JP4468043B2 - Seismic isolation mechanism for conveyor-type transfer equipment - Google Patents

Seismic isolation mechanism for conveyor-type transfer equipment Download PDF

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JP4468043B2
JP4468043B2 JP2004099333A JP2004099333A JP4468043B2 JP 4468043 B2 JP4468043 B2 JP 4468043B2 JP 2004099333 A JP2004099333 A JP 2004099333A JP 2004099333 A JP2004099333 A JP 2004099333A JP 4468043 B2 JP4468043 B2 JP 4468043B2
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conveyor
separated
conveyors
buildings
intermediate conveyor
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JP2005280939A (en
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憲一郎 鶴森
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S&S Engineering Corp
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Description

本発明は建物内や建物同士の間に架設されるベルトコンベアタイプ(以下、コンベア式、又は、コンベア型ともいう)の搬送設備における免震機構に関する。   The present invention relates to a seismic isolation mechanism in a conveyor system of a belt conveyor type (hereinafter also referred to as a conveyor type or a conveyor type) installed in a building or between buildings.

従来から、オフィス,病院,図書館などを始め、その他、諸々の事業所などにおいて、建物内や建物から建物に亘って敷設されたコンベアや軌条に支持されたバケットやコンテナを具備した台車などを走行させ、書類やその他の物品等を任意の目的地点に無人で運ぶようにした搬送設備が設けられている。   Conventionally, in offices, hospitals, libraries, etc., various other offices also run on conveyors laid in buildings or across buildings, buckets supported by rails and containers, etc. In addition, a transport facility is provided for unattended transport of documents and other articles to an arbitrary destination point.

上記のような搬送設備において、地震が発生すると、その地震による建物の揺れによって建物間に亘って架設されたコンベアや軌条がずれたり、破断するおそれがある。このような虞れは、一方の建物が免震構造であるのに対し他方の建物が耐震構造である場合のように、地震における建物の揺れ(振動)のモードが異なる場合には特に顕著に現われる。   When an earthquake occurs in such a transport facility as described above, there is a risk that the conveyors and rails installed between the buildings may be displaced or broken due to the shaking of the buildings due to the earthquake. Such fears are particularly noticeable when the building's mode of vibration (vibration) is different, such as when one building has a seismic isolation structure and the other building has a seismic structure. Appear.

本発明の出願人は、先に、建物間に亘って架設された軌条タイプの搬送設備に適用して有用な免震機構を、特許第3436896号として提案しているが、この免震機構はボルトの剪断を利用して免震する構造であるため、地震鎮静後に破断したボルトを始めとする設備の復旧工事が不可欠であるという難点がある。   The applicant of the present invention has previously proposed a seismic isolation mechanism useful as a rail-type transfer facility installed between buildings as Patent No. 3436896. Since it is a structure that uses the shearing of bolts to perform seismic isolation, there is a problem that it is indispensable to restore facilities such as bolts that have been broken after the earthquake has subsided.

一方、特許文献1に従来技術として開示されている建物間の搬送路を途中で連続させないいわゆる渡し舟方式では、通常時の搬送において渡し舟方式の部分での移載などに余計な時間を要するため、搬送効率が低下するという問題がある。
特開2002−19604号公報
On the other hand, in the so-called ferry system that does not continue the conveyance path between buildings disclosed in Patent Document 1 as the prior art, extra time is required for transfer in the part of the ferry system in normal conveyance, There is a problem that the conveyance efficiency is lowered.
Japanese Patent Laid-Open No. 2002-19604

本発明は上記のような従来技術の問題点に鑑み、免震建物と非免震建物間に亘って架設されたベルトコンベアタイプの搬送設備における合理的な免震機構を提供することを、その課題とする。   In view of the problems of the prior art as described above, the present invention provides a rational seismic isolation mechanism in a conveyor system of a belt conveyor type installed between a base isolation building and a non-base isolation building. Let it be an issue.

