JP3028131U - Sloping bridge - Google Patents

Sloping bridge

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Publication number
JP3028131U
JP3028131U JP1996000712U JP71296U JP3028131U JP 3028131 U JP3028131 U JP 3028131U JP 1996000712 U JP1996000712 U JP 1996000712U JP 71296 U JP71296 U JP 71296U JP 3028131 U JP3028131 U JP 3028131U
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Japan
Prior art keywords
bridge
plate
loading platform
forklift
loading
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JP1996000712U
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Japanese (ja)
Inventor
満夫 家高
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新日本車輌株式会社
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  • Auxiliary Methods And Devices For Loading And Unloading (AREA)

Abstract

(57)【要約】 【課題】 フォークリフト用の傾斜橋において、荷台上
の荷の多少に拘らず、フォークリフトが荷台と傾斜橋の
繋ぎ目を容易に渡れるようにする。 【解決手段】 フォークリフトにより、荷置場より若干
高い荷台6に荷を積み降ろしする際に使用する傾斜橋1
の前端に、横幅が荷台6の横幅よりも若干狭幅で、所定
角度下向傾斜する姿勢から上方を向いて若干後傾する姿
勢まで揺動自在の渡り板14を枢設する。そして、荷台
6の後端に渡り板14を上向姿勢とした傾斜橋の前端を
当接させて、離間しないように連結した後、渡り板14
を下向揺動させて荷台上に載置し、荷台6が空の時は渡
り板がほぼ水平となるように前脚7bを調節しておけ
ば、荷台6が積荷により低下しても、渡り板14がとも
に下向揺動して傾斜し、荷台6の後端と傾斜橋1の前端
との間に段部を生ぜず、フォークリフトが円滑に通過す
ることがきる。
(57) 【Abstract】 PROBLEM TO BE SOLVED: To enable a forklift to easily cross a joint between a loading platform and a tilting bridge regardless of the load on the loading platform in a tilting bridge for a forklift. SOLUTION: The inclined bridge 1 used when loading and unloading a load on a loading platform 6 slightly higher than a loading place by a forklift.
At the front end, a crossover plate 14 having a lateral width slightly narrower than the lateral width of the loading platform 6 and pivotable from a posture inclining downward by a predetermined angle to a posture inclining rearward upward is provided. Then, the front end of the sloping bridge having the crossover plate 14 in the upward posture is brought into contact with the rear end of the loading platform 6 and coupled so as not to separate from each other, and then the crossover plate 14
If the front legs 7b are adjusted so that the pallet is oscillated downward and placed on the luggage carrier and the pallet plate is almost horizontal when the pallet carrier 6 is empty, the trolley plate Both oscillate downward and incline, and a forklift can pass smoothly without forming a step between the rear end of the loading platform 6 and the front end of the inclined bridge 1.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、たとえば大型トラックやトレーラに積載された海上コンテナ等の荷 台のように、地面より若干高い個所に、重量ある多数の荷を積み降ろしする際に 、地面と荷台の間に架け渡す、フォークリフトが自走しうる傾斜橋の改良に関す るものである。 The present invention, when loading and unloading a large number of heavy loads to a place slightly higher than the ground, such as a load of a sea container loaded on a large truck or trailer, bridges between the ground and the load. This is related to the improvement of a sloping bridge where a forklift can move by itself.

【0002】[0002]

【従来の技術】[Prior art]

多数の荷を、大型トラックやトレーラに積載された海上コンテナ等の広い荷台 に満載するためには、荷を荷台の奥部より順に積み込む必要があるので、傾斜橋 とフォークリフトを利用する際は、フォークリフトを荷台上に円滑に乗り入れる 必要があり、そのためには、傾斜橋の前端を荷台の後端に近接させて等高とする 必要があり、この必要性は荷台の奥の荷を搬出する際も同様である。 In order to load a large number of loads onto a wide loading platform such as a maritime container loaded on a large truck or trailer, it is necessary to load loads in order from the back of the loading platform, so when using a sloping bridge and forklift, It is necessary to smoothly load the forklift onto the loading platform, and for that purpose the front end of the sloping bridge must be close to the rear edge of the loading platform so that it is at the same height. Is also the same.

