JPH044410B2 - - Google Patents
Info
- Publication number
- JPH044410B2 JPH044410B2 JP4754986A JP4754986A JPH044410B2 JP H044410 B2 JPH044410 B2 JP H044410B2 JP 4754986 A JP4754986 A JP 4754986A JP 4754986 A JP4754986 A JP 4754986A JP H044410 B2 JPH044410 B2 JP H044410B2
- Authority
- JP
- Japan
- Prior art keywords
- bucket
- concrete
- landing
- transport
- running path
- 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
- 230000002265 prevention Effects 0.000 claims description 10
- 238000010276 construction Methods 0.000 description 6
- 230000003287 optical effect Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000013459 approach Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000007943 implant Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Description
【発明の詳細な説明】
〈産業上の利用分野〉
本発明は、ケーブルクレーンのキヤリアに吊り
下げられたバケツトに運搬車を介してコンクリー
トを積み込むために上記キヤリアの走行方向に交
差して設けられるコンクリート運搬線に関する。[Detailed Description of the Invention] <Industrial Application Field> The present invention is provided to intersect with the traveling direction of the carrier of a cable crane in order to load concrete via a carrier onto a bucket suspended from the carrier of a cable crane. Concerning concrete conveyance lines.
〈従来の技術〉
一般に、コンクリートダムの建設におけるコン
クリートの運搬は、ケーブルクレーンのバケツト
と運搬台車の組み合わせによつて行なわれてい
る。第5図はその概要を示しており、ケーブルク
レーン50は、谷を横切つて渡した主索51の一
端を固定基礎52に固定し、他端を対岸の固定基
礎53,54間に張架した軌索55上を移行(矢
印A参照)し得るトロリー56に固定するととも
に、上記主索51に走行索で移動(矢印B参照)
せしめられるキヤリア57を載せ、このキヤリア
57に巻き上げ索で昇降(矢印C参照)せしめら
れるバケツト58も吊り下げて、バケツト58に
積み込んだコンクリートを任意の打設場所まで運
搬するものである。<Prior Art> In general, concrete is transported in the construction of concrete dams using a combination of a bucket of a cable crane and a transport truck. FIG. 5 shows an outline of the system, in which the cable crane 50 fixes one end of the main rope 51 that has been passed across the valley to a fixed foundation 52, and stretches the other end between the fixed foundations 53 and 54 on the opposite bank. It is fixed to a trolley 56 that can move on the track rope 55 (see arrow A), and is moved by a running cable to the main rope 51 (see arrow B).
A bucket cart 58 which is raised and lowered (see arrow C) by a hoisting cable is also suspended from the carrier 57, and the concrete loaded in the bucket cart 58 is transported to an arbitrary pouring site.
上記ケーブルクレーン50の主索51に交差し
てダム59の片側のダム計画天端よりも高い位置
に水平に設けられるコンクリート運搬線60は、
従来、コンクリートプラント61へ向かう走行路
62とこの走行路62に沿つて谷側を略バケツト
58の高さ分だけ掘削して形成した着床盤63
(第6図参照)とからなり、走行路62のレール
64上を往復動する運搬台車65がコンクリート
プラント61からコンクリートを運んできて、着
床盤63上に戻つてくるバケツト58に上方から
コンクリートを積み込むようになつている。最近
では、主索51の位置からバケツト58の着床位
置を予め算出し、着床位置近くまで運搬台車65
が自動走行して停止し、バケツト着床後再び走行
しバケツトを検知して停止するようにした自動運
転式のコンクリート運搬線が提案されている(特
公昭54−43817号公報)。 The concrete conveyance line 60 intersects with the main rope 51 of the cable crane 50 and is installed horizontally at a position higher than the planned dam top of one side of the dam 59.
Conventionally, a landing plate 63 is formed by excavating a running path 62 heading toward a concrete plant 61 and a valley side along this running path 62 by approximately the height of the bucket 58.
(See Fig. 6), a transport cart 65 that reciprocates on rails 64 of a running path 62 carries concrete from the concrete plant 61, and a bucket 58 that returns to the landing plate 63 receives the concrete from above. It is starting to be loaded with. Recently, the landing position of the bucket 58 is calculated in advance from the position of the main rope 51, and the transport trolley 65 is moved close to the landing position.
A self-driving concrete transport line has been proposed in which the line automatically runs and stops, runs again after the bucket reaches the floor, and then stops when the bucket is detected (Special Publication No. 43817/1983).
