JP2006077537A - Guidepath wire laying structure between buildings - Google Patents

Guidepath wire laying structure between buildings Download PDF

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JP2006077537A
JP2006077537A JP2004265481A JP2004265481A JP2006077537A JP 2006077537 A JP2006077537 A JP 2006077537A JP 2004265481 A JP2004265481 A JP 2004265481A JP 2004265481 A JP2004265481 A JP 2004265481A JP 2006077537 A JP2006077537 A JP 2006077537A
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pipe
buildings
guide wire
laying structure
earthquake
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JP4641400B2 (en
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Takahiro Watari
隆広 渡
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Nippon Yusoki Co Ltd
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Nippon Yusoki Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To immediately resume operation by dispensing with restoring operation or work even after an earthquake is settled, by checking the movement of a groove cover to the pipe side even if the groove cover moves in the earthquake, by preventing damage and cutting of a pipe by allowing the pipe itself of inserting a guidepath wire inside to freely follow in response to swinging of the earthquake, by preventing cutting of the guidepath wire so that the guidepath wire flexibly moves in the earthquake. <P>SOLUTION: A bracket 40 is fixed to both sides of a divider strip 14 between adjacent buildings A and B, and a receiving part 44 having an opening upper part is formed in this bracket 40. The pipe 30 is placed in a loosely fitted state by the receiving part 44 of this bracket 30. A falling-off preventive collar part 31 is arranged on both sides of the pipe 30. The guidepath wire 10 on both sides of the pipe 30 forms a loose part 24 loosened in the vertical direction. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、建屋間に敷設されている電磁誘導用の誘導線に沿って無人搬送車が走行する際の建屋間の誘導線敷設構造に関するものである。   The present invention relates to a guide wire laying structure between buildings when an automated guided vehicle travels along an electromagnetic induction guide wire laid between buildings.

敷設された誘導線に沿って無人搬送車を走行させるものとして、例えば下記に示す特許文献1がある。   For example, Patent Document 1 shown below is an example in which an automated guided vehicle travels along a laid guide wire.

特開平1−194805号公報JP-A-1-194805

この特許文献1では、誘導線をたるみなく容易に施工するようにし、また、たるみによる電波の歪みを防止するようにしたものである。しかし、この特許文献1では、隣接する建屋間の誘導線の敷設についての記載はなく、また、地震の際に誘導線の切断を防止するための技術についての記載はない。   In Patent Document 1, the guide wire is easily constructed without sagging, and the radio wave distortion due to sagging is prevented. However, in this patent document 1, there is no description about the laying of the guide wire between adjacent buildings, and there is no description about the technique for preventing the cutting of the guide wire in the event of an earthquake.

また、地震の際のケーブルの切断の防止をするものとして、例えば下記に示す特許文献2がある。   Moreover, there exists patent document 2 shown below as what prevents the cutting | disconnection of the cable in the case of an earthquake, for example.

特開2000−1975号公報JP 2000-1975

この特許文献2に記載されている技術は、コンピュータに接続するケーブルの途中に床面に配した可撓部材を迂回するように配線を行ない、地震が発生した場合でも、ケーブルの迂回した部分でケーブルの切断を防止している。   In the technique described in Patent Document 2, wiring is performed so as to bypass a flexible member arranged on the floor surface in the middle of a cable connected to a computer, and even when an earthquake occurs, the cable is bypassed. The cable is prevented from being cut.

しかしながら、この特許文献2に記載されている技術は、ケーブルを迂回させている面が水平面であるため、このケーブルを無人搬送車の走行用の電磁誘導用の誘導線とした場合、誘導線から発生している磁束を検出できず、走行が不能となる。また、この特許文献2においても、隣接する建屋間に無人搬送車を誘導して走行させるための誘導線を敷設し、かかる場合の地震対策についての記載はない。   However, in the technique described in Patent Document 2, since the surface around which the cable is detoured is a horizontal plane, when this cable is used as an induction line for electromagnetic induction for running an automatic guided vehicle, The generated magnetic flux cannot be detected, and traveling becomes impossible. Also, in this Patent Document 2, there is no description about earthquake countermeasures in such a case where a guide wire for guiding and running an automated guided vehicle between adjacent buildings is laid.