【0003】 そのため従来は、傾斜橋の前部を支持する高さ調節可能の脚により、前端を荷 台の後端と等高とし、傾斜橋の前端に設けたチェーンの端部を、荷台の後部に仮 止めして両者を密接させ、かつ傾斜橋の両側縁に設けた、フォークリフト走行面 より上方に突出する、フォークリフト側方転落防止用の側枠杆の前端を、荷台上 に乗せて傾斜橋の安定と安全を図っていた。Therefore, conventionally, the height-adjustable legs that support the front part of the tilted bridge make the front end flush with the rear end of the loading platform, and the end of the chain provided at the front end of the tilting bridge is attached to the loading platform. The front ends of the side frame rods for preventing the forklift sideways falling, which are provided on both side edges of the sloping bridge and project upward from the forklift traveling surface, are placed on the cargo bed and tilted. The bridge was stable and safe.

【0004】 また、他の形式の傾斜橋においては、傾斜橋の前端部を、荷台の後部に載せて 両者を連結するとともに、その連結を維持するために、前例と同様に、傾斜橋の 前端に設けたチェーンの端部を、荷台の後部に仮止めして両者の連結を維持して いる。Further, in other types of sloping bridges, the front end of the sloping bridge is placed on the rear part of the loading platform to connect the two, and in order to maintain the connection, the front end of the sloping bridge is connected as in the previous example. The end of the chain provided at the end is temporarily fixed to the rear part of the loading platform to maintain the connection between the two.

【0005】[0005]

【考案が解決しようとする課題】[Problems to be solved by the device]

しかし、前者の例においては、荷台が自動車の荷台やトレーラのように、スプ リング系緩衝手段で支えられている荷台であるとすれば、荷台上の荷が増加する と、その重量により荷台が次第に低下して、傾斜橋との間に段差が生じて、フォ ークリフトの進退が困難になったり、段部を通過する時の衝撃により、フォーク リフト上の荷が転落することがある。 これらの事故を回避するため、従来の傾斜橋は、作業中しばしば前脚の高さを 調節する必要があって面倒であった。 However, in the former example, if the loading platform is a loading platform supported by a spring-type cushioning means, such as a loading platform or trailer of an automobile, if the load on the loading platform increases, the loading platform will be loaded due to its weight. The load gradually drops and a step is created between the bridge and the forklift, making it difficult to move the forklift forward or backward, or the load on the forklift may fall due to the impact when passing through the step. In order to avoid these accidents, conventional tilted bridges were often troublesome because the height of the front legs had to be adjusted during work.

【0006】 さらに、フォークリフトの走行の安全を計るフォークリフト側方転落防止用の 側枠杆の前端を、荷台上に乗せてあるために、その側枠杆が荷台の両幅寄りの荷 の出入に邪魔となり、場合によっては荷の出入れが不可能になることもある。[0006] Furthermore, since the front end of the side frame rod for preventing lateral fall of the forklift, which measures traveling safety of the forklift, is placed on the luggage carrier, the side frame rod is used for loading and unloading loads on both sides of the luggage carrier. It may be an obstacle and in some cases it may not be possible to load or unload cargo.

