JPH0578834U - Multilevel parking facility - Google Patents

Multilevel parking facility

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Publication number
JPH0578834U
JPH0578834U JP1591392U JP1591392U JPH0578834U JP H0578834 U JPH0578834 U JP H0578834U JP 1591392 U JP1591392 U JP 1591392U JP 1591392 U JP1591392 U JP 1591392U JP H0578834 U JPH0578834 U JP H0578834U
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JP
Japan
Prior art keywords
wall plate
frame structure
steel frame
vibration
parking
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.)
Withdrawn
Application number
JP1591392U
Other languages
Japanese (ja)
Inventor
盛展 西浦
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shinmaywa Industries Ltd
Original Assignee
Shinmaywa Industries Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shinmaywa Industries Ltd filed Critical Shinmaywa Industries Ltd
Priority to JP1591392U priority Critical patent/JPH0578834U/en
Publication of JPH0578834U publication Critical patent/JPH0578834U/en
Withdrawn legal-status Critical Current

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Abstract

(57)【要約】 【目的】駐車塔の鉄骨構造体2に取り付けられる外壁板
16の振動を防止する。 【構成】上記外壁板16は、水平方向に引張力が与えら
れた状態でその両側縁が張力調節手段17を介して上記
鉄骨構造体2に結合され、当該外壁板16の水平方向に
おける中間部は上記鉄骨構造体2に対し中間支持手段1
8によって板面に垂直な方向へ移動自在に支持されてい
る。
(57) [Summary] [Purpose] To prevent vibration of the outer wall plate 16 attached to the steel frame structure 2 of the parking tower. The outer wall plate (16) is joined to the steel frame structure (2) through tension adjusting means (17) at its both side edges in a state where a tensile force is applied in the horizontal direction, and the outer wall plate (16) has a horizontal intermediate portion. Is an intermediate support means 1 for the steel frame structure 2
It is supported by 8 so as to be movable in the direction perpendicular to the plate surface.

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]

本考案は立体駐車設備に関する。 The present invention relates to a multilevel parking facility.

【0002】[0002]

【従来の技術】[Prior Art]

立体駐車設備は、地上に立設された鉄骨構造体に平板状の外壁板が支持されて なる駐車塔内に、多数の車両を上下移動可能に収容する機械式駐車装置が上記鉄 骨構造体に支持されて設けられているものとして、一般に知られている。図6に は駐車塔65の構造が示されている。すなわち、駐車塔65の外壁板68は、機 械式駐車装置を支持する鉄骨構造体69の梁70に剛に結合されている。図7及 び図8には外壁板68の支持構造の一例が具体的に示されており、外壁板68は タテ胴縁71及びブラケット72を介して梁70に結合されている。 In the multi-level parking facility, a mechanical parking device that accommodates a large number of vehicles in a vertically movable manner is installed in the parking tower in which a flat outer wall plate is supported by a steel frame structure standing on the ground. Is generally known as being supported and provided by the. FIG. 6 shows the structure of the parking tower 65. That is, the outer wall plate 68 of the parking tower 65 is rigidly connected to the beam 70 of the steel structure 69 that supports the mechanical parking device. 7 and 8 specifically show an example of a support structure for the outer wall plate 68, and the outer wall plate 68 is coupled to the beam 70 via a vertical furring strip 71 and a bracket 72.

【0003】 かかる立体駐車設備においては、機械式駐車装置が運転されると、これが振動 源となって、図9に示すように、駐車塔65がその固有の振動モードで振動し、 その結果、駐車塔65の外壁板がスピーカの振動板と同様の働きをして周辺の家 屋に低周波音ないしは低周波振動を与えることがある。In such a three-dimensional parking facility, when the mechanical parking device is operated, this serves as a vibration source, and the parking tower 65 vibrates in its own vibration mode as shown in FIG. The outer wall plate of the parking tower 65 may act like the diaphragm of the speaker to give low-frequency sound or low-frequency vibration to the surrounding houses.