〈発明が解決しようとする問題点〉
ところが、上記自動運転式のコンクリート運搬
線においても、走行路62とバケツトの着床盤6
3の間に従来と同様前述の如き段差66があるた
め、様々な不都合が生じる。即ち、ダム建設時に
は段差をつけるため走行路62に沿つて長い距離
を掘削し、床、壁部にコンクリートを打設する必
要があり、ダム完成後に走行路62をダム湖周回
道路として利用するには、段差66を埋め戻す必
要があるため、建設費が増大するという欠点があ
る。また、手操作されるケーブルクレーン50に
吊り下げられたバケツト58は着床の際降下中に
揺れることが多いが、このバケツト58に対して
走行路62上の運搬台車65を防護する壁が全く
ないため、衝突防止のため運搬台車65をバケツ
トの着床予定位置の手前で前述の如く一旦停止さ
せざるをえず、自動運転式にも拘わらずコンクリ
ートの積み込み時間が長くなるという欠点があ
る。さらに、立地条件等によつてダム計画天端が
着床盤63よりも高い場合には、バケツト着床位
置での堤体コンクリートが打設できないという欠
点もある。<Problems to be Solved by the Invention> However, even in the above-mentioned self-driving concrete conveyance line, the running path 62 and the bucket landing plate 6
Since there is a step 66 as described above between 3 and 3 as in the conventional case, various inconveniences occur. That is, when constructing a dam, it is necessary to excavate a long distance along the running road 62 to create a level difference, and to pour concrete into the floor and walls. However, since it is necessary to backfill the step 66, there is a disadvantage that the construction cost increases. In addition, the bucket 58 suspended from the manually operated cable crane 50 often shakes while descending when landing on the floor, but there is no wall to protect the transport cart 65 on the running path 62 from the bucket 58. Therefore, in order to prevent a collision, the transport cart 65 has to be temporarily stopped in front of the scheduled landing position of the bucket as described above, and there is a drawback that the concrete loading time becomes long despite the automatic operation type. Furthermore, if the planned top of the dam is higher than the landing plate 63 due to location conditions, etc., there is also the drawback that concrete cannot be poured at the bucket landing position.
そこで、本発明の目的は、走行路と着床盤の間
の段差をなくしても運搬台車の衝突を防止できる
ようにすることによつて、建設費を節減でき、か
つバケツト着床予定位置の隣に予め運搬台車を停
止させていても運搬台車に対するバケツトの衝突
を防止できるようにして、コンクリートの積み込
み時間を短縮できるコンクリート運搬線を提供す
ることである。 SUMMARY OF THE INVENTION Therefore, an object of the present invention is to prevent collisions of transport carts even if there is no level difference between the travel path and the landing platform, thereby reducing construction costs and reducing the expected landing position of the bucket. To provide a concrete transport line capable of shortening concrete loading time by preventing a bucket from colliding with a transport cart even if the transport cart is previously stopped next to it.
〈問題点を解決するための手段〉
上記目的を達成するため、本発明のコンクリー
ト運搬線は、コンクリートプラントへ向かう運搬
車の走行路とこの走行路に交差して動くケーブル
クレーンのバケツトのために上記走行路に沿つて
設けられる着床盤とを同一水平面上に形成すると
ともに、上記走行路と着床盤との間に、上記バケ
ツトが走行路に沿つて移動しうる区域にわたつて
衝突防止柵を立設したことを特徴とする。<Means for Solving the Problems> In order to achieve the above object, the concrete conveyance line of the present invention is designed to provide a concrete transport line for a traveling path of a transport vehicle heading for a concrete plant and a bucket for a cable crane that moves across this traveling path. A landing plate provided along the running path is formed on the same horizontal plane, and a collision prevention device is provided between the running path and the landing plate over an area where the bucket can move along the running path. It is characterized by having a fence erected.
〈作用〉
コンクリート運搬線の建設の際、着床盤を走行
路より低く掘削する必要がない。さらに、建設後
は、衝突防止柵によつてバケツトと運搬車の衝突
が防止されるので、運搬車を予めバケツトの着床
予定位置に停止させておくことができる。<Function> When constructing a concrete conveyance line, there is no need to excavate the landing plate lower than the running path. Furthermore, after construction, the collision prevention fence prevents collisions between the bucket and the transport vehicle, so the transport vehicle can be stopped in advance at the position where the bucket is expected to land.
