JPS64294Y2 - - Google Patents
Info
- Publication number
- JPS64294Y2 JPS64294Y2 JP17798681U JP17798681U JPS64294Y2 JP S64294 Y2 JPS64294 Y2 JP S64294Y2 JP 17798681 U JP17798681 U JP 17798681U JP 17798681 U JP17798681 U JP 17798681U JP S64294 Y2 JPS64294 Y2 JP S64294Y2
- Authority
- JP
- Japan
- Prior art keywords
- screw
- temporary
- concrete
- bridge
- frame
- 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
- 230000000694 effects Effects 0.000 description 3
- 239000011888 foil Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000696 magnetic material Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Hand Tools For Fitting Together And Separating, Or Other Hand Tools (AREA)
Description
【考案の詳細な説明】
(目的)
本考案は所定長離間したコンクリート仮枠の空
間に挿入される遠隔操作装置と共に用いられる橋
架具に関する。[Detailed Description of the Invention] (Objective) The present invention relates to a bridge construction tool used with a remote control device inserted into a space of temporary concrete frames separated by a predetermined distance.
人が入つて作業できぬ程の相当狭い間隔で並設
されたコンクリート仮枠の空間内に挿入され、そ
の空間遠方で作業を行なう遠隔操作装置として、
例えば特願昭56−130773号(特開昭58−34764号
公報)に係る装置が近時本考案者によつて開発さ
れた。この装置は、遠くの位置までのびる回転駆
動軸を設け、この回転駆動軸の回転を、この軸の
長手方向を交わる向きに変換してねじに伝達し、
これによりねじをコンクリート仮枠の内面遠方に
取付けるものである。かかる特願昭56−130773号
(特開昭58−3474号公報)に係る装置によれば、
相当狭い空間の遠方の位置にねじを極く簡単に取
付けることができる。 As a remote control device, it is inserted into a space of temporary concrete frames that are placed side by side at a distance that is too narrow for people to enter and work, and performs work far away from that space.
For example, a device disclosed in Japanese Patent Application No. 56-130773 (Japanese Unexamined Patent Publication No. 58-34764) was recently developed by the inventor of the present invention. This device is equipped with a rotary drive shaft that extends to a distant position, converts the rotation of this rotary drive shaft into a direction that intersects the longitudinal direction of this shaft, and transmits it to the screw.
This allows the screws to be installed far away from the inner surface of the temporary concrete frame. According to the device related to Japanese Patent Application No. 56-130773 (Japanese Unexamined Patent Publication No. 58-3474),
Screws can be installed very easily in remote locations in fairly narrow spaces.
本考案は、この様な遠隔操作装置と共に用いら
れるべく開発された橋架具であつて、その目的
は、相当狭い間隔で並設されたコンクリート仮枠
の空間内に挿入され空間内の遠方で作業を行なう
長尺な遠隔操作装置を振子運動可能に支持するこ
とにより、狭い空間内における当該遠隔操作装置
の使用を一層便利ならしめることにある。 The present invention is a bridge structure developed to be used in conjunction with such a remote control device, and its purpose is to be inserted into a space of temporary concrete frames that are arranged side by side at fairly narrow intervals, so that work can be carried out at a distance within the space. By supporting a long remote control device capable of pendulum movement, it is possible to make the use of the remote control device more convenient in a narrow space.
(構成)
本考案の構成は、所定長離間したコンクリート
仮枠の空間内の遠方で作業を行なう長尺な遠隔操
作装置を空間に挿入状態に保持するためコンクリ
ート仮枠に架け渡される橋架具であつて、コンク
リート仮枠に仮止めされる脚部と、前記遠隔操作
装置の上端部をこれの下端部がコンクリート仮枠
内面に向けて振る運動可能に支持する支持部とを
具備して成るものである。(Configuration) The configuration of the present invention is a bridge structure that is placed over a temporary concrete frame in order to maintain a long remote control device inserted into the space, which performs work at a distance within the space of the temporary concrete frame separated by a predetermined distance. The device comprises legs that are temporarily fixed to the concrete temporary frame, and a support that supports the upper end of the remote control device so that its lower end can swing toward the inner surface of the concrete temporary frame. It is.