【0004】 これに対して、上記駐車塔の制振のために、その内部の機械式駐車装置に制振 装置を付設するという提案はある。例えば、実開昭59−48962号公報には 駐車装置の支持台を駐車塔に吊り下げ支持するという提案が開示され、実開昭6 2−71435号公報や実開昭63−201237号公報には、駐車装置の台座 に制振手段を取り付けるという提案が開示されている。On the other hand, there is a proposal to attach a vibration damping device to a mechanical parking device inside the parking tower for damping the vibration. For example, Japanese Utility Model Laid-Open No. 59-48962 discloses a proposal of suspending and supporting a support base of a parking device on a parking tower, and Japanese Utility Model Publication No. 62-71435 and Japanese Utility Model Publication No. 63-201237. Discloses a proposal to attach damping means to the pedestal of the parking device.

【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、上記各提案は、機械式駐車装置の振動が鉄骨構造体に伝わらないよう にするという点で、それなりの効果があるものの、かかる振動伝達を効率良く抑 えることは実際には難しく、上記外壁板の振動という問題がなお残り、また、駐 車塔の内部構造も複雑になる。 そこで、本考案においては、鉄骨構造体から外壁板への振動伝達を抑えようと するものである。 However, although each of the above proposals has a certain effect in that the vibration of the mechanical parking device is prevented from being transmitted to the steel frame structure, it is actually difficult to effectively suppress such vibration transmission. The problem of vibration of the outer wall plate still remains, and the internal structure of the parking tower becomes complicated. Therefore, in the present invention, it is intended to suppress the vibration transmission from the steel frame structure to the outer wall plate.

【0006】[0006]

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

本考案は、このような課題に対して、図6に示すように、機械式駐車装置の運 転に伴って鉄骨構造体の梁及び外壁板が共に同じような振動モードで撓み、その ことで低周波音や低周波振動を発生するという点に鑑み、上記鉄骨構造体の振動 に対し外壁板が追従しない構造とするものである。 In order to solve such a problem, the present invention, as shown in FIG. 6, causes both the beam and the outer wall plate of the steel frame structure to flex in the same vibration mode as the mechanical parking device operates, and as a result, In view of generation of low frequency sound and low frequency vibration, the outer wall plate does not follow the vibration of the steel frame structure.

【0007】 すなわち、上記課題を解決する手段は、地上に立設された鉄骨構造体に平板状 の外壁板が取り付けられてなる駐車塔内に、多数の車両を上下移動可能に収容す る機械式駐車装置が上記鉄骨構造体に支持されて設けられている立体駐車設備で あって、 上記外壁板は、水平方向に引張力が与えられた状態でその両側縁が上記鉄骨構 造体に結合され、当該外壁板の水平方向における中間部は上記鉄骨構造体に対し 外壁板の板面に垂直な方向へ移動自在に支持されていることを特徴とするもので ある。That is, the means for solving the above-mentioned problems is a machine for accommodating a large number of vehicles in a vertically movable manner in a parking tower in which a flat outer wall plate is attached to a steel frame structure erected on the ground. The parking structure is a multi-level parking facility supported by the steel frame structure, wherein the outer wall plate is connected to the steel frame structure at both side edges thereof in a state in which a tensile force is applied in the horizontal direction. The intermediate portion of the outer wall plate in the horizontal direction is movably supported by the steel frame structure in a direction perpendicular to the plate surface of the outer wall plate.

【0008】 この場合、上記外壁板の中間部と鉄骨構造体との間に、当該鉄骨構造体に対す る外壁板の板面に垂直な方向の振動を減衰する振動減衰手段を設けることは、上 記課題を解決するさらに好適な手段となる。In this case, between the intermediate portion of the outer wall plate and the steel frame structure, the vibration damping means for damping the vibration in the direction perpendicular to the plate surface of the outer wall plate facing the steel frame structure is provided. This is a more suitable means for solving the above problems.

【0009】[0009]

【作用】[Action]

上記立体駐車設備においては、外壁板の中間部は鉄骨構造体に対し板面に垂直 な方向に移動自在であるから、機械式駐車装置の運転に伴って鉄骨構造体が振動 しても、当該中間部が鉄骨構造体に機械的に追従して振動することはない。そし て、上記外壁板には水平方向の引張力が付与されているから、鉄骨構造体と共振 し難くなる。 In the above multi-level parking facility, since the middle part of the outer wall plate is movable in the direction perpendicular to the plate surface with respect to the steel frame structure, even if the steel frame structure vibrates due to the operation of the mechanical parking device, The intermediate portion does not mechanically follow the steel frame structure and vibrate. Further, since a horizontal tensile force is applied to the outer wall plate, it is difficult to resonate with the steel structure.

