JPH036584Y2 - - Google Patents
Info
- Publication number
- JPH036584Y2 JPH036584Y2 JP18566585U JP18566585U JPH036584Y2 JP H036584 Y2 JPH036584 Y2 JP H036584Y2 JP 18566585 U JP18566585 U JP 18566585U JP 18566585 U JP18566585 U JP 18566585U JP H036584 Y2 JPH036584 Y2 JP H036584Y2
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing bar
- reinforcing bars
- reinforcing
- steel frame
- rolling platform
- 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
- 230000003014 reinforcing effect Effects 0.000 claims description 67
- 229910000831 Steel Inorganic materials 0.000 claims description 23
- 239000010959 steel Substances 0.000 claims description 23
- 238000005096 rolling process Methods 0.000 claims description 17
- 210000000078 claw Anatomy 0.000 claims description 4
- 238000010586 diagram Methods 0.000 description 5
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 230000032258 transport Effects 0.000 description 2
- 101710179738 6,7-dimethyl-8-ribityllumazine synthase 1 Proteins 0.000 description 1
- 101710179734 6,7-dimethyl-8-ribityllumazine synthase 2 Proteins 0.000 description 1
- 101710186608 Lipoyl synthase 1 Proteins 0.000 description 1
- 101710137584 Lipoyl synthase 1, chloroplastic Proteins 0.000 description 1
- 101710090391 Lipoyl synthase 1, mitochondrial Proteins 0.000 description 1
- 101710186609 Lipoyl synthase 2 Proteins 0.000 description 1
- 101710122908 Lipoyl synthase 2, chloroplastic Proteins 0.000 description 1
- 101710101072 Lipoyl synthase 2, mitochondrial Proteins 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000000452 restraining effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
Landscapes
- Filling Or Emptying Of Bunkers, Hoppers, And Tanks (AREA)
- Wire Processing (AREA)
Description
【考案の詳細な説明】
「産業上の利用分野」
この考案は、鉄筋組立自動クレーンの把持装置
に対して鉄筋を一本づつ個別に自動的に供給する
自動鉄筋供給機に関する。[Detailed Description of the Invention] "Industrial Application Field" This invention relates to an automatic reinforcing bar feeder that automatically feeds reinforcing bars one by one to a gripping device of an automatic reinforcing bar assembly crane.
「従来の技術」
鉄筋組立の際、長く且つ重量が嵩む鉄筋は人手
若しくはクレーンのワイヤ先端に玉掛けして持ち
込みされている。``Prior Art'' When assembling reinforcing bars, long and heavy reinforcing bars are brought in by hand or by slinging them onto the tip of a crane's wire.
人手による場合はもとより、クレーンによる吊
り込みの場合にあつても鉄筋の姿勢制御のために
控え索の操作のために人手を要する。 Not only when the work is carried out manually, but also when lifting by a crane, manpower is required to control the posture of the reinforcing bars and operate the restraining rope.
そこで、本出願人は別出願にて、架台上に取付
けた旋回フレーム上に立設のマストに伸縮ブーム
を組付け、当該伸縮ブーム先端にテレスコアーム
を取付け、当該テレスコアーム先端に締付は内蔵
の皿バネ力の利用で且つ開放は油圧ジヤツキ力に
よるグリツプよりなる把持装置を設けた強風にお
いても荷振れなしに鉄筋組立作業の行える鉄筋組
立自動クレーンを提案している。 Therefore, in a separate application, the applicant has assembled a telescoping boom to a mast erected on a revolving frame mounted on a stand, a telescoping arm is attached to the tip of the telescoping boom, and a tightening mechanism is built into the tip of the telescoping arm. We have proposed an automatic reinforcing steel assembly crane that can assemble reinforcing bars without swinging even in strong winds, and is equipped with a gripping device that utilizes the force of a disc spring and is opened using a hydraulic jacking force.
これにより、作業者を重労働から解放する自動
化がなされた。 This has led to automation that relieves workers of heavy labor.
前記の把持装置は鉄筋を一本づつその中央を掴
まねばならぬので、鉄筋束より鉄筋を一本づつ人
手を介して取り出してきて把持用ステージ上に載
置する。 Since the above-mentioned gripping device must grasp the reinforcing bars one by one at the center, the reinforcing bars are manually taken out one by one from the reinforcing bar bundle and placed on the grasping stage.