【0007】 また、後者の例においても、荷台が、スプリング系で支えられているとすれば 、傾斜橋の前端部に加わる加重は、傾斜橋の前端を支える全加重であり、この加 重は、傾斜橋を走行するフォークリフトの振動を荷台に伝え、スプリング系で支 えられる荷台は、その振動を受けて、異状振動を生じたり、その振動により、チ エーンが外れて、荷台と傾斜橋の連結が外れる危険性が有る。 これを防止するには、荷台の後端と傾斜橋の前端との係合深さを大きくして外 れ難くするとともに、チエーンの強度を増し、かつ連結を強固にする。 しかし、無事故が続くとチエーンの掛け忘れを生じて、事故を生じる危険性は 免れない。Also in the latter example, if the loading platform is supported by a spring system, the weight applied to the front end of the inclined bridge is the total weight supporting the front end of the inclined bridge, and this weight is The vibration of the forklift traveling on the sloping bridge is transmitted to the loading platform, and the loading platform supported by the spring system receives the vibration to cause an abnormal vibration. There is a risk of disconnection. To prevent this, increase the engagement depth between the rear end of the platform and the front end of the inclined bridge to make it difficult to disengage, increase the strength of the chain, and strengthen the connection. However, if there are no accidents, the chain will be forgotten and the risk of an accident cannot be avoided.

【0008】[0008]

【課題を解決するための手段】[Means for Solving the Problems]

本考案によれば、以下のようにして、上述の課題は解決される。 (1) フォークリフトにより、地面より若干高い荷台等に荷を積み降ろしする際 に使用する傾斜橋の前端に、左右方向を向く枢軸を貫設した複数の支持板を介し て、横幅が荷台の横幅よりも若干狭幅で、下向傾斜する姿勢から上方を向いて若 干後傾する姿勢まで揺動自在の渡り板を枢設するとともに、前記支持板と同一平 面をなす渡り板の下面に、渡り板の下向傾斜を所用角度にして停止する停止板を 固設してなる傾斜橋とすることにより。 (2) 前記(1)項記載の渡り板を、側方1列に並ぶ複数枚に分割する。 (3) 前記(1)または(2)に記載の傾斜橋本体の前部の内幅を、荷台の内幅より 広幅とすることにより。 According to the present invention, the above-mentioned problems are solved as follows. (1) At the front end of a sloping bridge used when loading and unloading a load platform that is slightly higher than the ground by a forklift, the lateral width is the width of the load platform through a plurality of support plates that extend through a pivot that points in the left-right direction. A bridge plate that is slightly narrower than the above and is swingable from a downward tilted posture to an upward tilted posture after being tilted upward, and at the same time, the lower surface of the bridge plate is flush with the support plate. By making a tilted bridge with fixed stop plates that stop at the required downward tilt. (2) The crossover board described in the item (1) is divided into a plurality of laterally-arranged sheets. (3) By making the inner width of the front part of the inclined bridge body described in (1) or (2) wider than the inner width of the cargo bed.

【0009】[0009]

【作用】[Action]

本考案の傾斜橋は、荷台の後端に渡り板を上向姿勢とした傾斜橋の後端を当接 させて、離間しないように連結した後、渡り板を下向揺動させて荷台上に載置し 、荷台が空の時は渡り板がほぼ水平となるように前脚を調節しておけば、荷台が 積荷により低下しても、渡り板がともに下向揺動して傾斜し、荷台の後端と傾斜 橋の前端との間に段部を生ぜず、フォークリフトが円滑に通過することができる 。 In the tilted bridge of the present invention, the rear end of the tilted bridge with the crossing plate in the upward posture is brought into contact with the rear end of the loading platform so as not to separate them, and then the crossing plate is swung downward to be mounted on the loading platform. If the front legs are adjusted so that the crossover plate is almost horizontal when the load platform is empty, even if the load platform is lowered due to a load, the crossover plate will swing downwards and tilt, and the rear end of the load platform will be tilted. There is no step between the front of the inclined bridge and the front end of the inclined bridge, and the forklift can pass smoothly.

【0010】 この作用は、荷を満載した荷台より、荷を搬出する際も同様で、荷の積み降ろ し作業中、傾斜橋の前脚の高さを調節する必要がなく、また作業中何等かの原因 で荷台と傾斜橋が離間しても、生じた間隙は渡り板が覆っているので安全である 。This action is the same when unloading a load from a bed full of loads, and there is no need to adjust the height of the front legs of the sloping bridge during loading / unloading work, and during work Even if the loading platform and the sloping bridge are separated due to the above, it is safe because the transition plate covers the gap.