〈実施例〉
以下、本発明を図示の実施例により詳細に説明
する。<Example> Hereinafter, the present invention will be explained in detail with reference to illustrated examples.
第1図はコンクリート運搬線の正面図であり、
1は図示しないコンクリートプラントへ向かつて
紙面に垂直な方向に谷に沿つて水平に形成した走
行路、3はこの走行路1に敷設したレール2上を
走行する運搬台車、4は谷側に上記走行路1に沿
つて同一水平面で形成した着床盤、5は谷を横切
つて動くケーブルクレーンのキヤリア(図示せ
ず)に吊ワイヤ6で吊り下げられ、上記着床盤4
上で運搬台車3からコンクリートを積み込まれる
バケツト、7は上記走行路1と着床盤4との間に
バケツト5が移動しうる区域にわたつて立設した
衝突防止柵である。 Figure 1 is a front view of the concrete conveyance line.
1 is a running path formed horizontally along a valley in a direction perpendicular to the plane of the paper toward a concrete plant (not shown); 3 is a transport vehicle running on rails 2 laid on this running path 1; 4 is the above-mentioned vehicle on the valley side. A landing board 5 formed on the same horizontal plane along the running path 1 is suspended by a hanging wire 6 from a carrier (not shown) of a cable crane moving across the valley, and the landing board 5 is
The bucket cart 7 on which concrete is loaded from the transport truck 3 is a collision prevention fence erected over the area where the bucket cart 5 can move between the traveling path 1 and the landing platform 4.
上記運搬台車3は、第1,2図に示すように、
車体8の下面に車輪9,9を回転自在に取り付
け、一方の車輪9を車体8に固定したモータ10
によりチエーン11を介して回転駆動するととも
に、車体8の衝突防止柵7側の上面に支柱12,
12を立設し、これら支柱12,12の上端に、
上面が台形状に広く開口し(第3図参照)下部が
狭まつた箱形のコンクリート貯溜タンク13を、
側部に固定したブラケツト14,14を介して回
動自在に枢着し、このコンクリート貯溜タンク1
3の下端を車体上面の支柱12と反対側に設けた
支持台15で支持してなる。そして、支柱12と
支持台15間の車体上面に基端を枢着した油圧シ
リンダ16,16のロツド17,17を上記コン
クリート貯溜タンク13の側部中央にピン18,
18で連結して、このロツド17の突出によつて
コンクリート貯溜タンク13を矢印X方向へ2点
鎖線で示す位置まで回動させるようにしている。
なお、コンクリート貯溜タンク13の上部前端、
支持台15の上面および車体8の前後端面にはゴ
ム等でなる緩衝材19,20,21が夫々取り付
けられ、コンクリート貯溜タンク下側部にはタン
ク内のコンクリートを振動させる振動バイブレー
タ22が取り付けられている。上記支柱12,1
2間の車体上面にはエアシリンダ23が設けら
れ、そのロツド24の先端が衝突防止柵7を貫い
て突出して、バケツト5のゲート開閉用エアのレ
シーバタンク37へ連なる逆止弁付きの給気口3
8に嵌合するようになつており、支持台15内に
設けられた電動エアコンプレツサ25からホース
26を経て上記ロツド24の先端に圧縮空気が供
給される。また、上記支柱12,12の上部間に
渡した横材27の中央には、バケツト5の両側の
吊り金具40に渡した横材41の中央に取り付け
られた反射鏡42に対向するよう(第1図中一点
鎖線参照)光センサ28を固定している。さら
に、車体8のコンクリートプラント側端部上面に
は、バケツト着床予定位置を表わす信号等を送る
制御信号線と動力線からなるケーブル29を巻き
付けて運搬台車3の走行に合わせて回転駆動され
るケーブルリール30を軸架する一方、他端部上
面には上記制御信号に基づいてモータ10、油圧
シリンダ16、エアシリンダ23、電動エアコン
プレツサ25、光センサ27、ケーブルリール3
0を制御する制御盤31を立設している。 As shown in FIGS. 1 and 2, the transport vehicle 3 is
A motor 10 has wheels 9, 9 rotatably attached to the lower surface of a vehicle body 8, and one wheel 9 fixed to the vehicle body 8.
At the same time, a support 12 is mounted on the upper surface of the vehicle body 8 on the collision prevention fence 7 side.