「考案が解決しようとする問題点」
叙上の如く、上記の鉄筋組立自動クレーンにあ
つては、自動化が達成されているが、これに鉄筋
を供給する段階では、自動化がなされておらず、
鉄筋束より一本づつ鉄筋を引き出し設置する作業
は極めて困難で、作業員の疲労や安全性から問題
となつている。``Problem that the invention attempts to solve'' As mentioned above, automation has been achieved in the automatic crane for assembling reinforcing bars, but the stage of supplying reinforcing bars to this crane has not been automated.
Pulling out and installing reinforcing bars one by one from a bundle of reinforcing bars is extremely difficult, and poses problems in terms of worker fatigue and safety.
「問題点を解決するための手段」、「作用」
本案は叙上の事情に鑑みなされたもので、束状
で搬入の鉄筋を振動で平列状に整列させるべく受
面裏側にバイブレーターを備え、緩やかな傾斜度
に設計の鋼枠組よりなる鉄筋受台の下端に、勾配
板状の堰部を介して転り面に連らなり下端に堰止
め部を有する鋼枠組よりなる鉄筋転り台を連設
し、該鉄筋転り台の始端の該堰部の幅方向両側に
は、側面先端に爪部を設けた揺動円弧プレートよ
りなる堰部を超えて鉄筋を鉄筋転り台上に乗せる
ための単一鉄筋掛け上げ装置を設けると共に該堰
止め部の幅方向中央には、上広がりに立ち上がる
外側固定鋼枠と上広がりの立ち上がり姿勢と該鉄
筋転り台面より以下の伏姿勢との間で揺動する内
側可動鋼枠とを対峙させてなるグリツプを突き出
したところの自動クレーンの把持装置を該堰止め
部の鉄筋の中央に案内するグリツプガイドを設け
るとして、自動鉄筋供給機を実現し、既述の鉄筋
供給段階での完全自動化を達成した点にある。``Means for solving problems'' and ``effects'' This proposal was made in view of the above circumstances, and is equipped with a vibrator on the back side of the receiving surface in order to vibrate the reinforcing bars brought in in bundles and align them in parallel. , a reinforcing bar rolling platform made of a steel framework that is connected to the rolling surface via a slope plate-shaped dam and has a dam stop at the lower end of the reinforcing bar pedestal, which is made of a steel framework designed to have a gentle slope. are installed in series, and on both sides in the width direction of the weir section at the starting end of the reinforcing bar rolling platform, the reinforcing bars are placed on the reinforcing bar rolling platform beyond the weir section, which is made up of swinging arc plates with claws provided at the tips of the side surfaces. A single reinforcing bar hoisting device is provided for loading the reinforcing bars, and at the center of the width direction of the dam, there is an outer fixed steel frame that stands up in an upwardly extending position, and a standing position in which the reinforcing bars are placed in a rising position, and a prone position below the surface of the reinforcing bar. An automatic reinforcing bar feeder is realized by providing a grip guide that guides the grasping device of an automatic crane, which has a protruding grip formed by facing an inner movable steel frame that swings between the two, to the center of the reinforcing bars of the damming part. The point is that complete automation has been achieved at the reinforcing bar supply stage mentioned above.
「実施例」 以下、これを図に基づいて詳細に説明する。"Example" This will be explained in detail below based on the drawings.
第1図は本案自動鉄筋供給機の全体平面図、第
2〜4図は第1図中−矢視の側端面図、−
矢視の駆動源機構説明図、−矢視の鉄筋自
動供給機構説明図である。 Figure 1 is an overall plan view of the automatic reinforcing bar feeder according to the present invention, Figures 2 to 4 are side end views in the direction of arrows in Figure 1;
They are an explanatory diagram of the drive source mechanism in the direction of arrows, and an explanatory diagram of the reinforcing bar automatic supply mechanism in the direction of - arrows.
図中1は緩やかな傾斜度に架設の横架材が間隔
をもつて配列された鋼枠組よりなる鉄筋受台で、
この上に持ち込まれてくる束状の鉄筋2,……を
平列状に整列させるべく受面裏側の所定箇所にバ
イブレーター3,……が付備されている。 In the figure, 1 is a reinforcing bar pedestal made of a steel framework with horizontal members arranged at intervals on a gentle slope.
A vibrator 3, . . . is provided at a predetermined location on the back side of the receiving surface in order to align the bundled reinforcing bars 2, . . . brought in parallel.