【0011】 渡り板はフォークリフトの負荷に耐えうるように厚く重量があり、不使用時に は上向きの待機姿勢とする必要があるが、傾斜橋を荷台より引き離しても、渡り 板は下向きに垂下しないので、その作業は容易であり、さらに好適な例として複 数枚に分割しておけばさらに容易となる。The cross plate is thick and heavy so as to withstand the load of the forklift, and when it is not used, it must be in an upright standby position.However, even if the inclined bridge is pulled away from the platform, the cross plate does not hang downward. The work is easy, and if it is divided into a plurality of sheets as a more preferable example, it becomes easier.

【0012】[0012]

【実施例】【Example】

図面は本考案の一実施例を示すもので、図1と図2に示すように、傾斜橋本体 (1)の左右に設けられ、かつ前後に長尺の側枠(2)には、上下方向を向く側板( 3)が張設され、その左右の側枠(2)(2)の間に囲桁に組まれた桟材(4a)の上面 には、フォークリフト(図示省略)を走行させるエキスパンドメタルによる走行板 (4)が張設されている。 The drawings show an embodiment of the present invention. As shown in FIGS. 1 and 2, the side walls (2), which are provided on the left and right sides of the inclined bridge main body (1) and which extend forward and backward, have a vertical structure. A side plate (3) facing the direction is stretched, and a forklift (not shown) is run on the upper surface of the crosspiece (4a) assembled to the girder between the left and right side frames (2) (2). A running plate (4) made of expanded metal is stretched.

【0013】 左右の側枠(2)における側板(3)の上面には、走行板(4)の両側を区画するよ うに、走行板(4)より若干上方に突出してフォークリフトの側方転落を防止する 案内杆(5)が設けられている。On the upper surfaces of the side plates (3) of the left and right side frames (2), the side plates (3) of the left and right side frames (2) are projected slightly above the traveling plates (4) so as to partition the both sides of the traveling plate (4) so that the forklift laterally falls. A guide rod (5) for preventing is provided.

【0014】 走行板(4)は、前部(図1の左部)の水平部(4A)と、それより長尺の後部の下向 傾斜部(4B)よりなり、水平部(4A)は傾斜部(4B)より広幅で、しかもトラックの荷 台(6)より若干広幅としてある。The traveling plate (4) includes a horizontal portion (4A) at the front portion (left portion in FIG. 1) and a downward slant portion (4B) at the rear portion which is longer than the horizontal portion (4A), and the horizontal portion (4A) is It is wider than the ramp (4B) and slightly wider than the truck bed (6).

【0015】 両側枠(2)の下面前部には左右1対の前脚(7)が垂設され、前脚(7)は側枠( 2)に垂設した固定脚(7a)と、それに嵌合する揺動脚(7b)とよりなって、傾斜橋 本体(1)の高さを調節することができ、両前脚(7)の間には、その両脚(7)間に 掛け渡した横杆(7c)に、左右1対の前車輪(8)が枢設され、両前車輪(8)は両前 脚(7)を短縮させると接地する。A pair of left and right front legs (7) are vertically installed on the front portions of the lower surfaces of the side frames (2), and the front legs (7) are fitted on the fixed legs (7a) vertically installed on the side frames (2). The height of the main body (1) of the inclined bridge can be adjusted by the combination of the swinging legs (7b). A pair of left and right front wheels (8) are pivotally mounted on the rod (7c), and both front wheels (8) come into contact with the ground when the front legs (7) are shortened.

【0016】 本体(1)の下面ほぼ中央に、両側枠(2)間に掛け渡された桟材(4a)の横杆の中 央から、前方向に向けて突設し1端を桟材に枢設した左右1対の後脚(9)の遊端 には、それぞれ後車輪(10)が枢設され、両後車輪(10)は、両側枠(2)間に掛け渡 された適宜の桟材(4a)に一端が固着されたオイルシリンダ(11)により昇降する。[0016] At the center of the lower surface of the main body (1), one end is projected from the center of the horizontal rod of the crosspiece (4a) spanned between the side frames (2), with one end projecting forward. Rear wheels (10) are pivoted at the free ends of a pair of left and right rear legs (9) pivotally installed at the rear wheels (10), and both rear wheels (10) are appropriately suspended between the side frames (2). It is moved up and down by an oil cylinder (11) whose one end is fixed to the crosspiece (4a).

