JP2014227823A - Mounting structure for fall preventing shelf support of multistory parking space - Google Patents

Mounting structure for fall preventing shelf support of multistory parking space Download PDF

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JP2014227823A
JP2014227823A JP2013122206A JP2013122206A JP2014227823A JP 2014227823 A JP2014227823 A JP 2014227823A JP 2013122206 A JP2013122206 A JP 2013122206A JP 2013122206 A JP2013122206 A JP 2013122206A JP 2014227823 A JP2014227823 A JP 2014227823A
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shelf
shelf support
fall preventing
fall prevention
preventing shelf
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智▲徳▼ 大谷
Tomonori Otani
智▲徳▼ 大谷
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NAGOYA STRUCTURE DESIGN Inc
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NAGOYA STRUCTURE DESIGN Inc
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Abstract

PROBLEM TO BE SOLVED: To provide a fall preventing shelf support which can reduce dimensions of a material for the fall preventing shelf support for being mounted on a wall surface of a building of a self-running type multistory parking space, which can reduce labor for working in a factory, and which has proper workability.SOLUTION: A rib plate 3 is attached to a fall preventing shelf support 1 to shorten a distance between a fulcrum and a point of a lever where a force is applied and to decrease bending moment. A bolt joint makes a girder 4 and the fall preventing shelf support 1 turned into a pin support. Thus, the bending moment is decreased so that the fall preventing shelf support 1 can be thinned.

Description

本発明は、立体駐車場の転落防止用棚支柱の取付構造に関する。  The present invention relates to a mounting structure for a shelf column for preventing falling of a multi-story parking lot.

従来、立体駐車場の外周壁側には車転落防止用棚の設置が建設省通達(昭和61年)により義務付けられている。一般的には鉄骨部材や鉄筋コンクリートの転落防止用棚が設置されている。また、特許文献1に示すような転落防止用棚支柱も考案されている。  Conventionally, the installation of shelves to prevent the vehicle from falling on the outer peripheral wall side of the multistory parking lot has been obligated by a notification from the Ministry of Construction (1986). Generally, shelves for preventing falls of steel members and reinforced concrete are installed. Moreover, a shelf prevention column support as shown in Patent Document 1 has also been devised.

特開2000−96863号公報JP 2000-96863 A

自走式立体駐車場の建物の壁面には、外壁面からの車転落防止のため、おおむね高さが60cmの車転落防止用棚が設けられている。  The wall of the building of the self-propelled multilevel parking garage is provided with a car fall prevention shelf having a height of about 60 cm to prevent the car from falling from the outer wall surface.

車転落防止用棚支柱には、車が棚支柱に衝突した際に、車の衝突のエネルギーを減衰させ、応力を建築主要構造物に確実に伝達するために棚支柱を梁に溶着したり、棚支柱等の材寸を太くしたり、もしくは、棚支柱間のピッチを密にする必要があるため、施工が面倒で、コストがかかってしまう問題があった。  When the car collides with the shelf column, the shelf column is welded to the beam to attenuate the energy of the collision of the vehicle and reliably transmit the stress to the main building structure. There is a problem that construction is troublesome and costly because it is necessary to increase the size of the shelf posts or the like or to increase the pitch between the shelf posts.

この発明は、このような問題を解決するためになされたものであり、その目的とするところは、棚支柱にリブプレートを取り付けることにより、力点と支点の距離が短くなり、曲げモーメントが小さくなり、かつ、ボルト接合により、大梁と棚支柱がピン支承となったことにより、曲げモーメントが小さくなり、棚支柱を細くできることを特徴とする。  The present invention has been made to solve such a problem. The object of the present invention is to attach a rib plate to a shelf column so that the distance between the force point and the fulcrum is shortened and the bending moment is reduced. In addition, since the large beam and the shelf support are pin-supported by the bolt connection, the bending moment is reduced, and the shelf support can be thinned.

さらに、大梁と棚支柱とをボルト接合することにより、工場での加工手間が軽減できる。  Furthermore, the work effort in the factory can be reduced by bolting the girder and the shelf column.

この発明により、棚支柱が細くなり、重量も軽減され、施工性もよくコストも下げることができる。  According to the present invention, the shelf column becomes thin, the weight is reduced, the workability is good, and the cost can be reduced.