図面は本考案を特願昭56−130773号(特開昭58
−34764号公報)に係る遠隔操作装置に適用した
例であり、以下この図面に示した例にしたがつて
本考案の係る橋架具を具体的に説明する。まず説
明の便宜上、上記遠隔操作装置について()で
説明し、次に橋架具について()で説明する。 The drawings are based on the present invention in Japanese Patent Application No. 130773 (1982).
This is an example in which the present invention is applied to a remote control device according to Japanese Patent Publication No. 34764, and the bridge structure according to the present invention will be specifically explained below with reference to the example shown in this drawing. First, for convenience of explanation, the remote control device will be explained in parentheses, and then the bridge will be explained in parentheses.
() 第1図は上記装置全体を示す斜視図であ
り、第2図はカバー23及び箱体14の蓋を取
外した状態の正面図、第3図はこれの横断平面
図である。ここで11は回転駆動軸、12は回
転駆動軸11を納めた長尺な操作箱、13は操
作箱12の周壁に設けられたねじ取付高さ位置
検出用の高さ目盛部、15は回転駆動軸11の
下端に設けられたウオーム、16は回転駆動軸
11の回転方向を当該回転駆動軸11の長手方
向と直向する向きに変換するためのウオームホ
イルである。17はコンクリート仮枠に取付け
られるねじであり、このねじ17は本例の場合
六角形状の頭部17aと、テーパ状の首部17
bと、つば状のストツパー17cと、雄ねじ1
7dとから成つている。18はウオームホイル
16にボルト19により取付けられたねじ固定
部、20はねじ固定部18に設けられた六角形
状の孔、21は磁石であり、前記ねじ17の頭
部17aが磁性材料で作製されている場合に当
該ねじ17を仮固定するためのものである。以
上の様にねじ17を仮個定した状態で前記した
回転駆動軸11を回転駆動させると、この回転
はウオーム15ウオームホイル16を介して減
速されつつ方向変換され、ねじ固定部18更に
はこれに固定されたねじ17に伝達され、従つ
てねじ17が回転する。故に、ねじ17の露出
している先端部分をコンクリート仮枠へ少し食
い込ませておけば、ねじ17の回転に伴つてそ
のねじ17は第3図に示す矢印A方向へ前進す
る。() Fig. 1 is a perspective view showing the entire device, Fig. 2 is a front view with the cover 23 and the lid of the box body 14 removed, and Fig. 3 is a cross-sectional plan view thereof. Here, 11 is a rotary drive shaft, 12 is a long operation box housing the rotary drive shaft 11, 13 is a height scale part for detecting the screw mounting height position provided on the peripheral wall of the operation box 12, and 15 is a rotation A worm 16 provided at the lower end of the drive shaft 11 is a worm foil for converting the rotation direction of the rotation drive shaft 11 into a direction perpendicular to the longitudinal direction of the rotation drive shaft 11. Reference numeral 17 denotes a screw to be attached to the temporary concrete frame, and in this example, this screw 17 has a hexagonal head 17a and a tapered neck 17.
b, a collar-shaped stopper 17c, and a male screw 1
7d. 18 is a screw fixing part attached to the worm wheel 16 with a bolt 19, 20 is a hexagonal hole provided in the screw fixing part 18, 21 is a magnet, and the head 17a of the screw 17 is made of a magnetic material. This is for temporarily fixing the screw 17 when the screw 17 is in use. When the rotary drive shaft 11 is driven to rotate with the screw 17 provisionally fixed as described above, this rotation is decelerated and direction-changed via the worm 15 and the worm foil 16, and the screw fixing portion 18 and this The signal is transmitted to the screw 17 fixed to the screw 17, so that the screw 17 rotates. Therefore, if the exposed tip of the screw 17 is slightly bitten into the temporary concrete frame, the screw 17 will move forward in the direction of arrow A shown in FIG. 3 as the screw 17 rotates.