図6〜図8は、隣接する建屋(建屋Aと建屋B)間に無人搬送車1を誘導線10に沿って走行させるべく、床面に誘導線10を敷設した従来の構成を示すものである。建屋A(建屋B)の床面11に溝12を凹設し、この溝12内に誘導線10を敷設している。図6及び図8に示すように、隣接する建屋Aと建屋Bとの間には地震対策として、その建屋Aの基礎13aと建屋Bの基礎13bとの間にエキスパンション部と呼ばれる分離帯14が形成されている。なお、両基礎13a、13bはコンクリートで形成されている。また、空間部分となる分離帯14にはゴムなどの緩衝材15が埋設されている。   6 to 8 show a conventional configuration in which the guide wire 10 is laid on the floor surface so that the automatic guided vehicle 1 travels along the guide wire 10 between adjacent buildings (building A and building B). is there. A groove 12 is recessed in the floor 11 of the building A (building B), and the guide wire 10 is laid in the groove 12. As shown in FIGS. 6 and 8, a separation band 14 called an expansion portion is provided between the foundation 13 a of the building A and the foundation 13 b of the building B as an earthquake countermeasure between the adjacent buildings A and B. Is formed. Both foundations 13a and 13b are made of concrete. Further, a cushioning material 15 such as rubber is embedded in the separation band 14 serving as a space portion.

建屋Aと建屋Bの床面11に凹設した両側の溝12間に樹脂製のパイプ16を架橋し、このパイプ16内に誘導線10を通して隣接する建屋Aと建屋B間に誘導線10を敷設している。このパイプ16を配設する場合、両基礎13a、13bの対向部分を削除し、この削除した部分にパイプ16の端部を配し、その後樹脂を埋めて上面を床面11と面一にする。このパイプ16の両端部分が基礎13a、13bに固定され、パイプ16が基礎13a、13bと一体的に配設される。   A resin pipe 16 is bridged between the grooves 12 on both sides recessed in the floor 11 of the building A and the building B, and the guide wire 10 is connected between the adjacent building A and the building B through the guide wire 10 in the pipe 16. Laid. When this pipe 16 is provided, the facing portions of both the foundations 13a and 13b are deleted, the end of the pipe 16 is arranged in the deleted portion, and then the resin is filled so that the upper surface is flush with the floor surface 11. . Both ends of the pipe 16 are fixed to the foundations 13a and 13b, and the pipe 16 is disposed integrally with the foundations 13a and 13b.

また、分離帯14側に面する基礎13a、13bの上部には断部17が形成されていて、この両側の断部17間に例えばステンレス製の溝蓋20が配されている。この溝蓋20はパイプ16の両側に配されて、無人搬送車1が建屋A、B間を走行する際に、該無人搬送車1のタイヤ2が上記溝蓋20の上を走行するようになっている。この溝蓋20は、分離帯14の開口面を単に覆っているのではなく、溝蓋20の上を重量のある無人搬送車1が走行するため、かなりの厚みと重量を有している。   Moreover, the cut part 17 is formed in the upper part of the foundations 13a and 13b which face the isolation | separation belt | band | zone 14, The stainless steel groove cover 20 is distribute | arranged between the cut parts 17 of this both sides. The groove lid 20 is disposed on both sides of the pipe 16 so that when the automatic guided vehicle 1 travels between the buildings A and B, the tire 2 of the automatic guided vehicle 1 travels on the groove lid 20. It has become. The groove lid 20 does not simply cover the opening surface of the separation band 14 but has a considerable thickness and weight because the heavy automatic guided vehicle 1 travels on the groove lid 20.

このようにして、図6に示すように、例えば隣接する建屋Bから建屋Aに向かって無人搬送車1が走行する場合、無人搬送車1は建屋B内の溝12に敷設されている誘導線10に沿って走行していき、さらに分離帯14の部分ではパイプ16内の誘導線10に沿って走行していく。また、建屋A内に入った無人搬送車1は溝12内に敷設されている誘導線10に沿って走行していく。   Thus, as shown in FIG. 6, for example, when the automated guided vehicle 1 travels from the adjacent building B to the building A, the automated guided vehicle 1 is laid on the groove 12 in the building B. 10, and further along the guide line 10 in the pipe 16 in the part of the separation zone 14. In addition, the automatic guided vehicle 1 entering the building A travels along the guide line 10 laid in the groove 12.