【0017】 図3〜図5に示すように、両側枠(2)間に掛け渡された桟材(4a)における最前 端の横杆(4a')の前端面に前向突設した、等間隔をもって左右に並んで、前端が 若干後下方に傾斜する8個の支持板(12)の上部には、左右方向を向く枢軸(13)が 貫設されている。As shown in FIGS. 3 to 5, the crosspiece (4a) hung between the two side frames (2) is provided with a front projection on the front end face of the lateral rod (4a ′) at the front end, etc. On the upper side of eight support plates (12), which are arranged side by side with a space, and whose front ends are inclined slightly rearward and downward, a pivot (13) oriented in the left-right direction is penetratingly provided.

【0018】 枢軸(13)には、同形等大の横長の左右1対の渡り板(14)が、その下面基端部に 突設した、上記支持板(12)とほぼ同形等大の枢支板(15)を、支持板(12)の側面に 重合するように外嵌することにより、水平とした時走行板(4)と同一平面上に並 ぶように枢設されている。On the pivot (13), a pair of left and right laterally extending cross-pieces (14) of the same size and the same size are provided to the base end of the lower surface of the same, and are substantially the same size as the support plate (12). By externally fitting the plate (15) on the side surface of the support plate (12) so as to overlap with it, the plate (15) is pivotally provided so as to be flush with the running plate (4) when it is horizontal.

【0019】 両渡り板(14)の外側端縁は、遊端程互いに近接する方向に若干側方傾斜し、外 側端縁基端間の間隔は、荷台(6)の内幅より若干狭幅となっている。The outer edges of the two bridging plates (14) are slightly laterally inclined toward the free ends, and the distance between the outer edge bases is slightly smaller than the inner width of the cargo bed (6). Has become.

【0020】 両渡り板(14)下面の各枢支板(15)の支持板(12)と重合する面には、渡り板(14) を前下方に所定角度下向傾斜させると、後端面が支持板(12)の前端面に重合して 、渡り板(14)の揺動を停止させる停止板(16)が固設されている。When the crossing plate (14) is tilted downward by a predetermined angle downward to the surface of the lower surface of the two crossing plates (14) that overlaps with the support plate (12) of the pivot support plates (15), the rear end face is supported. A stop plate (16) is fixedly installed on the front end surface of the plate (12) to stop the swing of the transition plate (14).

【0021】 各渡り板(14)は、傾斜橋待期時は、図4の想像線で示すように、上向揺動させ て、若干後方に傾斜する姿勢に、適宜の固定具(図示省略)により固定されている 。During the waiting period for the sloping bridge, each crossing plate (14) is swung upward and tilted slightly rearward as shown by the phantom line in FIG. It is fixed by.

【0022】 上記構成の傾斜橋を使用して、空の荷台(6)に荷積みするには、待期している 傾斜橋の前脚(7)を短縮させるとともに、オイルシリンダ(11)を伸長させて、前 車輪(8)を接地させるとともに、走行板(4)の後端を地表より若干離間させて、 前後両車輪(8)(10)により走行させて、傾斜橋本体(1)の前端を荷台(6)の後端 に近接させる。In order to load the empty platform (6) using the inclined bridge having the above-mentioned configuration, the front leg (7) of the waiting inclined bridge is shortened and the oil cylinder (11) is extended. The front wheel (8) is grounded, the rear end of the traveling plate (4) is slightly separated from the surface of the ground, and the front and rear wheels (8) and (10) are driven to move the front end of the inclined bridge body (1). Close to the rear end of the loading platform (6).

