機構40によって操作台21および打設
機8の昇降レール5 に対する角度も調整し直せばよい
。従って、本実施例に係る打設用足場1 は、長手方向
に沿って傾斜角が逐次変化するような法面2 に対して
も、当該足場1 一台で適用可能である。
Furthermore, as shown in the imaginary line in FIG. 1, when the slope angle of the slope 2 changes, the lifting rail 5 is rotated relative to the traveling trolley 4 and newly set to follow the slope angle. The horizontal holding mechanism 33
The angle of the operating table 21 and the driving machine 8 with respect to the lifting rail 5 can also be readjusted using the angle adjustment mechanism 40. Therefore, the pouring scaffold 1 according to this embodiment can be applied to a slope 2 whose inclination angle changes successively along the longitudinal direction.

【0022】尚、本発明は上記実施例に限られない。即
ち、例えば、走行台車4 はレール10上を走行するも
のに限らず、クローラ等の自走手段を有するものを採用
してもよい。更に、上部台車46を設ける代わりにサポ
ートジャッキ19の法面2 接地側端にローラを設ける
ようにすることもできる。また、水平保持機構33およ
び角度調整機構40の構成も上記実施例のものに限定さ
れないことは勿論である。
It should be noted that the present invention is not limited to the above embodiments. That is, for example, the traveling trolley 4 is not limited to one that runs on the rails 10, but may be one that has self-propelled means such as a crawler. Further, instead of providing the upper truck 46, a roller may be provided at the end of the support jack 19 on the grounding side of the slope 2. Furthermore, it goes without saying that the configurations of the horizontal holding mechanism 33 and the angle adjustment mechanism 40 are not limited to those of the above embodiment.

【0023】[0023]

【発明の効果】請求項1記載の発明によれば、打設機8
 が昇降レール5 に沿って昇降自在な作業台車6 に
搭載されかつその作業台車6と打設機8 間に角度調整
機構40を備えているので、法面2 上の任意の所定高
さ位置にかつ所定角度でアンカーボルト7 を従来より
簡便かつ確実に打設することができ、作業の容易化およ
び安全化を図ることができる。
Effects of the Invention According to the invention described in claim 1, the casting machine 8
is mounted on a work cart 6 that can be raised and lowered along the lifting rail 5, and is provided with an angle adjustment mechanism 40 between the work cart 6 and the pouring machine 8, so that it can be placed at any predetermined height position on the slope 2. In addition, the anchor bolt 7 can be driven at a predetermined angle more easily and reliably than before, making the work easier and safer.

【0024】また、請求項2記載の発明によれば、昇降
レール5 は走行台車4 に枢支されて法面2 の傾斜
角に合わせてセットでき、しかも走行台車4 が法面2
 長手方向に走行可能であるので、新たなスパンにアン
カーボルト7 を打設する場合でも足場1 自体を初め
から組み直す必要がなく、法面2 長手方向において法
面2 の傾斜角が変化する場合にでも一台の足場1 で
対応でき、ひいては施工工期および施工コストの大幅な
減少に寄与することができる。
Further, according to the invention as set forth in claim 2, the lifting rail 5 is pivotally supported by the traveling carriage 4 and can be set in accordance with the inclination angle of the slope 2 .
Since it can run in the longitudinal direction, there is no need to reassemble the scaffolding 1 itself from the beginning even when driving anchor bolts 7 in a new span, and it can be used when the inclination angle of the slope 2 changes in the longitudinal direction. However, it can be handled with just one scaffolding 1, which in turn can contribute to a significant reduction in construction period and construction costs.

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

【図1】本発明の一実施例である法面アンカーボルト打
設用足場の全体側面図である。
FIG. 1 is an overall side view of a scaffold for driving slope anchor bolts, which is an embodiment of the present invention.

【図2】同下部側面図である。FIG. 2 is a side view of the lower part of the same.

【図3】同下部正面図である。FIG. 3 is a front view of the lower part of the same.

【図4】同中間部側面図である。FIG. 4 is a side view of the middle part.

【図5】同中間部正面図である。FIG. 5 is a front view of the middle part.

【図6】図5のA−A線断面図である。FIG. 6 is a sectional view taken along line AA in FIG. 5;

【図7】操作台の平面図である。FIG. 7 is a plan view of the operation console.

【図8】法面アンカーボルト打設用足場の上部側面図で
ある。
FIG. 8 is an upper side view of the scaffold for driving slope anchor bolts.

【図9】同上部正面図である。FIG. 9 is a front view of the same upper part.

【図10】従来の足場を示す全体側面図である。FIG. 10 is an overall side view showing a conventional scaffold.