本発明に係る実施例1の立体駐車場の転落防止用棚支柱の取付構造を示す断面図である。It is sectional drawing which shows the attachment structure of the shelf support | pillar for fall prevention of the multilevel parking lot of Example 1 which concerns on this invention. 図1のA−A’線断面図である。FIG. 2 is a cross-sectional view taken along line A-A ′ of FIG. 1. 本発明に係る実施例1の立体駐車場の転落防止用棚支柱の取付構造を示す斜視図である。It is a perspective view which shows the attachment structure of the shelf support | pillar for fall prevention of the multilevel parking lot of Example 1 which concerns on this invention. 本発明に係る実施例2の立体駐車場の転落防止用棚支柱の取付構造を示す断面図である。It is sectional drawing which shows the attachment structure of the shelf support | pillar for fall prevention of the multi-story parking lot of Example 2 which concerns on this invention. 図1のB−B’線断面図である。FIG. 2 is a sectional view taken along line B-B ′ of FIG. 1. 本発明に係る実施例1の転落防止用棚支柱の取付構造を示す断面図であり、(イ)は第1施工状態、(ロ)は第2施工状態、(ハ)は第3施工状態、をそれぞれ示す断面図である。It is sectional drawing which shows the attachment structure of the shelf support | pillar for fall prevention of Example 1 which concerns on this invention, (A) is a 1st construction state, (B) is a 2nd construction state, (C) is a 3rd construction state, FIG. 本発明に係るリブプレートを取り付けた場合の曲げモーメント図である。It is a bending moment figure at the time of attaching the rib plate which concerns on this invention. リブプレートを取り付けていない場合の曲げモーメント図である。It is a bending moment figure in case the rib plate is not attached.

図8に示すように従来の転落防止用棚の曲げモーメント図は、大梁と棚支柱の接合部を剛接合としているので接合部で曲げモーメントは最大となり、その応力に対応できるだけの棚支柱の材寸が必要となる。これに対し図7の本発明の曲げモーメント図は、リブプレートの上端が支点、大梁と棚支柱の接合部がピン支承となることでリブプレートの上端部の曲げモーメントが最大となるので、それに対応できる材寸となるので、材寸が従来の転落防止棚支柱よりも細くできる。  As shown in FIG. 8, the bending moment diagram of the conventional shelves for fall prevention has a rigid joint at the joint between the girder and the shelf column, so the bending moment is maximized at the junction, and the material of the shelf column that can handle the stress. Dimensions are required. On the other hand, the bending moment diagram of the present invention in FIG. 7 shows that the bending moment at the upper end of the rib plate is maximized because the upper end of the rib plate is a fulcrum, and the joint between the beam and the shelf column is a pin support. Since the material size can be accommodated, the material size can be made thinner than the conventional fall prevention shelf column.

大梁と棚支柱の接合が溶着ではなく、ボルト接合なので工場での加工手間を軽減できるとともに、現場での施工も容易である。  The joint between the girder and the shelves is not welded, but is bolted, which reduces the processing effort at the factory and makes it easy to perform on-site construction.

本発明の実施形態を、図面に基づいて説明する。  Embodiments of the present invention will be described with reference to the drawings.

図1〜図7に示す本発明に係る立体駐車場の転落防止用棚支柱の取付構造において、1は転落防止用棚支柱、2はガードレール、3はリブプレート、4は大梁、5は床梁、6は床、7はリブ底プレート、8は取付ボルト、9は転落防止用棚、10は棚支柱プレートである。  1 to 7, 1 is a fall prevention shelf column, 2 is a guard rail, 3 is a rib plate, 4 is a large beam, and 5 is a floor beam. , 6 is a floor, 7 is a rib bottom plate, 8 is a mounting bolt, 9 is a shelf for preventing falls, and 10 is a shelf support plate.

リブプレート3は、ガードレール2を棚用支柱の側面に取り付けた場合、床面の上端からガードレール2の上端までの中間の位置、または、ガイドレールを棚用支柱の上端に取り付けた場合、床面の上端より5cmから10cmの高さに取り付けられるものである。  When the guard rail 2 is attached to the side surface of the shelf post, the rib plate 3 is located at an intermediate position from the upper end of the floor surface to the upper end of the guard rail 2 or when the guide rail is attached to the upper end of the shelf post. It is attached to a height of 5 cm to 10 cm from the upper end of the.

本例において、リブプレート3の形状は、台形もしくは台形の端部を切り欠いた片台形の形状である。  In this example, the shape of the rib plate 3 is a trapezoidal shape or a one-sided trapezoidal shape with a trapezoidal end cut out.

リププレート3下端にリブ底プレート7が水平に配してある。  A rib bottom plate 7 is disposed horizontally at the lower end of the lip plate 3.

本例において、リブ底プレート7には、大梁4とのボルト接合の為に孔が4から6個開けられている。  In this example, 4 to 6 holes are formed in the rib bottom plate 7 for bolting the large beam 4.

施工方法は、図6の(イ)に示すようにあらかじめ工場で転落防止用棚支柱1にリブプレート3およびリブ底プレート7、棚支柱プレート10を溶着させる。  In the construction method, as shown in FIG. 6A, the rib plate 3, the rib bottom plate 7, and the shelf column plate 10 are welded to the fall-preventing shelf column 1 in advance at the factory.