当該鉄筋受台1の下端には、同じく鋼枠組に
て、勾配板状の堰部4を介して鉄筋転り台5が連
設され、当該転り台5の下端には突き出し鋼枠組
支柱6により堰止め部が構成されている。 At the lower end of the reinforcing bar pedestal 1, a reinforcing bar rolling platform 5 is connected, also made of steel framework, via a slope plate-shaped dam 4, and at the lower end of the reinforcing bar holder 5, a protruding steel frame support 6 is provided. The dam is constructed by the dam.
叙上途中に堰部を有する鋼枠組は当然のことな
がら長尺の鉄筋が安定して搭載するのに充分な幅
寸法に設計される。 Naturally, the steel framework that has a weir part in the middle of the construction is designed to have a width sufficient to allow long reinforcing bars to be stably mounted.
7は該堰部4の鉄筋2点支持に好適な幅方向両
側位置に配設の側面先端部に鉄筋掛け上げ用の爪
部7aを設けた所定角範囲を揺動する単一鉄筋掛
け上げの円弧プレートで、これは揺動円弧状プレ
ート7が所定角内で往復揺動することによつて鉄
筋2を1本づつ堰部4の頂上を超えるレベルにま
で持ち上げ搬送し、旧位置に復帰する動きをする
もので、この間、プレート7の円周面7bは次位
の鉄筋の被掛け上げ位置への前進を阻止する役を
果たすものである。 Reference numeral 7 denotes a single reinforcing bar hoisting mechanism which swings within a predetermined angular range and has claws 7a for hoisting the reinforcing bars at the tips of the side surfaces disposed at positions on both sides in the width direction suitable for supporting two reinforcing bars of the weir section 4. This is an arcuate plate, and by reciprocating the swinging arcuate plate 7 within a predetermined angle, it lifts and transports the reinforcing bars 2 one by one to a level exceeding the top of the weir section 4, and then returns to the old position. During this movement, the circumferential surface 7b of the plate 7 serves to prevent the next reinforcing bar from advancing to the hoisting position.
この駆動機構は、鉄筋転り台5鋼枠組中央部に
設置のモーター8よりギヤ9,10を介して伝動
の回動軸11に、該プレート7がキー止めされる
ことである。 In this drive mechanism, the plate 7 is keyed to a rotating shaft 11 which is transmitted via gears 9 and 10 from a motor 8 installed in the center of the steel frame of the reinforcing bar rolling table 5.
鉄筋転り台5上に放り出された鉄筋2は慣性力
もあり、支柱6の堰止め部にまですみやかに転つ
ていく。 The reinforcing bars 2 thrown onto the reinforcing bar rolling table 5 also have inertial force, and quickly roll over to the dam stop part of the column 6.
12は前記堰止め部の幅方向中央に設けられる
鉄筋組立自動クレーンのグリツプ13を鉄筋2の
中央に案内するガイドで、これは外方に傾倒姿勢
の外側固定鋼枠12aと、これに対峙した対称に
傾斜姿勢になる内側可動鋼枠12bとからなるも
ので、あたかも上方に手を広げたガイド姿勢時に
は、グリツプ13は底部にある鉄筋2に向けてガ
イドされることとなる。 Reference numeral 12 denotes a guide for guiding a grip 13 of an automatic reinforcing steel assembly crane provided at the center in the width direction of the dam part to the center of the reinforcing steel 2, and this guide faces the outer fixed steel frame 12a which is tilted outward. It consists of an inner movable steel frame 12b that takes a symmetrical tilted position, and when the grip 13 is in the guiding position as if the hand is spread upward, the grip 13 is guided toward the reinforcing bar 2 at the bottom.
図より明らかなる如く、可動鋼枠12bが起立
していると転り台5に放り出された鉄筋は堰止め
部にまで行くことは出来ないので、この様な時の
可動鋼枠12bは転り台5面下に格納される。 As is clear from the figure, if the movable steel frame 12b is upright, the reinforcing bars thrown onto the rolling platform 5 cannot reach the dam stop, so the movable steel frame 12b in such a case will not roll. It is stored under the 5th side of the stand.
すなわち下端を枢止15の可沈鋼枠12bはそ
の中途にて該回動軸11に組付きのクランク16
の先端が枢止17されており、鉄筋転り時には格
納姿勢に、鉄筋転り完了時には起立姿勢になるよ
うに揺動する。 That is, the sinkable steel frame 12b whose lower end is pivoted 15 has a crank 16 attached to the rotating shaft 11 in the middle thereof.