上記課題を解決することを目的としてなされた本発明免震機構の構成は、建物内又は建物間に亘って架設された搬送用コンベアの途中を、適宜長さの空間を介在させて分離し、分離したコンベアの間における上方に、前後端部が分離したコンベアの対向している端部間にその間と略同じ長さ乃至一部重複する長さを有する中間コンベアを吊下げステーにより吊下げて分離した前記コンベアに対し前後揺動可能に配設し、分離したコンベアの上面に載せられて搬送される荷物を、分離したコンベアの間に配設された中間コンベアに、引掛乃至吊下姿勢で支持させて搬送するようにして成り、地震などの振動によって前記の分離したコンベアがその前後方向に変位しても中間コンベアも前後方向に変位することによって荷物の搬送ラインが途切れないようにしたことを特徴とするものである。 The structure of the seismic isolation mechanism of the present invention made for the purpose of solving the above problems is to separate the middle of a conveyor for transportation built in or between buildings with a space of an appropriate length, An intermediate conveyor having a length that is substantially the same as or partially overlapping between the opposite ends of the separated conveyor is suspended by a hanging stay above the separated conveyors. A baggage that is arranged so as to be able to swing back and forth with respect to the separated conveyor and is carried on the upper surface of the separated conveyor is hooked or suspended on an intermediate conveyor arranged between the separated conveyors. was supported become so as to convey, interrupted the separate conveyor conveying line thus luggage being displaced back and forth also the intermediate conveyor direction be displaced in its longitudinal direction by the vibration of an earthquake It is characterized in that it has a strange.

また、本発明免震機構の他の構成は、建物内又は建物間に亘って架設された搬送用コンベアの途中を、適宜長さの空間を介在させて分離し、分離したコンベアの間における下方に、前後端部が分離したコンベアの対向している端部間にその間と略同じ長さ乃至一部重複する長さを有する中間コンベアを吊下げステーにより吊下げて分離した前記コンベアに対し前後揺動可能に配設し、分離したコンベアの下面側に支持されて搬送される荷物を、分離したコンベアの間に配設された中間コンベアに、載置姿勢で支持させて搬送するようにして成り、地震などの振動によって分離したコンベアがその前後方向に変位しても中間コンベアも前後方向に変位することによって荷物の搬送ラインが途切れないようにしたことを特徴とするものである。 In addition, another configuration of the seismic isolation mechanism of the present invention is such that the middle of a conveyor for transportation built in or between buildings is separated with a space of an appropriate length, and the lower part between the separated conveyors In addition, the front and rear end portions of the conveyor are separated from each other by suspending an intermediate conveyor having a length substantially the same or partially overlapping between the opposite ends of the separated conveyor by a suspension stay. A load that is swingably disposed and supported and transported on the lower surface side of the separated conveyor is transported while being supported in a loading posture on an intermediate conveyor disposed between the separated conveyors. Thus, even if the conveyor separated by vibration such as an earthquake is displaced in the front-rear direction, the intermediate conveyor is also displaced in the front-rear direction, so that the load transportation line is not interrupted.

建物内又は建物間に亘って架設された搬送用コンベアの途中を、適宜長さの空間を介在させて分離し、分離したコンベアの間における上方に、前後端部が分離したコンベアの対向している端部に重複する長さを有する中間コンベアを配設し、分離したコンベアの上面に載せられて搬送される荷物を、分離したコンベアの間に配設された中間コンベアに、引掛乃至吊下姿勢で支持させて搬送するようにしたので、地震などの振動によって前記の分離したコンベアがその前後方向に変位しても中間コンベアによって荷物の搬送ラインが途切れず、従って、地震等の鎮静後、復旧工事等を要することなくそのままで搬送を再開することが可能になる。   Separating the middle of a conveyor for transportation between buildings or between buildings with a space of an appropriate length, facing the conveyor with separated front and rear ends above the separated conveyors An intermediate conveyor having a length overlapping with the end of the conveyor is arranged, and the load loaded on the upper surface of the separated conveyor is caught or suspended on the intermediate conveyor arranged between the separated conveyors. Since it was supported and transported in a posture, even if the separated conveyor is displaced in the front-rear direction due to vibration such as an earthquake, the intermediate conveyor does not interrupt the load transportation line. It becomes possible to resume the transport without any restoration work.