() さて橋架具について説明する。図面に示
す本例の場合の橋架具26にあつては第1図及
び第4図に示す様に中央部分に矩形状の枠部2
6aが設けられており、両端に脚部26b,2
6bbが設けられている。この脚部26b,2
6bbは本例の場合には仮枠24上端に仮止め
するべく尖鋭状にされているが、これに代えて
平板状の脚部に孔を設けこれに挿通したねじ等
で仮枠24上端に仮止めする様にしても良い。
26eは支持部である螺子であり、装置Mの上
端部に螺入され当該装置Mを支持するものであ
る。この結果装置Mの下端部は第5図に示す様
に仮枠24内面に向けてつまり矢印E方向及び
反矢印E方向へ振子運動可能とされている。() Now, let me explain about the bridge fittings. In the case of the bridge trestle 26 in this example shown in the drawings, a rectangular frame portion 2 is provided in the central portion as shown in FIGS. 1 and 4.
6a is provided, and leg portions 26b, 2 are provided at both ends.
6bb is provided. This leg portion 26b, 2
In this example, 6bb is sharpened to be temporarily fixed to the upper end of the temporary frame 24, but instead of this, a hole is provided in the flat plate leg and a screw or the like is inserted through the hole to attach it to the upper end of the temporary frame 24. It may be temporarily fixed.
Reference numeral 26e denotes a screw serving as a support portion, which is screwed into the upper end of the device M to support the device M. As a result, the lower end of the device M can swing toward the inner surface of the temporary frame 24, that is, in the direction of arrow E and in the opposite direction of arrow E, as shown in FIG.
尚、上記した例では第4図に示す様に枠部
26aの両側から支持する構成としているが、こ
れに代えて、装置Mを振子運動可能に支持する
ことを満足するかぎり一側から支持しても良
い。 In addition, in the above example, the frame part is
26a is supported from both sides, but instead, it may be supported from one side as long as the device M can be supported in a pendulum motion.
而して、枠26aの螺子26eを装置Mの所
望位置に食い込ませることにより高さ調節した
状態で、第5図に示す様に矢印D方向へ装置M
上端を動かすことにより、装置M下端を螺子2
6eを支点として矢印E方向へ振子運動させ、
かかる振子運動によつてねじ17の先端部分を
仮枠24に食い込ませるようにする。 Then, with the height adjusted by inserting the screw 26e of the frame 26a into the desired position of the device M, the device M is moved in the direction of the arrow D as shown in FIG.
By moving the upper end, screw the lower end of device M
Make a pendulum movement in the direction of arrow E using 6e as a fulcrum,
This pendulum movement causes the tip of the screw 17 to bite into the temporary frame 24.
(効果)
この様に橋架具26を用いて装置Mを振子運動
させれば、極く簡単にねじ17を仮枠24内面に
食い込ませる作業を行ない得る。もし橋架具を用
いないならば、ねじ17を仮枠24内面に食い込
ませるにあたつて装置Mを手指などで持つたまま
これを矢印E方向へ動かさなければならず、この
作業は仲々困難である。まして図面に示す例のよ
うに、作業者の足場が悪くしかも作業者が発らな
ければならぬ程の高い位置にあるコンクリート仮
枠24上端でこの作業を行なうことは仲々困難で
ある。この点橋架具26を設けている本考案の場
合には、上記振子運動をさせるだけで、狭い空間
内でしかもその空間の遠方の位置にねじを簡単に
食い込ませ得る等の作業を行ない大いに便利であ
る。これが本願の効果である。(Effects) If the device M is made to swing in a pendulum motion using the bridge tool 26 in this manner, the screw 17 can be inserted into the inner surface of the temporary frame 24 very easily. If a bridge tool is not used, in order to drive the screws 17 into the inner surface of the temporary frame 24, it is necessary to hold the device M with your fingers and move it in the direction of the arrow E, which can be difficult. be. Furthermore, as in the example shown in the drawings, it is extremely difficult to carry out this work at the upper end of the concrete temporary frame 24, which is located at a high position where the footing for the worker is not good and the worker has to leave. In the case of the present invention in which this point bridge frame 26 is provided, it is very convenient to perform operations such as easily inserting a screw in a narrow space and at a far position in the space just by making the above pendulum movement. It is. This is the effect of the present application.