【符号の説明】[Explanation of symbols]

1  法面アンカーボルト打設用足場 2  法面 3  地盤 4  走行台車 5  昇降レール 6  作業台車 7  アンカーボルト 8  打設機 40  角度調整機構 1 Scaffolding for driving slope anchor bolts 2 Slope 3. Ground 4 Traveling trolley 5 Lifting rail 6 Work trolley 7 Anchor bolt 8 Pouring machine 40 Angle adjustment mechanism

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】  法面(2) の上下方向に沿って法面
(2) に添設された昇降レール(5) に、内部にア
ンカーボルト(7) の打設機(8) を搭載した作業
台車(6) が昇降自在に設けられ、作業台車(6) 
と打設機(8) との間に、法面(2) に対するアン
カーボルト(7) の打設方向を調節する角度調整機構
(40)が装備されていることを特徴とする法面アンカ
ーボルト打設用足場。
[Claim 1] A lifting rail (5) attached to the slope (2) along the vertical direction of the slope (2) is equipped with a driving machine (8) for anchor bolts (7) inside. A work trolley (6) is provided that can be raised and lowered freely.
A slope anchor bolt characterized in that an angle adjustment mechanism (40) for adjusting the driving direction of the anchor bolt (7) with respect to the slope (2) is provided between the and the driving machine (8). Scaffolding for pouring.
【請求項2】  昇降レール(5) の下端部が、法面
(2) 下方の地盤(3) 上を法面(2) 長手方向
に走行可能な走行台車(4) に、法面(2) 傾斜方
向において回動自在に枢支されていることを特徴とする
請求項1記載の法面アンカーボルト打設用足場。
[Claim 2] The lower end of the lifting rail (5) is connected to the slope (2), to the ground below (3), to the slope (2), to the running trolley (4) that can run in the longitudinal direction, and to the slope (2). 2. The scaffold for driving slope anchor bolts according to claim 1, wherein the scaffold is pivotably supported in a direction of inclination.
JP3002833A 1991-01-14 1991-01-14 Scaffold for driving slope anchor bolts Expired - Lifetime JPH086454B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3002833A JPH086454B2 (en) 1991-01-14 1991-01-14 Scaffold for driving slope anchor bolts

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3002833A JPH086454B2 (en) 1991-01-14 1991-01-14 Scaffold for driving slope anchor bolts

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP10764695A Division JPH07300986A (en) 1995-05-01 1995-05-01 Scaffold for driving slope surface anchor bolt

Publications (2)

Publication Number Publication Date
JPH04238960A true JPH04238960A (en) 1992-08-26
JPH086454B2 JPH086454B2 (en) 1996-01-24

Family

ID=11540423

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3002833A Expired - Lifetime JPH086454B2 (en) 1991-01-14 1991-01-14 Scaffold for driving slope anchor bolts

Country Status (1)

Country Link
JP (1) JPH086454B2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08199580A (en) * 1995-01-24 1996-08-06 Tetra:Kk Side slope lifting device
JP2006176951A (en) * 2004-12-20 2006-07-06 Toshihiko Kuno Platform building system for slope, and platform building apparatus and platform panel for the same
CN102400470A (en) * 2011-08-03 2012-04-04 中国建筑第二工程局有限公司 Multi-platform deep foundation construction method for slope high-rise building
JP2014043713A (en) * 2012-08-27 2014-03-13 Kawase Co Ltd Slope scaffolding device
CN109322316A (en) * 2018-11-20 2019-02-12 中铁上海工程局集团有限公司 A kind of high slope anchor pole hole location positioning device
CN114232655A (en) * 2022-01-06 2022-03-25 江西师范高等专科学校 Slope supporting device for rock-soil construction

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5347718U (en) * 1976-09-27 1978-04-22
JPH01278655A (en) * 1988-04-27 1989-11-09 Mitsubishi Heavy Ind Ltd Mobile work bench device for inclined face

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5347718U (en) * 1976-09-27 1978-04-22
JPH01278655A (en) * 1988-04-27 1989-11-09 Mitsubishi Heavy Ind Ltd Mobile work bench device for inclined face

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08199580A (en) * 1995-01-24 1996-08-06 Tetra:Kk Side slope lifting device
JP2006176951A (en) * 2004-12-20 2006-07-06 Toshihiko Kuno Platform building system for slope, and platform building apparatus and platform panel for the same
JP4567432B2 (en) * 2004-12-20 2010-10-20 利彦 久納 Slope work floor construction system, work floor construction device and work floor panel
CN102400470A (en) * 2011-08-03 2012-04-04 中国建筑第二工程局有限公司 Multi-platform deep foundation construction method for slope high-rise building
JP2014043713A (en) * 2012-08-27 2014-03-13 Kawase Co Ltd Slope scaffolding device
CN109322316A (en) * 2018-11-20 2019-02-12 中铁上海工程局集团有限公司 A kind of high slope anchor pole hole location positioning device
CN114232655A (en) * 2022-01-06 2022-03-25 江西师范高等专科学校 Slope supporting device for rock-soil construction

Also Published As

Publication number Publication date
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