次に本発明の実施の形態について、図を参照しつつ説明する。図1は本発明免震機構の一例を具備させて天井側に敷設したコンベアタイプの搬送設備を模式的に示した側面図、図2は本発明免震機構の他の例を具備させて天井側に敷設したコンベアタイプの搬送設備を模式的に示した側面図、図3は図1の免震機構における中間コンベアの設置例を説明するための模式的側面図である。   Next, embodiments of the present invention will be described with reference to the drawings. FIG. 1 is a side view schematically showing a conveyor-type transfer facility laid on the ceiling side with an example of the seismic isolation mechanism of the present invention, and FIG. 2 is a ceiling with another example of the seismic isolation mechanism of the present invention. FIG. 3 is a schematic side view for explaining an installation example of an intermediate conveyor in the seismic isolation mechanism of FIG. 1.

図1において、1は一つの建物Bu1の天井、2は前記建物Bu1とは別の建物Bu2の天井、3は前記両建物Bu1とBu2における天井1と2の間に亘って架設された搬送設備のコンベアで、従来技術では、両建物のBu1,Bu2の天井1と2の間を貫通したコンベア3により形成されていた。   In FIG. 1, 1 is the ceiling of one building Bu1, 2 is the ceiling of a building Bu2 that is different from the building Bu1, and 3 is a transport facility constructed between the ceilings 1 and 2 of both buildings Bu1 and Bu2. In the prior art, it was formed by a conveyor 3 penetrating between the ceilings 1 and 2 of Bu1 and Bu2 of both buildings.

しかし、両天井1と2の間をこのような貫通した軌条3の架設形態を採ると、例えば地震で2つの建物Bu1,Bu2が揺れ、仮に、一方の天井1の建物Bu1が免震構造、他方の天井2の建物Bu2が耐震構造であると、両天井1,2の揺れのモードが全く異なるものとなり、両天井1,2間を貫通した軌条3は大きく変形したり損壊してしまい大きなダメージを受け、復旧に多大の手間や時間を要することが懸念される。   However, when the installation form of the rail 3 penetrating between the ceilings 1 and 2 is taken, for example, two buildings Bu1 and Bu2 are shaken by an earthquake, and the building Bu1 on one ceiling 1 is seismically isolated. If the building Bu2 on the other ceiling 2 has an earthquake-resistant structure, the modes of shaking of the ceilings 1 and 2 are completely different, and the rail 3 passing between the ceilings 1 and 2 is greatly deformed or damaged. There is a concern that it takes damage and takes a lot of time and effort to recover.

そこで本発明では、上記のような地震状況に遭遇しても、コンベアタイプの搬送設備全体が大きなダメージを受けないことは勿論、地震が鎮まればそのまま搬送設備の運転を再開できるような免震機構をコンベア式の搬送設備に組込んだものである。以下、この点について、図1を参照して説明する。   Therefore, in the present invention, even if an earthquake situation such as the above is encountered, the entire conveyor-type transfer facility is not greatly damaged, and of course, the seismic isolation mechanism that can resume the operation of the transfer facility as it is after the earthquake has subsided Is incorporated into a conveyor-type transport facility. Hereinafter, this point will be described with reference to FIG.

本発明は、まず1本のコンベア3を、両建物Bu1,Bu2の近傍において、分離距離L1を許容免震量として離隔し、前後のコンベア31と32に分けて分離部4を形成すると共に、この分離部4の前,後の分離コンベア31,32の上方に、中間コンベア5を配設する。中間コンベア5は、その両側部(前後端部)が、分離コンベア31,32の対向している端部と一部重複できる長さを有するものである。なお、31a,32a,5aは、各コンベア31,32,5を天井1,2に吊下支持するためのステーである。   In the present invention, firstly, one conveyor 3 is separated in the vicinity of both buildings Bu1 and Bu2 with a separation distance L1 as an allowable seismic isolation amount, and divided into front and rear conveyors 31 and 32 to form a separating portion 4, An intermediate conveyor 5 is disposed above the separation conveyors 31 and 32 before and after the separation unit 4. The intermediate conveyor 5 has such a length that both side portions (front and rear end portions) can partially overlap with opposing ends of the separation conveyors 31 and 32. In addition, 31a, 32a, 5a is a stay for supporting each conveyor 31,32,5 suspended from the ceilings 1,2.