ここで、地震が発生した場合には、建屋A、B自体が前後左右、上下に揺れ、それに伴って分離帯14の間隔が変化して、建屋A、B自体が個別に揺れることで地震対策が施されている。しかしながら、地震の際に、分離帯14の間隔が広がると、誘導線10が建屋A、Bに引っ張られて途中で切断したり、パイプ16も基礎13a、13b部分から脱落するという問題があった。また、溝蓋20も振動により移動するため、パイプ16を圧迫することになり、重量のある溝蓋20によりパイプ16を破損したり、切断する恐れもある。   Here, when an earthquake occurs, buildings A and B themselves swing back and forth, left and right, and the distance between separation zones 14 changes accordingly, and buildings A and B themselves swing individually to prevent earthquakes. Is given. However, when the separation zone 14 is widened during an earthquake, the guide wire 10 is pulled by the buildings A and B and cut along the way, and the pipe 16 also drops off from the foundations 13a and 13b. . Further, since the groove cover 20 also moves due to vibration, the pipe 16 is pressed, and the pipe 16 may be damaged or cut by the heavy groove cover 20.

上記のように、誘導線10が切断されると、その切断箇所を探して復旧させる必要があり、また、パイプ16が破損したり切断されると、やはり元の状態に復旧させる必要がある。この復旧操作に時間を多く要し、無人搬送車1等の運転再開まで多くの時間がかかるという問題がある。   As described above, when the guide wire 10 is cut, it is necessary to find and restore the cut portion, and when the pipe 16 is broken or cut, it is also necessary to restore the original state. There is a problem that this restoration operation takes a lot of time and takes a long time to resume operation of the automatic guided vehicle 1 or the like.

本発明は上述の問題点に鑑みて提供したものであって、少なくとも以下の目的を持った建屋間の誘導線敷設構造を提供するものである。
(1)地震の際に建屋間の分離帯の間隔が変化しても該分離帯内に敷設している誘導線が柔軟に動くようにして該誘導線が切断されるのを防止すること。
(2)誘導線を内部に通しているパイプ自体も地震の揺れに応じて自在に追従可能としてパイプの破損や切断を防止すること。
(3)パイプの両側に配されている溝蓋が地震の際に移動してもパイプ側への溝蓋の移動を阻止してパイプの破損や切断を防止すること。
(4)地震が納まった後も復旧操作ないし作業を不要として運転再開を直ぐに可能とすること。
The present invention has been provided in view of the above-described problems, and provides a guiding wire laying structure between buildings having at least the following objects.
(1) To prevent the guide wire from being cut by allowing the guide wire laid in the separate zone to move flexibly even if the interval of the separation zone between buildings changes during an earthquake.
(2) The pipe itself passing through the guide wire can also follow freely according to the shaking of the earthquake to prevent the pipe from being damaged or cut.
(3) Even if the groove lids arranged on both sides of the pipe move in the event of an earthquake, the movement of the groove lid to the pipe side is prevented to prevent breakage or cutting of the pipe.
(4) Even after the earthquake has stopped, recovery operation or work is unnecessary and operation can be resumed immediately.

そこで、本発明の請求項1に記載の建屋間の誘導線敷設構造では、搬送車を電磁誘導にてガイドを行なう誘導線を隣接する建屋間の分離帯を架橋したパイプを介して敷設するようにした建屋間の誘導線敷設構造において、
前記誘導線を通す前記パイプの手前で該誘導線を弛ませていることを特徴としている。
Therefore, in the guide wire laying structure according to claim 1 of the present invention, the guide wire for guiding the transport vehicle by electromagnetic induction is laid through a pipe that bridges the separation band between adjacent buildings. In the guide wire laying structure between the buildings
The guide wire is loosened before the pipe through which the guide wire passes.

請求項2に記載の建屋間の誘導線敷設構造では、請求項1に記載の建屋間の誘導線敷設構造において、
前記誘導線は上下方向に弛ませていることを特徴としている。
In the guiding wire laying structure between buildings according to claim 2, the guiding wire laying structure between buildings according to claim 1,
The guide wire is characterized by slacking in the vertical direction.