【0023】 ついで前脚(7)とオイルシリンダ(11)を調節して、走行板(4)の前端を荷台( 6)と等高とし、傾斜橋本体(1)の両側前端に設けたチェーン(17)により、傾斜 橋本体(1)と荷台(6)を離間しないように連結する。Then, the front leg (7) and the oil cylinder (11) are adjusted so that the front end of the traveling plate (4) is at the same height as the loading platform (6), and the chain ( 17) Connect the inclined bridge main body (1) and the loading platform (6) so as not to separate them.

【0024】 ついで図4の実線に示すように、渡り板(14)を前方に倒せば、渡り板(14)は荷 台(6)に水平に乗って両者間の若干の間隙を覆うので、フォークリフトが渡り板 (14)上を通過して、荷台(6)の奥部に荷を積み込むことができる。Then, as shown by the solid line in FIG. 4, when the crossover plate (14) is tilted forward, the crossover plate (14) rides horizontally on the loading platform (6) and covers a slight gap between the two, so that the forklift is A load can be loaded on the back side of the loading platform (6) by passing over the crossing plate (14).

【0025】 自動車等のスプリング系の緩衝手段を具備する荷台(6)は、積み込んだ荷が増 加するに従い、その重量により次第に荷台の高さを低下するが、図5に仮想線で 示すように、渡り板(14)も自重によりともに揺動して下向傾斜し、傾斜橋本体( 1)と荷台(6)の間に段部を生じないので、荷積作業途中で前脚(7)とオイルシ リンダ(11)を操作して、傾斜橋本体(1)の高さを調節せずに、フォークリフトを 容易に通過させることができ、通過に際し揺動や衝撃が生じない。The load carrier (6) provided with a spring-type buffering means of an automobile or the like gradually lowers the height of the load carrier due to its weight as the load loaded increases, but as shown by a phantom line in FIG. In addition, since the crossing plate (14) also swings and tilts downward due to its own weight, and there is no step between the inclined bridge main body (1) and the loading platform (6), the front leg (7) and The forklift can be passed easily without operating the oil cylinder (11) and adjusting the height of the inclined bridge body (1), and there is no rocking or impact when passing.

【0026】 また作業時の揺動等によりチェーン(17)が緩んで、傾斜橋本体(1)と荷台(6) が若干離間しても、深く掛け渡した渡り板(14)により両者間に間隙を生ずる恐れ がなく安全である。Even if the chain (17) is loosened due to rocking during work and the inclined bridge body (1) and the cargo bed (6) are slightly separated, a gap between them is provided by the crossover plate (14) that is deeply laid. It is safe without the risk of

【0027】 荷積が終了したならば、傾斜橋はそのまま前車輪(8)を接地させて待期位置に 戻ればよく、この時渡り板(14)は荷台(6)より外れるが、図5に示す如く、停止 板(16)の作用により下方に垂下せず、しかも渡り板(14)は2分割されているので 、小型軽量で随時容易に図4の仮想線で示す上向きの待期姿勢に戻すことができ る。When the loading is finished, the front wheel (8) of the sloping bridge may be grounded as it is and returned to the waiting position. At this time, the crossing plate (14) comes off from the loading platform (6), but as shown in FIG. As shown in the figure, it does not hang downward due to the action of the stop plate (16), and since the transition plate (14) is divided into two parts, it is small and lightweight and can be easily returned to the upward waiting position shown by the phantom line in FIG. be able to.

【0028】 荷を満載した荷台(6)より荷降ろしする際は、予め傾斜橋本体(1)の後端を荷 台(6)より所定値だけ高くして、図5に示すように、渡り板(14)を荷台(6)に下 向傾斜させて掛け渡せば、荷降ろし作業途中で、傾斜橋本体(1)の高さを調節す る必要がない。When unloading from the loading platform (6) full of loads, the rear end of the inclined bridge body (1) is made higher than the loading platform (6) by a predetermined value in advance, and as shown in FIG. If (14) is slanted downward on the platform (6), it is not necessary to adjust the height of the inclined bridge body (1) during the unloading work.