The tip of the bar is pivoted 17, and it swings into a retracted position when rolling the reinforcing bars and into an upright position when the rolling of the reinforcing bars is completed.
上述の揺動をもたらす回動軸11の所定角内で
の往復回動制御は第5図に示される要領にてなさ
れる。 The reciprocating rotation control within a predetermined angle of the rotation shaft 11 that causes the above-mentioned rocking is performed in the manner shown in FIG.
すなわち、堰部4に設けたリミツトスイツチ
LS−1は鉄筋2の存在を検知してモーター8を
駆動してプレート7を回動させ鉄筋2の掛け上げ
搬送をする。 In other words, the limit switch provided in the weir section 4
The LS-1 detects the presence of the reinforcing bars 2, drives the motor 8, rotates the plate 7, and transports the reinforcing bars 2.
この時、可動鋼枠12bは格納方向に動ごく。 At this time, the movable steel frame 12b moves in the storage direction.
鉄筋2が堰部4の頂上を超えるレベルに達する
個所に設置のリミツトスイツチLS−2の検知に
よりモーター8は停止する。 The motor 8 is stopped by detection by a limit switch LS-2 installed at a point where the reinforcing bar 2 reaches a level exceeding the top of the weir section 4.
転り台5を鉄筋2は転がり落ち、支柱6に突き
当たると、ここに設置のリミツトスイツチLS−
3が検知し、モーター8を逆回転駆動する。 The reinforcing bar 2 rolls down the rolling table 5, and when it hits the pillar 6, the limit switch LS installed here is activated.
3 is detected and drives the motor 8 in reverse rotation.
これにより、プレート7や旧位置に向けて復帰
し、可動鋼枠12bは起立する。 As a result, the movable steel frame 12b returns toward the plate 7 and the old position, and the movable steel frame 12b stands up.
上記旧位置相当部に設置のリミツトスイツチ
LS−4が復帰を検知しモーター8を停止させる。 Limit switch installed in the area corresponding to the old location above
LS-4 detects the return and stops motor 8.
以下、同手順にて、鉄筋2を1本づつグリツプ
13に対して供給するものである。 Thereafter, the reinforcing bars 2 are fed to the grip 13 one by one using the same procedure.
図中14は鉄筋受台1の傾斜設定用アジヤスタ
ーボルトである。 14 in the figure is an adjuster star bolt for setting the inclination of the reinforcing bar holder 1.
「考案の効果」
以上の如く、本願によるならば、本出願人が開
発の鉄筋自動クレーンに対する鉄筋供給が完全に
自動化し得るので、一連の鉄筋取扱い作業の完全
自動化が実現され得るものとなり実際上極めて好
適である。"Effect of the invention" As described above, according to the present application, the rebar supply to the rebar automatic crane developed by the present applicant can be completely automated, so that complete automation of a series of rebar handling operations can be realized, which is practical. Very suitable.
第1図は本案自動鉄筋供給機の全体平面図、第
2〜4図は第1図中〜矢視の側端面図、〜
矢視の駆動源機構説明図、〜矢視の鉄筋自
動供給機構説明図、第5図は制御要領説明図であ
る。
1……鉄筋受台、2……鉄筋、3……バイブレ
ーター、4……堰部、5……鉄筋転り台、6……
突き出し鋼枠組支柱、7……円弧プレート、7a
……爪部、7b……円周面、8……モーター、
9,10……ギヤ、11……回動軸、12……ガ
イド、12a……外側固定鋼枠、12b……内側
可動鋼枠、13……グリツプ、14……傾斜設定
用アジヤスターボルト、15……枢止、16……
クランク、17……枢止。
Figure 1 is an overall plan view of the proposed automatic reinforcing bar feeder, Figures 2 to 4 are side end views taken in the direction of the arrows in Figure 1, and ~
An explanatory diagram of the drive source mechanism in the direction of arrows, an explanatory diagram of the reinforcing bar automatic supply mechanism in the direction of arrows, and FIG. 5 are diagrams for explaining the control procedure. 1...Reinforcing bar cradle, 2...Reinforcing bar, 3...Vibrator, 4...Weir, 5...Reinforcing bar rolling table, 6...
Extruded steel frame support, 7... Arc plate, 7a
...Claw portion, 7b...Circumferential surface, 8...Motor,
9, 10... Gear, 11... Rotating shaft, 12... Guide, 12a... Outer fixed steel frame, 12b... Inner movable steel frame, 13... Grip, 14... Adjuster star bolt for tilt setting, 15... Pivot stop, 16...