12 is erected, and at the upper end of these supports 12, 12,
The box-shaped concrete storage tank 13 has a wide trapezoidal opening at the top (see Figure 3) and a narrow bottom.
This concrete storage tank 1 is rotatably connected via brackets 14 fixed to the sides.
3 is supported by a support stand 15 provided on the opposite side of the support column 12 on the upper surface of the vehicle body. Then, the rods 17, 17 of the hydraulic cylinders 16, 16, whose base ends are pivotally connected to the upper surface of the vehicle body between the support column 12 and the support base 15, are attached to the pin 18 at the center of the side of the concrete storage tank 13.
18, and by the protrusion of this rod 17, the concrete storage tank 13 is rotated in the direction of arrow X to the position shown by the two-dot chain line.
In addition, the upper front end of the concrete storage tank 13,
Cushioning materials 19, 20, 21 made of rubber or the like are attached to the upper surface of the support stand 15 and the front and rear end surfaces of the vehicle body 8, respectively, and a vibration vibrator 22 for vibrating the concrete in the tank is attached to the lower side of the concrete storage tank. ing. The above pillar 12,1
An air cylinder 23 is provided on the upper surface of the vehicle body between the two, and the tip of the rod 24 protrudes through the collision prevention fence 7, and connects to a receiver tank 37 for air for opening and closing the gate of the bucket 5. An air cylinder 23 is provided with a check valve. Mouth 3
8, and compressed air is supplied to the tip of the rod 24 from an electric air compressor 25 provided within the support base 15 via a hose 26. In addition, at the center of the horizontal member 27 passed between the upper parts of the pillars 12, 12, a reflecting mirror 42 attached to the center of the horizontal member 41 passed to the hanging fittings 40 on both sides of the bucket bag 5 is placed. 1)) The optical sensor 28 is fixed. Furthermore, a cable 29 consisting of a control signal line and a power line for sending a signal indicating the planned landing position of the bucket is wound around the upper surface of the concrete plant side end of the vehicle body 8, and is driven to rotate as the transport trolley 3 travels. While the cable reel 30 is mounted on the shaft, the motor 10, the hydraulic cylinder 16, the air cylinder 23, the electric air compressor 25, the optical sensor 27, and the cable reel 3 are mounted on the upper surface of the other end based on the above control signals.
A control panel 31 for controlling 0 is installed upright.
上記バケツト5は、円筒状の保持枠32内に上
端が開口した漏斗状容器33を収容し、この漏斗
状容器33の下端に開閉自在に取り付けたゲート
34をエアシリンダ35で開閉するようになつて
おり、エアシリンダ35は、無線受信器36で受
信されたゲート開閉信号に基づいてレシーバタン
ク37からホース39を経て給排される圧縮空気
で駆動される。 The bucket 5 houses a funnel-shaped container 33 with an open upper end in a cylindrical holding frame 32, and a gate 34 attached to the lower end of the funnel-shaped container 33 so as to be openable and closable is opened and closed by an air cylinder 35. The air cylinder 35 is driven by compressed air supplied and discharged from the receiver tank 37 via the hose 39 based on the gate opening/closing signal received by the wireless receiver 36.
上記衝突防止柵7は、第4図にも示すように、
走行路1と着床盤4の間の基礎コンクリート43
に下端を埋め込んで所定間隔で立設したH型鋼か
らなる支柱44を互いに同一H型鋼からなる4列
の横桟45で接合してなり、各横桟45の着床盤
側表面にはゴム等でなる緩衝材46を取り付けて
おり、柵の高さはレール2上を走行する運搬台車
3の支柱12の高さに略等しい。 As shown in FIG. 4, the collision prevention fence 7 is
Foundation concrete 43 between running path 1 and landing plate 4
Supports 44 made of H-shaped steel with their lower ends embedded in the walls and erected at predetermined intervals are connected to each other by four rows of horizontal bars 45 made of the same H-shaped steel, and the surface of each horizontal bar 45 on the landing board side is coated with rubber, etc. The height of the fence is approximately equal to the height of the support column 12 of the carriage 3 running on the rail 2.
上記構成のコンクリート運搬線の動きについて
次に述べる。 The movement of the concrete conveying line with the above configuration will be described next.