(実施例効果)
ところで図面に示す本例の橋架具26を用いた
場合には、脚が尖鋭である事情或いは他の事情に
よつて脚26b,26bbが第1図に示す矢印F
方向へ回り、装置Mは二点鎖線で示す様に脚26
b,26bbを中心として傾くおそれがある。作
業者の手元側である装置M上端側で僅かでも傾い
ていると、支点である脚26b,26bbよりも
かなり下方の位置にあるねじ17付近は、その何
倍もの大きさで傾いてしまう。この点図面に示す
本例のごとく水準器22を橋架具26に設けてお
けばその傾斜を確実に検出してそれを直ちに橋正
することができる利点がある。即ちもし傾いてい
ると、正確な取付位置にねじ17を取付けること
ができなくなり、せつかく高さ目盛部13で高さ
位置を正確に側定しても高さ目盛部13の利点を
充分に発揮できないといつた問題が生じる。この
点水準器22を設けている場合には、装置Mの傾
斜を確実に検出してその傾斜を直ちに矯正するこ
とができることから上述の問題は生じない。尚、
図面に示す例の場合上記した振子運動を利用して
ねじ17の先端部分を仮枠24内面に食い込ませ
ることを終えたならば、今度は第1図の様な手持
電気ドリル25を回転駆動軸11の上端にセツト
して駆動させる。勿論、手持電気ドリル25でな
く他の手段で駆動させても良い。この様な駆動の
結果、ウオーム15ウオームホイル16ねじ固定
部18を介してねじ17に回転が伝達され、ねじ
17はセルフタツピングにより自動的に仮枠24
内に螺進し、ストツパー17cが仮枠24表面に
当接するまでそのねじ17は進む。この間も橋架
具26は装置Mを支持しているから作業が楽であ
る。本例の場合ねじ17を取付けたならば今度は
第6図に示す様にコンクリート仮枠24内にコン
クリート埋設体であるボツクス27を降下し、こ
れの係止具28をねじ17の露出部分に引掛ける
様にする。(Effects of Example) By the way, when the bridge structure 26 of this example shown in the drawings is used, the legs 26b and 26bb may not be aligned with the arrow F shown in FIG.
The device M rotates in the direction shown by the two-dot chain line, and the device M
b, there is a risk of tilting around 26bb. If the upper end of the device M, which is the side closer to the operator's hand, is even slightly tilted, the vicinity of the screw 17, which is located considerably lower than the legs 26b and 26bb, which are the fulcrum, will be tilted by many times that amount. In this regard, if the level gauge 22 is provided on the bridge structure 26 as in the present example shown in the drawings, there is an advantage that the inclination can be reliably detected and the bridge corrected immediately. That is, if it is tilted, it will not be possible to install the screw 17 in the correct mounting position, and even if the height position is accurately determined with the height scale part 13, the advantages of the height scale part 13 will not be fully realized. Problems arise when they are unable to perform to their full potential. When the point level 22 is provided, the above-mentioned problem does not occur because the inclination of the device M can be reliably detected and the inclination can be immediately corrected. still,
In the case of the example shown in the drawings, once the tip of the screw 17 has been bitten into the inner surface of the temporary frame 24 using the pendulum motion described above, it is time to move the hand-held electric drill 25 as shown in FIG. 11 and drive it. Of course, it may be driven by other means than the hand-held electric drill 25. As a result of such driving, rotation is transmitted to the screw 17 via the worm 15, worm wheel 16, and screw fixing portion 18, and the screw 17 automatically attaches to the temporary frame 24 by self-tapping.