請求項3に記載の建屋間の誘導線敷設構造では、請求項1または請求項2に記載の建屋間の誘導線敷設構造において、
前記建屋間の分離帯の両側にそれぞれブラケットを配設し、この両ブラケット間に前記パイプを移動自在に乗せていることを特徴としている。
In the guiding wire laying structure between buildings according to claim 3, the guiding wire laying structure between buildings according to claim 1 or claim 2,
Brackets are provided on both sides of the separation band between the buildings, and the pipe is movably placed between the brackets.

請求項4に記載の建屋間の誘導線敷設構造では、請求項3に記載の建屋間の誘導線敷設構造において、
前記ブラケットは水平片と垂直片との略L型に形成されていて、前記垂直片に上面を開口した受け部を形成し、この受け部に前記パイプを遊嵌すると共に、該パイプの端部に受け部からの脱落防止用の鍔部を設けていることを特徴としている。
In the guiding wire laying structure between buildings according to claim 4, the guiding wire laying structure between buildings according to claim 3,
The bracket is formed in a substantially L shape of a horizontal piece and a vertical piece, and forms a receiving part having an upper surface opened in the vertical piece, and the pipe is loosely fitted in the receiving part, and an end part of the pipe It is characterized by providing a collar portion for preventing falling off from the receiving portion.

本発明の請求項1に記載の建屋間の誘導線敷設構造によれば、前記誘導線を通す前記パイプの手前で該誘導線を弛ませているので、地震が発生して分離帯が前後左右、上下に変位しても誘導線は切断することはない。   According to the guide wire laying structure between the buildings according to claim 1 of the present invention, since the guide wire is slackened in front of the pipe through which the guide wire passes, an earthquake occurs and the separation zone is front and rear, left and right Even if displaced up and down, the guide wire will not be cut.

請求項2に記載の建屋間の誘導線敷設構造によれば、請求項1に記載の建屋間の誘導線敷設構造において、前記誘導線は上下方向に弛ませているので、搬送車は誘導線からの磁束を検出でき、走行するのに支障を来すことはない。   According to the guide wire laying structure between the buildings according to claim 2, in the guide wire laying structure between the buildings according to claim 1, the guide wire is slackened in the vertical direction. It is possible to detect the magnetic flux from the vehicle and it will not hinder the running.

請求項3に記載の建屋間の誘導線敷設構造によれば、請求項1または請求項2に記載の建屋間の誘導線敷設構造において、前記建屋間の分離帯の両側にそれぞれブラケットを配設し、この両ブラケット間に前記パイプを移動自在に乗せているので、地震の際、分離帯が前後左右、上下に変位しても、パイプは該変位に追従し、そのため、パイプが破損したり切断することもなく、また、これにより誘導線の切断を防止することができる。更には、パイプの両側に配される溝蓋も地震により移動しても、溝蓋がブラケットに当たり、パイプないし誘導線を圧迫してパイプの破損や切断、誘導線の切断を防止することができる。   According to the guiding wire laying structure between buildings according to claim 3, in the guiding wire laying structure between buildings according to claim 1 or 2, brackets are respectively arranged on both sides of the separation band between the buildings. Since the pipe is movably placed between the brackets, even if the separation zone is displaced back and forth, left and right, and up and down in the event of an earthquake, the pipe will follow the displacement, and the pipe may be damaged. Without cutting, it is possible to prevent cutting of the guide wire. Furthermore, even if the groove lids arranged on both sides of the pipe move due to an earthquake, the groove lid hits the bracket and can press the pipe or the guide wire to prevent the pipe from being damaged or cut and the guide wire cut. .