コンクリートプラント(第5図中61参照)まで
戻つてコンクリート貯溜タンク13にコンクリー
トを投入された運搬台車3は、走行路1のレール
2上をケーブルクレーン(同50参照)に向かつて
走行しつつ、車輪9の回転数をパルス変換して台
車位置信号としてケーブル29を経てコンクリー
トプラント内の運搬制御装置(図示せず)に出力
する。一方、コンクリートを搭載して打設場まで
走行したケーブルクレーンのバケツト5は、無線
受信器36で受信されたゲート開信号によつてゲ
ート34を開いてコンクリートを放出し、次いで
ゲート閉信号によつてゲートを閉じて、着床盤4
に向かつて戻つてくる。このとき、バケツト走行
路の所定位置に設置されたバケツト位置検出器
(図示せず)が、ケーブルクレーン主索(第5図
中51参照)位置、キヤリア(57)位置、バケツト
高さを夫々検出して、バケツト位置信号をウイン
チ自動制御装置(図示せず)と上記運搬制御装置
に出力する。これによつて、ウインチ自動制御装
置は、着床前の所定空間においてキヤリアの走行
ウインチとバケツトの巻ウインチを自動制御して
バケツトを次第に減速し高さ調整して、円滑に着
床盤4に着床させる。このとき、バケツト5が揺
れても、衝突防止柵7があるためバケツト5が運
搬車3に当たることはない。一方、運搬制御装置
は、上記台車位置信号とバケツト位置信号によつ
てバケツト着床位置を算出し、運搬台車が次第に
減速してこの位置で停止するように運搬台車3の
走行を制御する。 After returning to the concrete plant (see 61 in Figure 5) and loading concrete into the concrete storage tank 13, the transport trolley 3 travels on the rail 2 of the running path 1 towards the cable crane (see 50 in Figure 5). The rotation speed of the wheels 9 is converted into pulses and output as a truck position signal to a transportation control device (not shown) in the concrete plant via a cable 29. On the other hand, the cable crane bucket 5 loaded with concrete and traveling to the pouring site opens the gate 34 and discharges the concrete in response to the gate open signal received by the radio receiver 36, and then releases the concrete in response to the gate close signal. Close the gate and place the landing board 4.
Heading towards and coming back. At this time, a bucket position detector (not shown) installed at a predetermined position on the bucket travel path detects the cable crane main rope (see 51 in Figure 5) position, carrier (57) position, and bucket height. Then, a bucket position signal is output to a winch automatic control device (not shown) and the transport control device. As a result, the automatic winch control device automatically controls the carrier's traveling winch and the bucket's hoisting winch in a predetermined space before landing, gradually decelerating and adjusting the height of the bucket, and smoothly landing on the landing board 4. Let it implant. At this time, even if the bucket cart 5 shakes, the bucket cart 5 will not hit the transport vehicle 3 because of the collision prevention fence 7. On the other hand, the transportation control device calculates the bucket landing position based on the truck position signal and the bucket position signal, and controls the travel of the transportation truck 3 so that the transportation truck gradually decelerates and stops at this position.
かくして、運搬台車3が着床盤4上のバケツト
5に近づくと、第1図の一点鎖線に示すように、
運搬台車3の光センサ28がバケツト5の反射鏡
42で反射された光を検知して、運搬台車3を正
確にバケツト5に位置合わせして停止させる。続
いて、ケーブル29を経る運搬制御装置からの制
御信号によつて、油圧シリンダ16,16のロツ
ド17,17が突出して、コンクリート貯溜タン
ク13が第1図の矢印X方向へ回動してサイドダ
ンプし、タンク内のコンクリートは上方からバケ
ツト5内へ投入される。また、エアシリンダ23
のロツド24が突出して、その先端がバケツト5
の給気口38に嵌合するとともに、電動エアコン
プレツサ25が駆動されて、圧縮空気がホース2
6を経てレシーバタンク37に充填される。な
お、1回の充填でゲート34を数回開閉できる圧
縮空気量が供給される。 In this way, when the transport cart 3 approaches the bucket 5 on the landing plate 4, as shown by the dashed line in FIG.
A light sensor 28 of the transport cart 3 detects the light reflected by the reflecting mirror 42 of the bucket cart 5, and the transport cart 3 is accurately positioned on the bucket cart 5 and stopped. Subsequently, the rods 17, 17 of the hydraulic cylinders 16, 16 are protruded by a control signal from the conveyance control device via the cable 29, and the concrete storage tank 13 is rotated in the direction of the arrow X in FIG. The concrete in the tank is dumped into the bucket 5 from above. In addition, the air cylinder 23
The rod 24 protrudes, and its tip is attached to the bucket 5.