【0010】 また、さらに振動減衰手段を設けた場合、これによって外壁板の振動がより効 果的に抑えられることになる。Further, when the vibration damping means is further provided, the vibration of the outer wall plate can be effectively suppressed.

【0011】[0011]

【考案の効果】[Effect of the device]

従って、本考案によれば、機械式駐車装置を支持する鉄骨構造体に対し、外壁 板に水平方向の引張力を与えた状態で該外壁板の両側縁を結合し、且つ当該外壁 板の水平方向における中間部を板面に垂直な方向へ移動自在に支持せしめたから 、鉄骨構造体の振動によって外壁板が振動することを抑え、駐車塔周辺に低周波 音や低周波振動を及ぼすことを防止することができる。 Therefore, according to the present invention, the steel frame structure supporting the mechanical parking device is connected to both side edges of the outer wall plate in a state in which a horizontal tensile force is applied to the outer wall plate, and the horizontal wall of the outer wall plate is connected. Since the middle part in the vertical direction is movably supported in the direction perpendicular to the plate surface, vibration of the outer wall plate due to vibration of the steel frame structure is suppressed, and low-frequency sound and low-frequency vibration are prevented from affecting the parking tower area. can do.

【0012】 また、振動減衰手段を有するものによれば、振動及び騒音をより効果的に抑え ることができる。Further, according to the device having the vibration damping means, vibration and noise can be suppressed more effectively.

【0013】[0013]

【実施例】【Example】

以下、本発明の実施例を図面に基づいて説明する。 −全体構成− 図1に立体駐車設備1の全体構成が示されている。同図において、2は機械式 駐車装置4を支持する鉄骨構造体、3は鉄骨構造体2に取り付けられた外装材で ある。鉄骨構造体2は、図2にも示すように4本の柱5、上下に間隔をおいて配 設され相隣る柱5,5を結ぶ梁6、及び斜材7を備えてなる。駐車装置4は、上 下のスプロケット10,10に巻掛けられたエンドレスチェーン11により、車 両Wを収容載置する多数のケージ12を循環移動可能に支持したものであり、上 側のスプロケット10を駆動モータ(図示省略)により回転駆動するように構成 されている。外装材3は、天井板15と外壁板16とよりなる。 Embodiments of the present invention will be described below with reference to the drawings. -Overall configuration-The overall configuration of the multilevel parking facility 1 is shown in FIG. In the figure, 2 is a steel frame structure that supports the mechanical parking device 4, and 3 is an exterior material attached to the steel frame structure 2. As shown in FIG. 2, the steel frame structure 2 includes four pillars 5, beams 6 vertically arranged at intervals and connecting adjacent columns 5 and 5, and a diagonal member 7. The parking device 4 supports a large number of cages 12 for accommodating and mounting a vehicle W in a circulating manner by an endless chain 11 wound around upper and lower sprockets 10 and 10. Is driven to rotate by a drive motor (not shown). The exterior material 3 includes a ceiling plate 15 and an outer wall plate 16.

【0014】 −外壁板の鉄骨構造体に対する取付構造− 外壁板16は、平板状をなし、図3に示すように、両側縁部の各々が鉄骨構造 体2の柱5,5に張力調節手段17を介して結合され、水平方向における中間部 が中間支持手段18,18及び振動減衰手段19によって鉄骨構造体2の梁6に 支持されている。-Mounting Structure of Outer Wall Plate to Steel Structure-The outer wall plate 16 has a flat plate shape, and as shown in FIG. 3, both side edge portions have tension adjusting means on columns 5 and 5 of the steel structure 2, respectively. The intermediate portion in the horizontal direction is connected to the beam 6 of the steel structure 2 by the intermediate supporting means 18, 18 and the vibration damping means 19.