請求項4に記載の建屋間の誘導線敷設構造によれば、請求項3に記載の建屋間の誘導線敷設構造において、ブラケットの受け部に前記パイプを遊嵌すると共に、該パイプの端部に受け部からの脱落防止用の鍔部を設けていることで、地震によってパイプが軸方向に移動してもパイプの鍔部がブラケットに当たり、パイプがブラケットから脱落するのを防止することができる。このように、地震が起こっても、誘導線が切断されることもなく、また、パイプも破損したり、切断されることもないので、地震が納まるとパイプは元の状態に復帰し、これにより地震が納まった後の復旧作業が不要となり、運転再開を直ぐに可能とすることができる。   According to the guide wire laying structure between buildings according to claim 4, in the guide wire laying structure between buildings according to claim 3, the pipe is loosely fitted to the receiving portion of the bracket, and the end portion of the pipe By providing a hook to prevent the pipe from falling off, it is possible to prevent the pipe hook from hitting the bracket even if the pipe moves in the axial direction due to an earthquake, and preventing the pipe from dropping from the bracket. . In this way, even if an earthquake occurs, the guide wire will not be cut, nor will the pipe be damaged or cut, so when the earthquake stops, the pipe will return to its original state. This eliminates the need for restoration work after the earthquake has been settled, so that the operation can be resumed immediately.

以下、本発明の実施の形態を図面を参照して詳細に説明する。なお、従来と同様の機能を発揮する要素には同一の番号を付して詳細な説明は省略する。図1(a)は本発明の建屋間の誘導線敷設構造の平面図を示し、図1(b)は建屋間の誘導線敷設構造の断面図を示している。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. It should be noted that elements having the same functions as those in the prior art are denoted by the same reference numerals and detailed description thereof is omitted. Fig.1 (a) shows the top view of the guide wire laying structure between buildings of this invention, FIG.1 (b) has shown sectional drawing of the guide wire laying structure between buildings.

建屋A、Bの床面11より一段低くなった断部17には誘導線10を内部に通すパイプ30を受ける断面を略L字型としたブラケット40を配設している。このブラケット40は図2に示すように、水平片41と垂直片42とからなり、水平片41には両側にボルト挿通用の穴43がそれぞれ穿孔されている。また、ブラケット40の垂直片42の上部には略U字状に切り欠いて上面を開口した受け部44が形成されており、この受け部44にてパイプ30を遊嵌した状態で受けるようになっている。   A bracket 40 having a substantially L-shaped cross section for receiving the pipe 30 through which the guide wire 10 passes is disposed in the cut portion 17 which is one step lower than the floor surface 11 of the buildings A and B. As shown in FIG. 2, the bracket 40 is composed of a horizontal piece 41 and a vertical piece 42, and the horizontal piece 41 has holes 43 for inserting bolts on both sides. In addition, a receiving portion 44 is formed in the upper portion of the vertical piece 42 of the bracket 40 so as to be cut out in a substantially U shape and open on the upper surface. The receiving portion 44 receives the pipe 30 in a loosely fitted state. It has become.

両側の断部17の上に垂直片42を内側にして互いに該垂直片42が対向する形でブラケット40が配置され、ボルト22(図1参照)がブラケット40の穴43を介して基礎13a、13bのコンクリートに螺着され、ブラケット40が断部17上に固定される。また、ブラケット40の受け部44に上から挿入されるパイプ30の外径は、上記受け部44の内径よりかなり小さく設定されていて、パイプ30は受け部44にて比較的大きく遊嵌した状態で配されている。   The brackets 40 are arranged on the cut portions 17 on both sides so that the vertical pieces 42 face each other with the vertical pieces 42 inside, and the bolts 22 (see FIG. 1) are connected to the foundations 13 a through the holes 43 of the brackets 40. The bracket 40 is fixed on the cut portion 17 by being screwed to the concrete of 13b. The outer diameter of the pipe 30 inserted from above into the receiving portion 44 of the bracket 40 is set to be considerably smaller than the inner diameter of the receiving portion 44, and the pipe 30 is loosely fitted in the receiving portion 44 relatively freely. It is arranged with.

樹脂製のパイプ30の両端には、鍔部31が一体に形成されており、この鍔部31の外径はブラケット40の受け部44の内径より大きくしている。これにより、パイプ30が軸方向に移動してもパイプ30の鍔部31がブラケット40の垂直片42に当接して、受け部44(ブラケット40)からパイプ30が脱落するのを防止している。なお、パイプ30は、全体が蛇腹状に形成されていて、パイプ30全体に可撓性を持たせている。また、ブラケット40の両側には従来と同様に溝蓋20がそれぞれ配されている。   A flange portion 31 is integrally formed at both ends of the resin pipe 30, and the outer diameter of the flange portion 31 is larger than the inner diameter of the receiving portion 44 of the bracket 40. Thereby, even if the pipe 30 moves in the axial direction, the flange portion 31 of the pipe 30 abuts against the vertical piece 42 of the bracket 40 to prevent the pipe 30 from dropping from the receiving portion 44 (bracket 40). . The pipe 30 is entirely formed in a bellows shape, and the entire pipe 30 is flexible. Further, the groove lid 20 is arranged on both sides of the bracket 40 as in the conventional case.