The screw 17 advances inward until the stopper 17c comes into contact with the surface of the temporary frame 24. During this time, the bridge member 26 supports the device M, making the work easier. In this example, once the screws 17 have been installed, the box 27, which is a concrete buried body, is lowered into the temporary concrete frame 24 as shown in FIG. Let it hang.
ところでコンクリート埋設体であるボツクス2
7引掛用ねじ17はかなり正確な精度でもつて所
定の位置に取付けることが要請される。ずれた位
置に取付けた場合には、コンクリート内に強固に
埋設されたボツクス27を正規の位置に変更する
ことは、コンクリートを破壊しないかぎり不可能
だからである。故に特願昭56−130773号(特公昭
58−34764号公報)に係る装置には、ねじ17を
正確な位置に取付けるべく高さ目盛部13が設け
られているのである。これを関連して図面に示す
本例の橋架具26にもねじ17を正確な位置に取
付けるため以下の様な種々の配慮がなされてい
る。 By the way, BOX 2, which is a concrete buried body,
7. The hooking screw 17 is required to be installed in a predetermined position with fairly high precision. This is because if the box 27 is installed in a shifted position, it is impossible to change the box 27, which is firmly buried in the concrete, to its normal position unless the concrete is destroyed. Therefore, Special Application No. 130773 (Sho 56-130773)
The device according to Japanese Patent Publication No. 58-34764 is provided with a height scale portion 13 in order to mount the screw 17 at an accurate position. In connection with this, the following various considerations have been made in the bridge fitting 26 of this example shown in the drawings in order to mount the screws 17 in accurate positions.
脚部26b,26bbが尖鋭状であるのは、仮
止めを容易にすると共に装置Mを極力鉛直方向へ
垂下させるためなど配慮である。即ち脚部の底が
平担状であると、仮枠24上端にコンクリート滓
やくぼみ等の凹凸があつた場合には、脚部はこの
凸凹の影響をもろに受け装置Mが真に鉛直方向へ
垂下せずねじ17を正確な位置に取付け得ないお
それがある。この点脚26b,26bbを尖鋭状
とすれば凹凸の影響はほとんど受けず仮枠24上
端の状況に関係なく取付けることができる。ま
た、脚26bの長さは脚26bbの長さよりもか
なり短い。従つて前記振子運動をさせるとはいう
ものの、矢印E方向への振子運動は第5図から明
らかな様に仮枠24があるため僅かである。これ
は、振子運動によつてねじ17の取付高さ位置を
ずらさないための配慮である。更に又橋架具26
に枠部26aを設けたのは、枠部26aの両側か
ら螺子26eによつて装置Mを確実に支持するた
めの配慮であると共に、第1図のごとし脚26
b,26bbの軸線M′とねじ17の軸線N′とを重
ならせるため若しくは近接させるための配慮であ
る。 The reason why the legs 26b and 26bb are sharp is to facilitate temporary fixing and to allow the device M to hang down in the vertical direction as much as possible. In other words, if the bottom of the leg is flat, if there is any unevenness such as concrete slag or depressions on the upper end of the temporary frame 24, the leg will be affected by the unevenness and the device M will not move in the true vertical direction. There is a possibility that the screw 17 may not be installed in the correct position because the screw 17 does not hang down. If the point legs 26b, 26bb are made sharp, they are hardly affected by unevenness and can be attached regardless of the condition of the upper end of the temporary frame 24. Further, the length of leg 26b is considerably shorter than the length of leg 26bb. Therefore, although the pendulum movement is made, the pendulum movement in the direction of the arrow E is slight because of the provision of the temporary frame 24, as is clear from FIG. This is to prevent the installation height position of the screw 17 from shifting due to the pendulum movement. Moreover, the bridge fittings 26
The reason why the frame portion 26a is provided is to ensure that the device M is supported by the screws 26e from both sides of the frame portion 26a, and the legs 26 as shown in FIG.