Crank, 17... Pivotal stop.
Claims (1)
べく受面裏側にバイブレーターを備え、緩やかな
傾斜度に設計の鋼枠組よりなる鉄筋受台の下端
に、勾配板状の堰部を介して転り面に連らなり下
端に堰止め部を有する鋼枠組よりなる鉄筋転り台
を連設し、該鉄筋転り台の始端の該堰部の幅方向
両側には、側面先端に爪部を設けた揺動円弧プレ
ートよりなる堰部を超えて鉄筋を鉄筋転り台上に
乗せるための単一鉄筋掛け上げ装置を設けると共
に該堰止め部の幅方向中央には、上広がりに立ち
上がる外側固定鋼枠と上広がりの立ち上がり姿勢
と該鉄筋転り台面より以下の伏姿勢との間で揺動
する内側可動鋼枠とを対峙させてなるグリツプを
突き出したところの自動クレーンの把持装置を該
堰止め部の鉄筋の中央に案内するグリツプガイド
を設けるとしてなることを特徴とする自動鉄筋供
給機。 A vibrator is installed on the back side of the receiving surface in order to vibrate and align reinforcing bars brought in in the form of a bundle in a parallel manner. A reinforcing bar rolling platform made of a steel framework is connected to the rolling surface and has a dam stop at the lower end, and on both sides in the width direction of the dam at the starting end of the reinforcing bar rolling platform, claws are installed at the tips of the side surfaces. A single reinforcing bar hoisting device is provided to place the reinforcing bars on a reinforcing bar rolling platform beyond the weir part, which is made of a swinging arc plate with a section, and at the center of the width direction of the weir part, there is a device that stands up and spreads upward. A gripping device for an automatic crane in which a grip is protruded from an outer fixed steel frame and an inner movable steel frame that swings between an upwardly spread standing position and a lowered position below the reinforcing bar rolling platform face. An automatic reinforcing bar feeder characterized in that a grip guide is provided to guide the reinforcing bars to the center of the damming part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18566585U JPH036584Y2 (en) | 1985-12-02 | 1985-12-02 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18566585U JPH036584Y2 (en) | 1985-12-02 | 1985-12-02 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6296029U JPS6296029U (en) | 1987-06-19 |
| JPH036584Y2 true JPH036584Y2 (en) | 1991-02-19 |
Family
ID=31134506
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP18566585U Expired JPH036584Y2 (en) | 1985-12-02 | 1985-12-02 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH036584Y2 (en) |
-
1985
- 1985-12-02 JP JP18566585U patent/JPH036584Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6296029U (en) | 1987-06-19 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109014516B (en) | Stud welding device capable of being used on construction site | |
| JPS63500252A (en) | Method and device for constructing wall sections from block materials | |
| US3223199A (en) | Scaffolding hoist | |
| JPH08209629A (en) | Overhanging type construction device for bridge | |
| JPS62293084A (en) | Automatic device for lining inner wall of vessel by brick | |
| JP2899146B2 (en) | Forming panel sorting device | |
| JPH084034A (en) | Construction method of basement skeleton in reverse construction of building | |
| JP4808015B2 (en) | Electric lifting device | |
| JP3200001B2 (en) | Holder for lifting one end of heavy objects | |
| KR102019738B1 (en) | Material input apparatus for forklift | |
| JPH0729107Y2 (en) | Simple crane | |
| JP3302803B2 (en) | Gondola cage | |
| CN222009514U (en) | Fitment frame with material loading structure | |
| JPH0643110Y2 (en) | Aerial work vehicle | |
| KR100403920B1 (en) | Welding system for steel box | |
| JP4518982B2 (en) | Brick arranging apparatus and method for converter | |
| JP2021095760A (en) | Unloading device | |
| JPH0758013B2 (en) | Chimney dismantling device | |
| CN212799157U (en) | Protection device for elevator installation | |
| JPH0475338B2 (en) | ||
| JPS63201268A (en) | Large stacked stone assembling apparatus | |
| CN211393655U (en) | Building engineering material lifting machine | |
| JP4124917B2 (en) | Pillar building device and pillar building method | |
| JPH04168213A (en) | Method and apparatus for laying brick in converter | |
| JPH08282970A (en) | Equipment for dismantling or assembling a temporary mast |