【0029】 また傾斜橋本体(1)の両案内杆(5)の内幅が、荷台(6)の内幅より若干広幅と なっているので、荷台(6)両側部の荷の積み降ろしの際、案内杆(5)の前端が邪 魔にならず、荷積みする際は、荷台(6)の両側部に無駄な空間を生ぜずに荷を積 み込むことができ、荷降ろしする際は、荷台(6)両側部の荷を容易に搬出するこ とができる。Further, since the inner width of both guide rods (5) of the inclined bridge body (1) is slightly wider than the inner width of the loading platform (6), it is possible to load and unload loads on both sides of the loading platform (6). In this case, the front end of the guide rod (5) does not get in the way, and when loading, it is possible to load without creating unnecessary space on both sides of the loading platform (6). Can easily carry the load on both sides of the loading platform (6).

【0030】 なお上述の実施例においては、渡り板(14)を2枚としたが、3枚以上としても よく、この場合構成が複雑で高価となるが、重量ある渡り板(14)の操作がより容 易となる。Although the number of the transition plates (14) is two in the above-mentioned embodiment, it may be three or more. In this case, the structure is complicated and expensive, but the operation of the heavy transition plates (14) is more effective. It will be easy.

【0031】[0031]

【考案の効果】[Effect of device]

本考案の傾斜橋は、傾斜橋本体の前端に渡り板を、所定角度下向傾斜する姿勢 から、若干後方に傾斜する上向姿勢まで揺動自在に枢設してあるので、傾斜橋本 体の前端を空の時の荷台の後端に等高として近接させて、渡り板を荷台に掛け渡 せば、荷台上の荷の増減により荷台が昇降しても、渡り板が順応して揺動して、 傾斜橋本体と荷台との間に段部が生ぜず、また両者が何等かの原因で離間しても 、渡り板が覆っているので、フォークリフトは容易かつ安全に荷台上に出入する ことができ、その際衝撃がないので、荷の積み降ろしを容易かつ安全に行なうこ とができる。 In the slanted bridge of the present invention, a cross plate is pivotally installed at the front end of the slanted bridge main body from a posture of inclining downward by a predetermined angle to an upward posture of slightly inclining rearward. If the crossing plate is laid close to the rear end of the loading platform when it is empty and the crossing plate is hung over the loading platform, even if the loading platform moves up and down due to the increase or decrease of the load on the loading platform, the crossing plate will adapt and swing. Since there is no step between the main body of the sloping bridge and the platform, and even if they are separated for some reason, the crossover plate covers them, the forklift can easily and safely move in and out of the platform. At that time, since there is no shock, loading and unloading can be performed easily and safely.

【0032】 また荷の積み降ろし作業の終った傾斜橋を、そのまま荷台より引き離しても、 停止板の作用により、重量ある渡り板が下方に垂下しないので、渡り板を上向き の待期姿勢に戻す作業が容易である。 さらに、渡り板を複数に分割すれば、この作業がより容易となる。Further, even if the sloping bridge after loading and unloading work is separated from the loading platform as it is, the heavy siding plate does not hang downward due to the action of the stop plate, so the work to return the siding plate to the upward waiting position can be performed. It's easy. Further, if the crossover plate is divided into a plurality of pieces, this work becomes easier.

【0033】 また傾斜橋本体の前部の内幅を荷台の内幅より若干広幅とすれば、傾斜橋本体 の案内杆の前部が邪魔にならず、荷台両側部の荷の積み卸しが容易となる。If the inner width of the front part of the sloping bridge main body is made slightly wider than the inner width of the loading platform, the front part of the guide rod of the sloping bridge main body does not get in the way, and it is easy to load and unload loads on both sides of the loading platform. Becomes

【図面の簡単な説明】[Brief description of drawings]

【図1】本考案の傾斜橋の側面図である。FIG. 1 is a side view of a sloping bridge of the present invention.