This is to make the axes M' of the screws 26bb and 26bb overlap or be close to each other.
(まとめ)
以上実施例にしたがつて本考案を具体的に説明
したが、要するに本考案は実用新案登録請求の範
囲第1項に記載した技術的事項を要旨とするもの
であり、遠隔操作装置を振子運動可能ならしめる
ことによつて、狭い空間内における当該遠隔操作
装置の使用を一層便利ならしめることができる。(Summary) The present invention has been specifically explained in accordance with the embodiments above, but in short, the present invention is based on the technical matter stated in the first claim of the utility model registration, and is a remote control device. By making the remote control device capable of pendulum movement, the use of the remote control device in a narrow space can be made more convenient.
第1図は装置全体の斜視図、第2図は装置の箱
体の内部構造を示す正面図、第3図は第2図の横
断平面図、第4図は橋架具の斜視図、第5図は橋
架具の使用方法を示す側面図、第6図はコンクリ
ート埋設体の装着途中を示す側面図である。
図中、24……コンクリート仮枠、26……橋
架具、26b……脚部、26e……螺子(支持
部)を示す。
Fig. 1 is a perspective view of the entire device, Fig. 2 is a front view showing the internal structure of the box of the device, Fig. 3 is a cross-sectional plan view of Fig. 2, Fig. 4 is a perspective view of the bridge structure, and Fig. 5 is a perspective view of the entire device. The figure is a side view showing how to use the bridge equipment, and FIG. 6 is a side view showing the concrete buried body being installed. In the figure, 24 shows a concrete temporary frame, 26 shows bridge fittings, 26b shows a leg part, and 26e shows a screw (supporting part).
Claims (1)
遠方で作業を行なう長尺な遠隔操作装置を空間
内に挿入状態に保持するためコンクリート仮枠
に架け渡たされる橋架具であつて、コンクリー
ト仮枠端に仮止めされる脚部と、前記遠隔操作
装置の上端部をこれの下端部がコンクリート仮
枠内面に向けて振子運動可能に支持する支持部
とを備えてなる、橋架具。 2 水準器が設けられており、前記脚部が尖鋭状
であることを特徴とする実用新案登録請求の範
囲第1項に記載の橋架具。[Scope of Claim for Utility Model Registration] 1. A long remote control device that performs work at a distance within a space of temporary concrete frames that are spaced a predetermined distance apart in order to be inserted into the space and spanned over the temporary concrete frames. A bridge trestle, comprising legs temporarily fixed to ends of the concrete temporary frame, and a support part supporting the upper end of the remote control device so that its lower end can swing pendulumly toward the inner surface of the concrete temporary frame. A bridge tool. 2. The bridge structure according to claim 1 of the utility model registration, characterized in that a spirit level is provided and the leg portions are sharp.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17798681U JPS5884867U (en) | 1981-11-30 | 1981-11-30 | Bridge tool for remote control device inserted into the space of temporary concrete frame |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17798681U JPS5884867U (en) | 1981-11-30 | 1981-11-30 | Bridge tool for remote control device inserted into the space of temporary concrete frame |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5884867U JPS5884867U (en) | 1983-06-08 |
JPS64294Y2 true JPS64294Y2 (en) | 1989-01-06 |
Family
ID=29972364
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP17798681U Granted JPS5884867U (en) | 1981-11-30 | 1981-11-30 | Bridge tool for remote control device inserted into the space of temporary concrete frame |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5884867U (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6032510U (en) * | 1983-08-09 | 1985-03-05 | 岡本 昌典 | Device for removing the drain plug of an automobile oil pan |
-
1981
- 1981-11-30 JP JP17798681U patent/JPS5884867U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS5884867U (en) | 1983-06-08 |
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