中間コンベア5は、一般的にはその長さが分離したコンベア31,32の分離部4の距離L1(許容免震量)よりも少し長いものを用いるが、余り長いと中間コンベア5の重量が増大したり、構造が複雑化するなどの構造面、或は、搬送効率の面で好ましくない。そこで、中間コンベア5の長さとしては、例えば分離コンベア31又は32のエンド(端部)に、全長mのコンテナ6が位置したとき、このコンテナ6が、その長さmの略1/2程度になるまで分離コンベア31又は32に乗ったまま搬送されつつ中間コンベア5に当該コンテナ6の1/2m程度が移載される位の長さがあれば足りる。特に、中間コンベア5が、図3に例示するように、分離コンベア31または32のいずれか一方に立設した片持梁タイプの中間コンベア支持フレーム7に吊下げ型式で設けられる場合には、当該中間コンベア5の長さは、できるだけ短かくして重量が嵩張らないようにすることが要請される。因みに、図3に例示した中間コンベア5の長さL2は、免震許容量L1と同等乃至は僅かに大きい程度である。従って、本発明において、中間コンベア5は、その前後端部が分離コンベア31,32の対向端部間と略同等程度乃至重複する程度の長さのものであればよい。   The intermediate conveyor 5 is generally a little longer than the distance L1 (allowable seismic isolation amount) of the separating portions 4 of the conveyors 31 and 32 that are separated, but if the length is too long, the weight of the intermediate conveyor 5 is increased. This is not preferable in terms of the structural aspect such as an increase or a complicated structure, or in terms of conveyance efficiency. Therefore, as for the length of the intermediate conveyor 5, for example, when the container 6 having the total length m is located at the end (end portion) of the separation conveyor 31 or 32, the container 6 is about ½ of the length m. It is sufficient that the intermediate conveyor 5 has a length of about 1/2 m of the container 6 being transferred while being transported on the separation conveyor 31 or 32. In particular, as illustrated in FIG. 3, when the intermediate conveyor 5 is provided in a suspended manner on the cantilever type intermediate conveyor support frame 7 erected on either the separation conveyor 31 or 32, The length of the intermediate conveyor 5 is required to be as short as possible so that the weight is not bulky. Incidentally, the length L2 of the intermediate conveyor 5 illustrated in FIG. 3 is equivalent to or slightly larger than the seismic isolation allowance L1. Therefore, in the present invention, the intermediate conveyor 5 may have a length that is approximately the same as or overlapped between the front and rear ends of the separation conveyors 31 and 32.

一方、中間コンベア5の上面と分離コンテナ31,32の上面の高さ方向の距離H1は、コンテナ6の高さH2、より具体的にはコンテナ6の底面から中間コンベア5に支持される当該コンテナ6の支持部位(図の例ではフランジ6a)までの距離によって定まる。その理由は、分離コンベア31又は32の上面に載置されて運ばれて来るコンテナ6が、そのフランジ6aなど、中間コンベア5に支持される部位において、当該コンベア5に支持されそのコンベア5に移載されなければならないからである。   On the other hand, the distance H1 in the height direction between the upper surface of the intermediate conveyor 5 and the upper surfaces of the separation containers 31 and 32 is the height H2 of the container 6, more specifically, the container supported by the intermediate conveyor 5 from the bottom surface of the container 6. It is determined by the distance to the support part 6 (flange 6a in the example of the figure). The reason is that the container 6 that is carried on the upper surface of the separation conveyor 31 or 32 is supported by the conveyor 5 and transferred to the conveyor 5 at a portion supported by the intermediate conveyor 5 such as the flange 6a. Because it must be posted.