At the same time, the electric air compressor 25 is driven and the compressed air is supplied to the hose 2.
6, the receiver tank 37 is filled. In addition, an amount of compressed air that can open and close the gate 34 several times is supplied with one filling.
バケツト5へのコンクリートの投入が終わる
と、運搬台車3は、上記制御信号による自動制御
で、油圧シリンダ16のロツド17を没入させて
コンクリート貯溜タンク13をもとの位置に戻
し、電動エアコンプレツサ25を停止し、エアシ
リンダ23のロツド24を没入させた後、レール
2上を再びコンクリートプラントへ向かう一方、
バケツト5は、ケーブルクレーンの手動運転によ
つて次の打設場へ走行せしめられる。 When concrete has been poured into the bucket 5, the transport vehicle 3 retracts the rod 17 of the hydraulic cylinder 16 to return the concrete storage tank 13 to its original position under automatic control based on the control signal described above, and returns the concrete storage tank 13 to its original position. After stopping the air cylinder 25 and immersing the rod 24 of the air cylinder 23, the train headed towards the concrete plant again on the rail 2, while
The bucket 5 is moved to the next pouring site by manual operation of the cable crane.
上記実施例では、バケツト位置検出器からのバ
ケツト位置信号に基づいてウインチ自動制御装置
によつて着床前の所定空間においてバケツト5の
走行を自動制御するとともに、上記バケツト位置
信号と台車位置信号に基づいて運搬制御装置によ
つて運搬台車3をバケツト着床予定位置まで円滑
に走行させるようにしているので、台車の一旦停
止やバケツトの着床ミスがなく、コンクリート積
み込みの能率が一層向上する。また、運搬台車3
のコンクリート貯溜タンク13は、シリンダ16
の一動作でサイドダンプでき、放出ゲートが不要
で機構が簡素化でき、ゲート開閉時のトラブルも
ないうえ、迅速で確実な投入が行なえる。さら
に、走行路1と着床盤4が同一平面にあるため、
運搬台車3のエアシリンダ23と電動コンプレツ
サ25によつてバケツト5にゲート開閉用の圧縮
空気を供給し、ゲート34の開閉も無線受信器3
6を介して遠隔で行なつているので、打設場所で
レシーバタンク37にエアホースをつないで圧縮
空気を供給し、ハンドルを手で動かしてゲート3
4を開閉する必要がなく、危険作業を大幅になく
せる。また、光センサ28と反射鏡42により運
搬台車3とバケツト5の位置合わせがより正確に
なる。 In the above embodiment, the automatic winch control device automatically controls the travel of the bucket cart 5 in a predetermined space before landing based on the bucket cart position signal from the bucket cart position detector, and also uses the bucket cart position signal and the truck position signal to automatically control the travel of the bucket cart 5 in a predetermined space before landing. Based on this, the transport control device smoothly runs the transport cart 3 to the scheduled landing position of the bucket, so there is no temporary stop of the cart or mistakes in landing the bucket, and the efficiency of concrete loading is further improved. In addition, transport trolley 3
The concrete storage tank 13 has a cylinder 16
Side dumping is possible with a single movement, the mechanism is simplified as there is no need for a discharge gate, there is no trouble opening or closing the gate, and the product can be loaded quickly and reliably. Furthermore, since the running path 1 and the landing plate 4 are on the same plane,
Compressed air for opening and closing the gate is supplied to the bucket 5 by the air cylinder 23 and electric compressor 25 of the transport truck 3, and the wireless receiver 3 also opens and closes the gate 34.
6, so compressed air is supplied by connecting an air hose to the receiver tank 37 at the pouring site, and the gate 3 is operated by hand by moving the handle.
There is no need to open or close 4, which greatly eliminates dangerous work. Further, the optical sensor 28 and the reflecting mirror 42 make the positioning of the transport cart 3 and the bucket 5 more accurate.