ここで、誘導線10をパイプ30内に通すこと自体は従来と同様であるが、本発明では、図1に示すように、パイプ30の両側において、パイプ30の端部と溝12の端部との間に誘導線10を下方に垂らした弛み部24を設けている。このパイプ30の入線手前で設けた弛み部24は、上下方向に弛ませた状態で形成しており、弛み部24の上部の誘導線10の間隔Wを広げないようにしている。これは後述するように誘導線10から発生する磁束が弛み部24の上部で少なくなって無人搬送車1側が磁束が検出できないのを防止するためである。なお、この誘導線10の弛み部24は、図1ではパイプ30の両側の2か所で設けているが、少なくともパイプ30の両側の何れか1か所に設けても良い。   Here, passing the guide wire 10 through the pipe 30 is the same as in the prior art. However, in the present invention, as shown in FIG. A slack portion 24 in which the guide wire 10 is hung downward is provided between the two. The slack portion 24 provided before entering the pipe 30 is formed in a slackened state in the vertical direction so that the interval W between the guide wires 10 on the top of the slack portion 24 is not widened. This is to prevent the magnetic flux generated from the guide wire 10 from being reduced above the slack portion 24 and preventing the automatic guided vehicle 1 from detecting the magnetic flux as will be described later. The slack portions 24 of the guide wire 10 are provided at two locations on both sides of the pipe 30 in FIG. 1, but may be provided at least at one location on both sides of the pipe 30.

図3は誘導線10に発生する磁束密度の模式図を示し、交流が印加される誘導線10には交番磁界が発生し、○内に×を記したのが磁界が図面の上から下へ通るのを意味し、○内にドットを記したのが磁界が図面の下から上へ通るのを意味している。図3に示すように、誘導線10が直線状態の場合では、磁束密度は均一であるが、直角に曲がっている箇所では一方は疎となり、他方は密となる。   FIG. 3 is a schematic diagram of the magnetic flux density generated in the induction wire 10. An alternating magnetic field is generated in the induction wire 10 to which an alternating current is applied, and a circle indicates the magnetic field from the top to the bottom of the drawing. It means that the magnetic field passes through from the bottom to the top of the drawing. As shown in FIG. 3, when the guide wire 10 is in a straight line state, the magnetic flux density is uniform, but one is sparse and the other is dense at a portion bent at a right angle.

図4は本発明の誘導線10の弛み部24の磁束密度を示し、図4(a)は横から見た場合を示し、図4(b)は真上から見た場合の模式図である。弛み部24の上部では誘導線10の間隔が少しあいているので、磁束が少ないものの、誘導線10の間隔(線間)が短いので、無人搬送車1が磁束を検出するのに問題はなく、無人搬送車1が走行するのに支障を来すことはない。これに対して図5に示すように誘導線10の間隔を広くすると、弛み部24の間隔(線間)が広くなって磁束がゼロとなり、無人搬送車1は磁束を検出できず、走行不能となる。なお、図5(a)は横から見た場合を示し、図5(b)は真上から見た場合の模式図である。   4 shows the magnetic flux density of the slack portion 24 of the guide wire 10 of the present invention, FIG. 4 (a) shows the case seen from the side, and FIG. 4 (b) is a schematic view seen from directly above. . Since the guide wire 10 is slightly spaced above the slack portion 24, the magnetic flux is small, but the guide wire 10 has a short interval (between lines), so there is no problem for the automatic guided vehicle 1 to detect the magnetic flux. The automatic guided vehicle 1 will not interfere with the traveling. On the other hand, when the interval between the guide wires 10 is increased as shown in FIG. 5, the interval (interline) between the slack portions 24 is increased and the magnetic flux becomes zero, and the automatic guided vehicle 1 cannot detect the magnetic flux and cannot run. It becomes. 5A shows a case when viewed from the side, and FIG. 5B is a schematic view when viewed from directly above.