上記により本発明免震機構を組込んだコンベア式の搬送設備の一例が構成されるが、地震等が生じない平常時においては、例えば図1の左方のコンベア31の上に載せたコンテナ6が右方へ搬送され、中間コンベア5に近付くと、そのコンテナ6はフランジ6aが当該中間コンベア5に下から係止される状態で中間コンベア5に支持されて搬送され、該中間コンベア5の終端において、右側の分離コンベア32の上に移載された形となって図1の右方へ搬送される。   An example of a conveyor-type transport facility incorporating the seismic isolation mechanism of the present invention is configured as described above. In a normal state where no earthquake or the like occurs, for example, the container 6 placed on the left conveyor 31 in FIG. Is conveyed to the right and approaches the intermediate conveyor 5, the container 6 is supported and conveyed by the intermediate conveyor 5 with the flange 6 a being locked to the intermediate conveyor 5 from below, and the end of the intermediate conveyor 5 is conveyed. 1 is transferred to the right side of FIG. 1 in the form of being transferred onto the separation conveyor 32 on the right side.

しかるに、地震等が発生し、建物Bu1,Bu2同士が近付いたり離れたりして当該建物Bu1とBu2との平面内のX軸上の距離が変化しても、その変化量が許容免震量L1の範囲内、或は、分離コンベア31,32の端部と中間コンベア5の端部の重複量の範囲内であれば、本発明免震機構の作用で、コンテナ6の搬送は停止することなく継続することができる。仮に、停止してもそのままで搬送を再開できる。なお、Y軸方向やZ軸方向で建物Bu1とBu2の位置が変化した場合には、復旧工事を行う。   However, even if an earthquake or the like occurs and the buildings Bu1 and Bu2 approach or separate from each other and the distance on the X axis in the plane between the buildings Bu1 and Bu2 changes, the amount of change is the allowable seismic isolation amount L1. Or within the range of overlap between the ends of the separation conveyors 31 and 32 and the end of the intermediate conveyor 5, the conveyance of the container 6 is not stopped by the action of the seismic isolation mechanism of the present invention. Can continue. Even if stopped, the conveyance can be resumed as it is. If the positions of the buildings Bu1 and Bu2 change in the Y-axis direction and the Z-axis direction, restoration work is performed.

図2は分離コンベア31,32と中間コンベア5のコンテナ6の搬送形状(支持形態)が図1の例と異なる搬送設備に適用した本発明免震機構の例を模式的に示したものである。   FIG. 2 schematically shows an example of the seismic isolation mechanism of the present invention applied to a transport facility in which the transport shape (support form) of the containers 6 of the separation conveyors 31 and 32 and the intermediate conveyor 5 is different from the example of FIG. .

即ち、図1の例では、分離コンベア31と32がコンベア上面にコンテナ6を載置支持して搬送し、中間コンベア5がコンテナ6のフランジ6aを引掛け支持して搬送するタイプであったが、図2の例では分離コンベア31と32がコンテナ6のフランジ6aを引掛け支持し、中間コンベア5がコンテナ6をその上面に載置支持して搬送するタイプとした。   In other words, in the example of FIG. 1, the separation conveyors 31 and 32 are of the type in which the container 6 is placed and supported on the upper surface of the conveyor and conveyed, and the intermediate conveyor 5 is hooked and supported by the flange 6a of the container 6 for conveyance. In the example of FIG. 2, the separation conveyors 31 and 32 hook and support the flange 6a of the container 6, and the intermediate conveyor 5 places and supports the container 6 on the upper surface thereof for transport.

この結果、中間コンベア5は分離コンベア31,32の分離部4において、これらのコンベア31,32よりも低位に位置するように配置されることとなる。なお、図2の搬送設備における許容免震量L1(分離部4の距離)を始め、各コンベア31,32と5の重複部分の長さや高さ方向での各コンベア31,32と5の関係は、図1の場合と原則として同じである。   As a result, the intermediate conveyor 5 is arranged at a lower position than the conveyors 31 and 32 in the separation unit 4 of the separation conveyors 31 and 32. In addition, the relationship between the conveyors 31, 32 and 5 in the length and height direction of the overlapping portions of the conveyors 31, 32 and 5, including the allowable seismic isolation amount L1 (distance of the separation unit 4) in the transport facility of FIG. Is basically the same as in FIG.