〈発明の効果〉
以上の説明で明らかなように、本発明のコンク
リート運搬線は、コンクリートプラントへ向かう
運搬車の走行路とこの走行路に交差して動くケー
ブルクレーンのバケツトのために上記走行路に沿
つて設けられる着床盤とを同一水平面上に形成す
るとともに、上記走行路と着床盤との間に、上記
バケツトが走行路に沿つて移動しうる区域にわた
つて衝突防止柵を立設しているので、走行路と着
床盤間に段差を設ける必要がなく、段差部の掘削
や埋め戻しの工事費が節減でき、またバケツトと
運搬台車の衝突が防止でき、運搬台車を一旦停止
させず直接バケツト着床位置まで走行させること
ができて、コンクリート積み込み時間を短縮し、
積み込み能率を向上できるなど、顕著な効果を奏
する。<Effects of the Invention> As is clear from the above explanation, the concrete conveyance line of the present invention has the above-mentioned running path for the running path of the transport vehicle heading to the concrete plant and the bucket of the cable crane that moves across this running path. A landing board provided along the running path is formed on the same horizontal plane, and a collision prevention fence is erected between the running path and the landing board over an area where the bucket can move along the running path. This eliminates the need to create a level difference between the travel path and the landing plate, reducing construction costs for excavating and backfilling the level difference, and also prevents collisions between the bucket and the transport trolley. It is possible to run directly to the bucket landing position without stopping, reducing concrete loading time.
It has remarkable effects, such as improving loading efficiency.
第1図は本発明のコンクリート運搬線の一実施
例を示す正面図、第2図は第1図の−矢視
図、第3図は第2図の−矢視図、第4図は第
1図の−矢視図、第5図はダム建設における
コンクリート打設方法の概要を示す図、第6図は
従来のコンクリート運搬線の縦断面図である。
1……走行路、2……レール、3……運搬台
車、4……着床盤、5……バケツト、7……衝突
防止柵、12……支柱、13……コンクリート貯
溜タンク、16……油圧シリンダ、50……ケー
ブルクレーン、51……主索、57……キヤリ
ア、58……バケツト、60……コンクリート運
搬線、61……コンクリートプラント。
Fig. 1 is a front view showing one embodiment of the concrete conveying line of the present invention, Fig. 2 is a view taken from the - arrow in Fig. 1, Fig. 3 is a view taken from the - arrow in Fig. 2, and Fig. 4 is a view taken from the - arrow in Fig. 2. 1, FIG. 5 is a diagram showing an outline of a concrete placing method in dam construction, and FIG. 6 is a longitudinal cross-sectional view of a conventional concrete conveying line. 1... Running path, 2... Rail, 3... Transport trolley, 4... Landing board, 5... Bucket, 7... Collision prevention fence, 12... Support column, 13... Concrete storage tank, 16... ... Hydraulic cylinder, 50 ... Cable crane, 51 ... Main rope, 57 ... Carrier, 58 ... Bucket, 60 ... Concrete transport line, 61 ... Concrete plant.
Claims (1)
たバケツトに運搬車を介してコンクリートを積み
込むために上記キヤリアの走行方向に交差して設
けられるコンクリート運搬線であつて、 コンクリートプラントへ向かう上記運搬車の走
行路とこの走行路に沿つて設けられる上記バケツ
トのための着床盤とを略同一水平面上に形成する
とともに、上記走行路と着床盤との間に、上記バ
ケツトが走行路に沿つて移動しうる区域にわたつ
て衝突防止柵を立設したことを特徴とするコンク
リート運搬線。[Scope of Claims] 1. A concrete transport line that is provided to intersect with the traveling direction of the carrier in order to load concrete via a transport vehicle onto a bucket suspended from the carrier of a cable crane, which is directed toward a concrete plant. A running path for the transport vehicle and a landing board for the bucket cart provided along the running path are formed on substantially the same horizontal plane, and the bucket cart runs between the running path and the landing board. A concrete transportation line characterized by having a collision prevention fence erected over an area where movement is possible along the road.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4754986A JPS62206114A (en) | 1986-03-04 | 1986-03-04 | Concrete cart |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4754986A JPS62206114A (en) | 1986-03-04 | 1986-03-04 | Concrete cart |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62206114A JPS62206114A (en) | 1987-09-10 |
| JPH044410B2 true JPH044410B2 (en) | 1992-01-28 |
Family
ID=12778234
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4754986A Granted JPS62206114A (en) | 1986-03-04 | 1986-03-04 | Concrete cart |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS62206114A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2013167079A (en) * | 2012-02-15 | 2013-08-29 | Gamata Kensetsu Co Ltd | Method for installing ready-mixed concrete |
-
1986
- 1986-03-04 JP JP4754986A patent/JPS62206114A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62206114A (en) | 1987-09-10 |
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