ここで図1において、地震が発生した場合、隣接する建屋A、B間の分離帯14は、前後左右、上下に変位するが、パイプ30はブラケット40の受け部44に乗っているだけなので、変位にパイプ30が追従し、パイプ30が破損したり切断することはない。また、誘導線10もパイプ30の両側部分で弛み部24にて余長を持たせているので、変位に追従して誘導線10が切断することはない。さらに、溝蓋20も地震の振動により移動しようとするが、溝蓋20の端面がブラケット40の横の端面に当たるため、溝蓋20がパイプ30や誘導線10を圧迫することなく、溝蓋20によりパイプ30が破損したり切断することもなく、また、誘導線10が切断されることもない。   Here, in FIG. 1, when an earthquake occurs, the separation band 14 between the adjacent buildings A and B is displaced back and forth, left and right, up and down, but the pipe 30 is only on the receiving portion 44 of the bracket 40, The pipe 30 follows the displacement, and the pipe 30 is not damaged or cut. Moreover, since the guide wire 10 also has a surplus length at the slack portion 24 at both side portions of the pipe 30, the guide wire 10 does not cut following the displacement. Further, the groove cover 20 also tries to move due to the vibration of the earthquake, but since the end face of the groove cover 20 hits the side end face of the bracket 40, the groove cover 20 does not press the pipe 30 or the guide wire 10. Therefore, the pipe 30 is not damaged or cut, and the guide wire 10 is not cut.

このように、地震が起こっても、誘導線10が切断されることもなく、また、パイプ30も破損したり、切断されることもないものであり、地震が納まるとパイプ30も図1に示すような元の状態に復帰する。これにより、地震が納まった後の復旧作業が不要となり、そのため、運転再開を直ぐに可能とすることができる。   Thus, even if an earthquake occurs, the guide wire 10 is not cut, and the pipe 30 is not damaged or cut. When the earthquake stops, the pipe 30 is also shown in FIG. Return to the original state as shown. This eliminates the need for recovery work after the earthquake has been settled, so that it is possible to immediately resume operation.

(a)(b)は本発明の実施の形態における建屋間の誘導線敷設構造の平面図及び断面図である。(A) (b) is the top view and sectional drawing of the guide wire laying structure between buildings in embodiment of this invention. 本発明の実施の形態におけるブラケットの斜視図である。It is a perspective view of the bracket in embodiment of this invention. 本発明の実施の形態における誘導線の磁束密度の模式図である。It is a schematic diagram of the magnetic flux density of the induction wire in the embodiment of the present invention. (a)(b)は本発明の実施の形態における誘導線の弛み部での磁束密度を示す横から見た図及び真上から見た図である。(A) and (b) are the figure seen from the side which shows the magnetic flux density in the slack part of the guide wire in embodiment of this invention, and the figure seen from right above. (a)(b)は誘導線の弛み部の上部の間隔を広げた場合の磁束密度を示す横から見た図及び真上から見た図である。(A) and (b) are the figure seen from the side which shows the magnetic flux density at the time of extending the space | interval of the upper part of the slack part of a guide wire, and the figure seen from right above. 従来例の隣接する建屋間を無人搬送車が走行する場合の平面図である。It is a top view in case an automatic guided vehicle drive | works between the adjacent buildings of a prior art example. 建屋の基礎部分に凹設した溝内に誘導線を敷設した状態を示す断面図である。It is sectional drawing which shows the state which laid the guide wire in the groove | channel recessed in the foundation part of the building. (a)(b)は従来例の建屋間の誘導線敷設構造の平面図及び断面図である。(A) and (b) are the top views and sectional drawings of the guide wire laying structure between the buildings of a prior art example.