本発明免震機構において、図1の中間コンベア5、或は、図2の分離コンベア31,32のコンテナ6の懸吊形態などによる支持は、フランジ6aの引掛け支持に限られず、フランジ6a以外の部位の引掛け支持や懸吊支持であってもよい。   In the seismic isolation mechanism of the present invention, the support by the suspension form of the container 6 of the intermediate conveyor 5 in FIG. 1 or the separation conveyors 31 and 32 in FIG. 2 is not limited to the hook support of the flange 6a, but other than the flange 6a. It may be a hook support or a suspension support of the part.

また、本発明免震機構は、中間コンベア5とその前後の分離コンベア31,32を高さ方向で差を付けて配設することにより、分離部4を免震許容範囲として、地震等による分離コンベア31,32の前後方向での相対変位に対応し、搬送設備として機能の喪失がないようにしたものである。   In addition, the seismic isolation mechanism of the present invention is configured such that the intermediate conveyor 5 and the separating conveyors 31 and 32 before and after the intermediate conveyor 5 are arranged with a difference in the height direction, so that the separation portion 4 can be separated by an earthquake etc. Corresponding to the relative displacement of the conveyors 31 and 32 in the front-rear direction, there is no loss of function as a transport facility.

従って、中間コンベア5と前後の分離コンベア31,32は高さ方向の設置差があって、搬送されるコンテナ6を各コンベア31,5,32によって連続的に受け渡しし乍ら搬送できれば足りるので、各コンベア31,5,32のコンテナ支持形式が必ず異ならなければならない訳ではない。例えば、コンテナ6に対する支持位置を高さ方向で異ならせば、使用するコンベア31,5,32がすべてコンテナ6の引掛け支持方式であっても、本発明免震機構を形成することができる。   Accordingly, the intermediate conveyor 5 and the front and rear separation conveyors 31 and 32 have a difference in installation in the height direction, and it is sufficient that the containers 6 to be transported can be continuously delivered by the conveyors 31, 5, and 32. The container support types of the conveyors 31, 5 and 32 are not necessarily different. For example, if the support position for the container 6 is varied in the height direction, the seismic isolation mechanism of the present invention can be formed even if the conveyors 31, 5, and 32 to be used are all of the container 6 hook support system.

本発明は以上の通りであって、コンベア式搬送設備の免震機構を、建物内又は建物間に亘って架設された搬送用コンベアの途中を、適宜長さの空間を介在させて分離し、分離したコンベアの間における上方に、前後端部が分離したコンベアの対向している端部間にその間と略同じ長さ乃至一部重複する長さを有する中間コンベアを吊下げステーにより吊下げて分離した前記コンベアに対し前後揺動可能に配設し、分離したコンベアの上面に載せられて搬送される荷物を、分離したコンベアの間に配設された中間コンベアに、引掛乃至吊下姿勢で支持させて搬送するようにして成り、地震などの振動によって前記の分離したコンベアがその前後方向に変位しても中間コンベアも前後方向に変位することによって荷物の搬送ラインが途切れないように構成したから、仮にも地震等の影響で、建物間のX軸方向での距離が変化しても、搬送機能を何ら損なうことなく、従って、復旧工事等を要することなく搬送設備を再び使用することが可能であるから、きわめて実用性が高い。 The present invention is as described above, and the seismic isolation mechanism of the conveyor-type transport facility is separated in the middle of the transport conveyor erected between the buildings or between the buildings through a space of an appropriate length, An intermediate conveyor having a length substantially the same as or partially overlapping between the opposite ends of the separated conveyor is suspended by a suspension stay above the separated conveyors. A baggage which is arranged so as to be able to swing back and forth with respect to the separated conveyor and is carried on the upper surface of the separated conveyor is hooked or suspended on an intermediate conveyor arranged between the separated conveyors. It becomes so as to convey by supported, uninterrupted conveying line luggage by displacing the separate conveyors longitudinal also intermediate conveyor direction be displaced in its longitudinal direction by the vibration of an earthquake Even if the distance in the X-axis direction between buildings changes due to the influence of an earthquake, etc., the transport equipment will be used again without impairing the transport function and without requiring restoration work. It is extremely practical.