【図2】本考案の傾斜橋の平面図である。FIG. 2 is a plan view of the inclined bridge of the present invention.

【図3】図1のA−A線の一部省略拡大矢視図である。FIG. 3 is a partially omitted enlarged arrow view of line AA in FIG.

【図4】荷積開始時の図1B部の一部省略拡大図であ
る。
FIG. 4 is a partially omitted enlarged view of a portion shown in FIG. 1B at the time of starting loading.

【図5】渡り板が最も下降下状態の図4に相当する図で
ある。
FIG. 5 is a view corresponding to FIG. 4 in which the crossover plate is in the lowest descent state.

【符号の説明】[Explanation of symbols]

(1)傾斜橋本体 (2)側枠 (3)側板 (4)走行板 (4a)桟材 (4a')(7c)横杆 (4A)水平部 (4B)傾斜部 (5)案内杆 (6)荷台 (7)前脚 (7a)固定脚 (7b)揺動脚 (8)前車輪 (9)後脚 (10)後車輪 (11)オイルシリンダ (12)支持板 (13)枢軸 (14)渡り板 (15)枢支板 (16)停止板 (17)チェーン (1) Sloping bridge body (2) Side frame (3) Side plate (4) Travel plate (4a) Crosspiece (4a ') (7c) Horizontal rod (4A) Horizontal part (4B) Sloped part (5) Guide rod ( 6) Platform (7) Front leg (7a) Fixed leg (7b) Swing leg (8) Front wheel (9) Rear leg (10) Rear wheel (11) Oil cylinder (12) Support plate (13) Axis (14) Cross plate (15) Pivot plate (16) Stop plate (17) Chain

Claims (3)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 フォークリフトにより、地面より若干高
い荷台等に荷を積み降ろしする際に使用する傾斜橋の前
端に、左右方向を向く枢軸を貫設した複数の支持板を介
して、横幅が荷台の横幅よりも若干狭幅で、下向傾斜す
る姿勢から上方を向いて若干後傾する姿勢まで揺動自在
の渡り板を枢設するとともに、前記支持板と同一平面を
なす渡り板の下面に、渡り板の下向傾斜を所用角度にし
て停止する停止板を固設してなる傾斜橋。
1. A forklift having a lateral width at the front end of a sloping bridge used for loading and unloading a tongue or the like slightly higher than the ground by a forklift through a plurality of support plates provided with a pivot extending in the left-right direction. The width of the bridge plate is slightly narrower than the lateral width of the bridge plate and is swingable from a downward tilted posture to a slightly tilted backward tilted posture. A sloping bridge in which a stop plate is fixed to stop with the downward inclination at the required angle.
【請求項2】 渡り板を側方1列に並ぶ複数枚に分割し
た、請求項1記載の傾斜橋。
2. The sloping bridge according to claim 1, wherein the crossing plate is divided into a plurality of side-by-side rows.
【請求項3】 傾斜橋本体の前部の内幅を荷台の内幅よ
り広幅とした、請求項1または2記載の傾斜橋。
3. The sloping bridge according to claim 1, wherein an inner width of a front portion of the sloping bridge main body is wider than an inner width of the loading platform.
JP1996000712U 1996-02-19 1996-02-19 Sloping bridge Expired - Lifetime JP3028131U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1996000712U JP3028131U (en) 1996-02-19 1996-02-19 Sloping bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1996000712U JP3028131U (en) 1996-02-19 1996-02-19 Sloping bridge

Publications (1)

Publication Number Publication Date
JP3028131U true JP3028131U (en) 1996-08-30

Family

ID=43163211

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1996000712U Expired - Lifetime JP3028131U (en) 1996-02-19 1996-02-19 Sloping bridge

Country Status (1)

Country Link
JP (1) JP3028131U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017178608A (en) * 2016-03-31 2017-10-05 敏行 南雲 Cargo lifter

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017178608A (en) * 2016-03-31 2017-10-05 敏行 南雲 Cargo lifter

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