【0015】 −張力調節手段− 張力調節手段17は図4に具体的に示されている。まず、上記柱5には水平断 面T形の支持部材21の頂部が固定されていて、該支持部材21の脚部に貫通孔 が形成されている。上記張力調節手段17は、上記支持部材21の脚部を支えと して外壁板16に水平方向の引張力を付与するものであり、外壁板16の側縁部 に取り付けられた取付金具22と、該取付金具22より外壁板16の側端面外方 へ水平に突出し上記支持部材21の脚部貫通孔に挿入されたボルト23と、該ボ ルト23に螺合する締付ナット24及びロックナット25とを備えてなる。-Tension Adjusting Means- The tension adjusting means 17 is specifically shown in FIG. First, the top of a horizontal section T-shaped support member 21 is fixed to the pillar 5, and a through hole is formed in the leg of the support member 21. The tension adjusting means 17 applies a tensile force in the horizontal direction to the outer wall plate 16 by supporting the leg portions of the supporting member 21. A bolt 23 that horizontally protrudes outward from the side end surface of the outer wall plate 16 from the mounting bracket 22 and is inserted into a leg through hole of the support member 21, and a tightening nut 24 and a lock nut that are screwed into the bolt 23. 25 and.

【0016】 すなわち、外壁板16は、その両側縁に設けられた張力調節手段17,17の 各々の締付ナット24の締付によって水平方向に所定の引張力が付与され、その 状態でのロックナット25の締付により上記支持部材21を介して柱5に結合さ れているものである。That is, the outer wall plate 16 is given a predetermined tensile force in the horizontal direction by tightening the tightening nuts 24 of the tension adjusting means 17, 17 provided on both side edges of the outer wall plate 16, and the outer wall plate 16 is locked in that state. It is connected to the pillar 5 via the support member 21 by tightening the nut 25.

【0017】 −中間支持手段− 中間支持手段18は、図5に具体的に示されており、外壁板16の水平方向に おける中間部を上記梁6に対し板面に垂直な方向へ移動自在に支持するものであ り、外壁板16の内面に固定された受け部材31と、梁6に固定された支持部材 32とよりなる。—Intermediate Support Means— The intermediate support means 18 is specifically shown in FIG. 5, and the intermediate portion of the outer wall plate 16 in the horizontal direction is movable with respect to the beam 6 in a direction perpendicular to the plate surface. And a supporting member 32 fixed to the inner surface of the outer wall plate 16 and a supporting member 32 fixed to the beam 6.

【0018】 上記受け部材31は、周縁部が外壁板16に固定されていて、中央部に梁6側 へ隆起した受け部31aを備え、該受け部31aに貫通孔31bが形成されてな る。上記支持部材32は、上記受け部31aの内部に頭部36が設けられて軸部 (ねじ部)が上記受け部材31の貫通孔31bを通して梁6の方に突出されたボ ルト35と、該ボルト35の軸部を梁6に固定する内側及び外側の両ナット33 ,34とを備えてなる。The receiving member 31 has a peripheral edge portion fixed to the outer wall plate 16, a receiving portion 31a protruding toward the beam 6 in the central portion, and a through hole 31b formed in the receiving portion 31a. .. The support member 32 includes a head 35 provided inside the receiving portion 31a, and a shaft portion (screw portion) protruding toward the beam 6 through the through hole 31b of the receiving member 31; It is provided with both inner and outer nuts 33, 34 for fixing the shaft portion of the bolt 35 to the beam 6.

【0019】 この場合、上記受け部31aの貫通孔31bは上記外ナット34及びボルト頭 部36の外径よりも小さく形成されている。これにより、上記外壁板16は梁6 に対し板面垂直方向への相対変位がこの外ナット34とボルト頭部36との間隔 だけ許容されているものであり、また、上記外ナット34とボルト頭部36とは 外壁板16の過度の変位を規制するストッパの機能を果たす。In this case, the through hole 31b of the receiving portion 31a is formed smaller than the outer diameter of the outer nut 34 and the bolt head portion 36. As a result, the outer wall plate 16 allows relative displacement in the direction perpendicular to the plate surface with respect to the beam 6 by the distance between the outer nut 34 and the bolt head 36, and the outer nut 34 and the bolt. The head portion 36 functions as a stopper that restricts excessive displacement of the outer wall plate 16.