本発明免震機構の一例を具備させて天井側に敷設したコンベアタイプの搬送設備を模式的に示した側面図。The side view which showed typically the conveyor type conveyance equipment which comprised an example of this invention seismic isolation mechanism, and was laid in the ceiling side. 本発明免震機構の他の例を具備させて天井側に敷設したコンベアタイプの搬送設備を模式的に示した側面図。The side view which showed typically the conveyor-type conveyance equipment which comprised the other example of this invention seismic isolation mechanism, and was laid in the ceiling side. 図1の免震機構における中間コンベアの設置例を説明するための模式的側面図。The typical side view for demonstrating the installation example of the intermediate conveyor in the seismic isolation mechanism of FIG.

1,2 建物Bu1とBu2の天井
3 コンベア式搬送設備
31,32 分離コンベア
4 分離部
5 中間コンベア
6 コンテナ
6a フランジ
1, 2 Ceilings of buildings Bu1 and Bu2 3 Conveyor type transportation equipment
31, 32 Separation conveyor 4 Separation part 5 Intermediate conveyor 6 Container
6a Flange

Claims (2)

建物内又は建物間に亘って架設された搬送用コンベアの途中を、適宜長さの空間を介在させて分離し、分離したコンベアの間における上方に、前後端部が分離したコンベアの対向している端部間にその間と略同じ長さ乃至一部重複する長さを有する中間コンベアを吊下げステーにより吊下げて分離した前記コンベアに対し前後揺動可能に配設し、分離したコンベアの上面に載せられて搬送される荷物を、分離したコンベアの間に配設された中間コンベアに、引掛乃至吊下姿勢で支持させて搬送するようにして成り、地震などの振動によって前記の分離したコンベアがその前後方向に変位しても中間コンベアも前後方向に変位することによって荷物の搬送ラインが途切れないようにしたことを特徴とするコンベア型搬送設備の免震機構。 Separating the middle of a conveyor for transportation between buildings or between buildings with a space of an appropriate length, facing the conveyor with separated front and rear ends above the separated conveyors An intermediate conveyor having substantially the same length or partly overlapping length between the two ends is suspended by a suspension stay so as to be swingable back and forth , and the upper surface of the separated conveyor The load transported on the conveyor is transported by being supported in a hooked or suspended posture on an intermediate conveyor disposed between the separated conveyors, and the separated conveyors by vibrations such as earthquakes. There conveyor type transport equipment aseismatic means, characterized in that as transfer line therefore luggage also be displaced in the longitudinal direction intermediate conveyor uninterrupted be displaced in its longitudinal direction. 建物内又は建物間に亘って架設された搬送用コンベアの途中を、適宜長さの空間を介在させて分離し、分離したコンベアの間における下方に、前後端部が分離したコンベアの対向している端部間にその間と略同じ長さ乃至一部重複する長さを有する中間コンベアを吊下げステーにより吊下げて分離した前記コンベアに対し前後揺動可能に配設し、分離したコンベアの下面側に支持されて搬送される荷物を、分離したコンベアの間に配設された中間コンベアに、載置姿勢で支持させて搬送するようにして成り、地震などの振動によって分離したコンベアがその前後方向に変位しても中間コンベアも前後方向に変位することによって荷物の搬送ラインが途切れないようにしたことを特徴とするコンベア型搬送設備の免震機構。 Separating the middle of a conveyor for transportation between buildings or between buildings with a space of an appropriate length, and facing the conveyor where the front and rear ends are separated below the separated conveyors. An intermediate conveyor having substantially the same length or partly overlapping length between the two ends is suspended by a hanging stay so as to be swingable back and forth , and the lower surface of the separated conveyor The load supported and transported on the side is transported while being supported on the intermediate conveyor arranged between the separated conveyors in a loading posture, and the conveyor separated by vibrations such as earthquakes A seismic isolation mechanism for a conveyor-type transfer facility, wherein the intermediate conveyor is also displaced in the front-rear direction even if it is displaced in the direction, so that the load carrying line is not interrupted.
JP2004099333A 2004-03-30 2004-03-30 Seismic isolation mechanism for conveyor-type transfer equipment Expired - Fee Related JP4468043B2 (en)

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