符号の説明Explanation of symbols

1 無人搬送車
10 誘導線
12 溝
14 分離帯
20 溝蓋
24 弛み部
30 パイプ
31 鍔部
40 ブラケット
41 水平片
42 垂直片
44 受け部
DESCRIPTION OF SYMBOLS 1 Automatic guided vehicle 10 Guide wire 12 Groove 14 Separation zone 20 Groove lid 24 Slack part 30 Pipe 31 Gutter part 40 Bracket 41 Horizontal piece 42 Vertical piece 44 Receiving part

Claims (4)

搬送車を電磁誘導にてガイドを行なう誘導線を隣接する建屋間の分離帯を架橋したパイプを介して敷設するようにした建屋間の誘導線敷設構造において、
前記誘導線を通す前記パイプの手前で該誘導線を弛ませていることを特徴とする建屋間の誘導線敷設構造。
In the guide wire laying structure between the buildings in which the guide wire for guiding the transport vehicle by electromagnetic induction is laid through a pipe that bridges the separation band between adjacent buildings,
A guiding wire laying structure between buildings, wherein the guiding wire is loosened before the pipe through which the guiding wire passes.
請求項1に記載の建屋間の誘導線敷設構造において、
前記誘導線は上下方向に弛ませていることを特徴とする建屋間の誘導線敷設構造。
In the guiding wire laying structure between buildings according to claim 1,
Guide wire laying structure between buildings, characterized in that the guide wire is slackened in the vertical direction.
請求項1または請求項2に記載の建屋間の誘導線敷設構造において、
前記建屋間の分離帯の両側にそれぞれブラケットを配設し、この両ブラケット間に前記パイプを移動自在に乗せていることを特徴とする建屋間の誘導線敷設構造。
In the guiding wire laying structure between the buildings according to claim 1 or claim 2,
A guide wire laying structure between buildings, wherein brackets are disposed on both sides of a separation band between the buildings, and the pipe is movably placed between the brackets.
請求項3に記載の建屋間の誘導線敷設構造において、
前記ブラケットは水平片と垂直片との略L型に形成されていて、前記垂直片に上面を開口した受け部を形成し、この受け部に前記パイプを遊嵌すると共に、該パイプの端部に受け部からの脱落防止用の鍔部を設けていることを特徴とする建屋間の誘導線敷設構造。
In the guiding wire laying structure between buildings according to claim 3,
The bracket is formed in a substantially L shape of a horizontal piece and a vertical piece, and forms a receiving part having an upper surface opened in the vertical piece, and the pipe is loosely fitted in the receiving part, and an end part of the pipe A guide wire laying structure between buildings, characterized in that it is provided with a collar portion for preventing falling off from the receiving portion.
JP2004265481A 2004-09-13 2004-09-13 Guide wire laying structure between buildings Expired - Fee Related JP4641400B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015045803A1 (en) * 2013-09-25 2015-04-02 株式会社Ihi Transport system

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JPS63226705A (en) * 1987-03-16 1988-09-21 Toyota Motor Corp Method for laying electromagnetic induction wire for unmanned car
JPH01312610A (en) * 1988-06-13 1989-12-18 Toyota Motor Corp Method for selective guiding unmanned vehicle
JPH0378805U (en) * 1989-12-06 1991-08-09
JPH0591627A (en) * 1991-09-26 1993-04-09 Toshiba Corp Vibration isolated floor system
JP2001169425A (en) * 1999-12-03 2001-06-22 Sumitomo Densetsu Corp Cable laying system and tube holder

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Publication number Priority date Publication date Assignee Title
JPS63226705A (en) * 1987-03-16 1988-09-21 Toyota Motor Corp Method for laying electromagnetic induction wire for unmanned car
JPH01312610A (en) * 1988-06-13 1989-12-18 Toyota Motor Corp Method for selective guiding unmanned vehicle
JPH0378805U (en) * 1989-12-06 1991-08-09
JPH0591627A (en) * 1991-09-26 1993-04-09 Toshiba Corp Vibration isolated floor system
JP2001169425A (en) * 1999-12-03 2001-06-22 Sumitomo Densetsu Corp Cable laying system and tube holder

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015045803A1 (en) * 2013-09-25 2015-04-02 株式会社Ihi Transport system
CN105358401A (en) * 2013-09-25 2016-02-24 株式会社Ihi Transport system
JP5994946B2 (en) * 2013-09-25 2016-09-21 株式会社Ihi Transport system
CN105358401B (en) * 2013-09-25 2017-04-26 株式会社Ihi Transport system
US10011955B2 (en) 2013-09-25 2018-07-03 Ihi Corporation Transport system

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