【0020】 −振動減衰手段− 上記振動減衰手段19は、ピストンで区画された2つの室を有するシリンダを 備え、該シリンダ内に上記2つの室を移動可能な流体を封入してなるダンパーに よって構成されていて、シリンダが梁6に固定され、ピストンロッドが外壁板1 6に固定されている。この振動減衰手段19の減衰特性は、外壁板16の固有振 動数で減衰力が最も高くなるように設定されている。—Vibration Damping Unit— The vibration damping unit 19 includes a cylinder having two chambers partitioned by a piston, and a damper formed by enclosing a fluid capable of moving the two chambers in the cylinder. The cylinder is fixed to the beam 6, and the piston rod is fixed to the outer wall plate 16. The damping characteristic of the vibration damping means 19 is set so that the damping force becomes the highest at the natural frequency of the outer wall plate 16.

【0021】 −作用効果− 従って、上記立体駐車設備1の場合、駐車装置4の運転によって鉄骨構造体2 が振動し梁6がその自重で水平方向に撓んでも、その撓み量が当該梁6と外壁板 16との間に許容される相対変位の範囲内であれば、外壁板16の中間部には変 位を生じない。つまり、上記梁6の撓みは外壁板16の直接の振動原因とはなら ない。-Effects-Thus, in the case of the above-described multi-level parking facility 1, even if the steel frame structure 2 vibrates and the beam 6 bends in the horizontal direction due to its own weight due to the operation of the parking device 4, the amount of deflection is the same. If the relative displacement between the outer wall plate 16 and the outer wall plate 16 is within the range, no displacement occurs in the intermediate portion of the outer wall plate 16. That is, the bending of the beam 6 does not directly cause the outer wall plate 16 to vibrate.

【0022】 また、外壁板16には鉄骨構造体2の振動が柱5を介して伝達されるが、この 外壁板16には水平方向の引張力が付与されているから、鉄骨構造体2との共振 が防がれる。特に、本実施例の場合、外壁板16の水平方向の引張力を調節でき るようにしたから、外壁板16の固有振動数を鉄骨構造体2の固有振動数に互い に共振しないように設定することが容易である。また、外壁板16が鉄骨構造体 2に対して振動するとき、振動減衰手段19の作用によってその振動が抑えられ 、特に、外壁板16が外部振動に固有振動数で共振することが振動減衰手段19 によって効果的に防止される。Further, the vibration of the steel frame structure 2 is transmitted to the outer wall plate 16 through the pillar 5, but since a horizontal tensile force is applied to the outer wall plate 16, it is Resonance is prevented. Particularly, in the case of this embodiment, since the horizontal tensile force of the outer wall plate 16 can be adjusted, the natural frequency of the outer wall plate 16 is set so as not to resonate with the natural frequency of the steel structure 2. Easy to do. Further, when the outer wall plate 16 vibrates with respect to the steel structure 2, the vibration is suppressed by the action of the vibration damping means 19, and in particular, the outer wall board 16 resonates at the natural frequency with the external vibration. Effectively prevented by 19.

【0023】 地震や強風によって外壁板16に過大な外力が作用した場合、梁6に固定の支 持部材32の外ナット34あるいはボルト頭部36が外壁板16側の受け部材3 1の受け部31aに当接し、外壁板16の過度の変位を防止する。つまり、上記 過大な外力は鉄骨構造体2で受けられるようになるから、外壁板16の破損が防 止される。When an excessive external force acts on the outer wall plate 16 due to an earthquake or a strong wind, the outer nut 34 or the bolt head 36 of the supporting member 32 fixed to the beam 6 receives the receiving portion of the receiving member 31 on the outer wall plate 16 side. The outer wall plate 16 is prevented from excessively displacing by abutting against 31a. That is, since the excessive external force can be received by the steel frame structure 2, the outer wall plate 16 is prevented from being damaged.

【0024】 なお、図7,図8に示すように、外壁板と梁との間にタテ胴縁71及びブラケ ット72を設ける場合には、外壁板とタテ胴縁との間、あるいは梁とブラケット との間に上記中間支持手段18や振動減衰手段19を設けてもよい。As shown in FIGS. 7 and 8, when the vertical furring strip 71 and the bracket 72 are provided between the outer wall plate and the beam, the outer wall plate and the vertical furring strip are provided between the outer wall plate and the vertical furring strip. The intermediate support means 18 and the vibration damping means 19 may be provided between the bracket and the bracket.