次に、図6の(ロ)、(ハ)に示すように、立体駐車場の外壁に設置される転落防止用棚9において、転落防止用棚支柱1に支持されているガードレール2、大梁4とを転落防止用棚支柱1に溶着されたリブ底プレート7、棚支柱プレート10をそれぞれ取付ボルト8を用いてボルト接合する。  Next, as shown in FIGS. 6B and 6C, in the fall prevention shelf 9 installed on the outer wall of the multistory parking lot, the guard rail 2 and the girder 4 supported by the fall prevention shelf column 1 are supported. And the rib bottom plate 7 and the shelf column plate 10 welded to the shelf column 1 for preventing fall are respectively bolted by using the mounting bolts 8.

その後、床6にコンクリートを打設する。  Thereafter, concrete is placed on the floor 6.

請求項1、2に係る発明の他の実施形態について説明する。図4、5はガードレールが転落防止用棚支柱の上部に取り付けられたものである。  Another embodiment of the invention according to claims 1 and 2 will be described. 4 and 5, the guardrail is attached to the upper part of the fall prevention shelf column.

以上に、本発明の実施形態を示したが、本発明はこれに限られるものではなく、発明思想を逸脱しない範囲で各種の変更が可能である。棚支柱はH型鉄骨柱に限らず、角型鋼などの各種の鉄骨柱であってもよい。  Although the embodiment of the present invention has been described above, the present invention is not limited to this, and various modifications can be made without departing from the spirit of the invention. The shelf column is not limited to the H-type steel column, and may be various types of steel columns such as square steel.

本発明は、立体駐車場用に開発したものであるが、各種建築物および構築物の転落防止用棚支柱にも適用できる。  Although the present invention was developed for a multi-story parking lot, it can also be applied to a shelf column for preventing falls of various buildings and structures.

1 転落防止用棚支柱
2 ガードレール
3 リブプレート
4 大梁
5 床梁
6 床
7 リブ底プレート
8 取付ボルト
9 落防止用棚
10 棚支柱プレート
DESCRIPTION OF SYMBOLS 1 Fall prevention shelf support 2 Guard rail 3 Rib plate 4 Large beam 5 Floor beam 6 Floor 7 Rib bottom plate 8 Mounting bolt 9 Fall prevention shelf 10 Shelf support plate

Claims (2)

立体駐車場の外壁に設置される転落防止用棚において、複数本の棚用支柱に取り付けられるものであり、ガードレールを棚用支柱の側面に取り付けた場合、床面の上端からガードレールの上端までの中間の位置、または、ガードレールを棚用支柱の上端に取り付けた場合、床面の上端より5cmから10cmの高さに取り付けられ、台形もしくは台形の端部を切り欠いた片台形の形状のリブプレートと、リププレート下端に水平に配したリプ底プレートと、からなり、
リブ底プレートに大梁とのボルト接合の為に孔が4から6個開けられていることを特徴とする転落防止用棚支柱の取付構造。
In the fall prevention shelf installed on the outer wall of the multistory parking lot, it is attached to a plurality of shelves and when the guardrail is attached to the side of the shelves, it is from the top of the floor to the top of the guardrail. Rib plate with a trapezoidal shape or a trapezoidal shape with a trapezoidal or trapezoidal end notched when mounted at an intermediate position or when the guardrail is attached to the upper end of a shelf post And a lip bottom plate arranged horizontally at the lower end of the lip plate,
A structure for mounting a shelf column for preventing falls, wherein 4 to 6 holes are formed in the rib bottom plate for bolting with a large beam.
立体駐車場の外壁に設置される転落防止用棚において複数本の棚支柱が建物の主要構造体である大梁にピン支承となるボルト接合されていることを特徴とする請求項1記載の転落防止用棚支柱の取付構造。  2. The fall prevention according to claim 1, wherein a plurality of shelf columns are bolted as pin supports to a large beam which is a main structure of a building in a fall prevention shelf installed on an outer wall of a multistory parking lot. Mounting structure for shelf support.
JP2013122206A 2013-05-23 2013-05-23 Mounting structure for fall preventing shelf support of multistory parking space Pending JP2014227823A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105863322A (en) * 2016-06-08 2016-08-17 株洲华盛实业有限公司 Anti-falling method for simple type double-layer stereo garage and simple type double-layer stereo garage
JP2018040215A (en) * 2016-09-09 2018-03-15 大和リース株式会社 Self-traveling type multistory parking place

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105863322A (en) * 2016-06-08 2016-08-17 株洲华盛实业有限公司 Anti-falling method for simple type double-layer stereo garage and simple type double-layer stereo garage
CN105863322B (en) * 2016-06-08 2018-03-06 株洲华盛实业有限公司 The fall arrest method and plain type double-deck three-dimensional of plain type double-deck three-dimensional
JP2018040215A (en) * 2016-09-09 2018-03-15 大和リース株式会社 Self-traveling type multistory parking place

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