【0025】 また、外壁板自体の引張強度が低い場合には、外壁板に鋼帯を固定し該鋼帯に 引張力を付与するようにしてもよい。When the outer wall plate itself has a low tensile strength, a steel strip may be fixed to the outer wall plate to apply a tensile force to the steel strip.

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

【図1】立体駐車設備の縱断面図[Fig. 1] Cross-sectional view of multilevel parking facility

【図2】駐車塔の水平断面図[Figure 2] Horizontal sectional view of the parking tower

【図3】外壁板と柱と梁とを示す水平断面図FIG. 3 is a horizontal cross-sectional view showing outer wall plates, columns and beams.

【図4】水平張力調節手段を示す水平断面図FIG. 4 is a horizontal sectional view showing horizontal tension adjusting means.

【図5】中間支持手段を示す水平断面図FIG. 5 is a horizontal sectional view showing an intermediate supporting means.

【図6】従来の駐車塔の振動の態様を示す水平断面図FIG. 6 is a horizontal sectional view showing a vibration mode of a conventional parking tower.

【図7】従来の梁と外壁板との結合構造を示す水平断面
FIG. 7 is a horizontal cross-sectional view showing a conventional connecting structure of a beam and an outer wall plate.

【図8】従来の梁と外壁板との結合構造を示す縱断面図FIG. 8 is a vertical cross-sectional view showing a conventional connecting structure of a beam and an outer wall plate.

【図9】駐車塔の振動による周囲の家屋への影響を示す
側面図
FIG. 9 is a side view showing the influence of the vibration of the parking tower on the surrounding houses.

【符号の説明】[Explanation of symbols]

1 立体駐車設備 2 鉄骨構造体 4 機械式駐車装置 5 柱 6 梁 16 外壁板 17 張力調節手段 18 中間支持手段 19 振動減衰手段 DESCRIPTION OF SYMBOLS 1 Multi-level parking facility 2 Steel structure 4 Mechanical parking device 5 Pillar 6 Beam 16 Outer wall board 17 Tension adjusting means 18 Intermediate support means 19 Vibration damping means

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】地上に立設された鉄骨構造体に平板状の外
壁板が取り付けられてなる駐車塔内に、多数の車両を上
下移動可能に収容する機械式駐車装置が上記鉄骨構造体
に支持されて設けられている立体駐車設備であって、 上記外壁板は、水平方向に引張力が与えられた状態でそ
の両側縁が上記鉄骨構造体に結合され、当該外壁板の水
平方向における中間部は上記鉄骨構造体に対し外壁板の
板面に垂直な方向へ移動自在に支持されていることを特
徴とする立体駐車設備。
1. A mechanical parking device for accommodating a large number of vertically movable vehicles in a parking tower in which a flat outer wall plate is attached to a steel frame structure erected on the ground. A supported multi-storied parking facility, wherein the outer wall plate has its both side edges joined to the steel structure in a state in which a tensile force is applied in the horizontal direction, and the outer wall plate has an intermediate portion in the horizontal direction. A three-dimensional parking facility, wherein the part is supported movably in a direction perpendicular to the plate surface of the outer wall plate with respect to the steel frame structure.
【請求項2】上記外壁板の中間部と鉄骨構造体との間
に、当該鉄骨構造体に対する外壁板の板面に垂直な方向
の振動を減衰する振動減衰手段が設けられている請求項
1に記載の立体駐車設備。
2. A vibration damping means for damping vibration in a direction perpendicular to the plate surface of the outer wall plate with respect to the steel frame structure is provided between the intermediate portion of the outer wall plate and the steel frame structure. The multilevel parking facility described in.
JP1591392U 1992-03-26 1992-03-26 Multilevel parking facility Withdrawn JPH0578834U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1591392U JPH0578834U (en) 1992-03-26 1992-03-26 Multilevel parking facility

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1591392U JPH0578834U (en) 1992-03-26 1992-03-26 Multilevel parking facility

Publications (1)

Publication Number Publication Date
JPH0578834U true JPH0578834U (en) 1993-10-26

Family

ID=11902024

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1591392U Withdrawn JPH0578834U (en) 1992-03-26 1992-03-26 Multilevel parking facility

Country Status (1)

Country Link
JP (1) JPH0578834U (en)

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Effective date: 19960606