JPH084277A - Temporary scaffold unit for multistoried parking garage, and construction method of multistory parking garage using the same - Google Patents
Temporary scaffold unit for multistoried parking garage, and construction method of multistory parking garage using the sameInfo
- Publication number
- JPH084277A JPH084277A JP13465494A JP13465494A JPH084277A JP H084277 A JPH084277 A JP H084277A JP 13465494 A JP13465494 A JP 13465494A JP 13465494 A JP13465494 A JP 13465494A JP H084277 A JPH084277 A JP H084277A
- Authority
- JP
- Japan
- Prior art keywords
- parking lot
- storey parking
- temporary scaffolding
- scaffolding unit
- temporary
- 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.)
- Pending
Links
Landscapes
- Movable Scaffolding (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本願発明は、複数の柱、各柱間に
架設される複数の梁及び胴縁、及び各胴縁に取り付けら
れる外装材等を建屋とする、複数階において自動車等が
駐車可能な立体駐車場を構築する際に用いる立体駐車場
用仮設足場ユニット及びそれを用いた立体駐車場構築工
法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention has a plurality of pillars, a plurality of beams and furrings installed between the pillars, an exterior material attached to each furring, etc. The present invention relates to a temporary scaffolding unit for a multistory parking lot used when constructing a multistory parking lot that can be parked, and a multistory parking lot construction method using the same.
【０００２】[0002]
【従来技術及び発明が解決しようとする課題】所謂バブ
ル崩壊後においても道交法・建築法の改正に伴い広いニ
−ズで駐車場の需要が有る。斯かる背景の下、狭いスペ
−スで多数の車両を収容できるという利点から、立体駐
車場は注目され多数構築されている。立体駐車場につい
ては種々のものが開発提供されているが、その一つに複
数の柱、各柱間に架設される複数の梁及び胴縁、及び各
胴縁に取り付けられる外装材等を建屋とするものがあ
る。この種の立体駐車場には、建屋内を鉛直面内におい
て回転するゴンドラに車両を載せるタイプ、また車両を
載せた（あるいは空の）パレットをリフトにより個別に
出し入れするリフトタイプなどがある。このタイプの立
体駐車場は狭い敷地において多数の駐車台数を確保する
ことができることから、駐車場の需要が多い都心部にお
いて構築されている。2. Description of the Related Art Even after the so-called bubble burst, there is a widespread need for parking lots due to the revision of the Road and Building Law. Under such a background, a multi-storey car park has attracted attention and is constructed in large numbers because of the advantage that a large number of vehicles can be accommodated in a narrow space. Various types of multi-storey parking lots have been developed and provided. One of them is a building with multiple pillars, multiple beams and furrings installed between each pillar, and exterior materials attached to each furring. There is something to do. In this type of multi-storey parking lot, there are a type in which a vehicle is placed on a gondola that rotates in a vertical plane in the building, and a lift type in which a pallet on which a vehicle is placed (or an empty pallet) is individually put in and out by a lift. Since this type of multi-storey parking lot can secure a large number of parking lots in a small site, it is built in the center of the city where there is a large demand for parking lots.
【０００３】ところで、地価が以前に比べて下がったと
はいえ都心部では未だ土地評価額は高く、立体駐車場の
予定敷地が狭いことが非常に多い。そのため、図９に示
すように立体駐車場を敷地境界線付近（図９においては
東側及び南側境界線付近）にできるだけ寄せることが行
なわれる（立体駐車場の建屋床面積は決まっているので
それを縮小することはできない）。また、敷地面積に余
裕のない場合も少なくないため、立体駐車場を敷地一杯
に建てられないか、とのニーズも大きい。By the way, although the land price is lower than before, the valuation of land is still high in the central part of the city, and the planned site of the multi-storey parking lot is very small. Therefore, as shown in FIG. 9, the multi-storey parking lot should be located as close as possible to the site boundary line (in the vicinity of the east and south boundary lines in FIG. 9). It cannot be reduced). In addition, there are many cases where there is no room in the site area, so there is a great need to build a multi-storey car park to fill the site.
【０００４】なお、敷地の前面（西側）を空けているの
は、車１台分の駐車スペ−スを設けなければならない為
である。図中、符号Ｇは外部足場、Ｎは隣接敷地、Ｒは
前面道路である。The front side (west side) of the site is open because a parking space for one car must be provided. In the figure, reference numeral G is an external scaffold, N is an adjacent site, and R is a front road.
【０００５】ここで問題になっているのが、立体駐車場
を建てるための足場である。すなわち、一般に上記のご
とき立体駐車場を構築する場合には、立体駐車場内部に
は十分なスペースを確保できないため外部足場を仮設す
るのが通常であるが、図９に示すような、例えば隣接ビ
ルなどが敷地境界ギリギリに存在するような場合におい
ては東側及び南側の境界線内側に外部足場Ｇを組むため
のスペースを取らなければならなかった。また、スペー
スを最小限にしようとするため、構築作業における作業
性を犠牲にしていることも珍しくなかった。その為、足
場用地を考慮すると立体駐車場構築のための十分な敷地
がないとして立体駐車場の建設を断念したり、結果とし
て工費が高額になるとして立体駐車場構築を躊躇すると
いった問題点が有った。The problem here is the scaffolding for constructing a multilevel parking lot. That is, in general, when constructing a multi-storey parking lot as described above, it is normal to temporarily install an external scaffold because a sufficient space cannot be secured inside the multi-storey parking lot. In the case where a building or the like is present at the boundary of the site, it was necessary to make space for forming the outer scaffold G inside the boundary line on the east side and the south side. In addition, it is not uncommon to sacrifice workability in construction work in order to minimize the space. Therefore, considering the scaffolding site, there are problems such as giving up the construction of a multistory parking lot because there is not enough site for constructing a multistory parking lot, or hesitating to construct a multistory parking lot as the construction cost becomes high as a result. There was
【０００６】[0006]
【課題を解決するための手段】本願発明は上記問題点に
鑑みなされたものであり、その課題とするところは、外
足場を組むことなく敷地境界線付近に立体駐車場を構築
することを可能とし、しかも、足場組みを含む立体駐車
場構築作業を改善し、ひいては工費も安価にする立体駐
車場用仮設足場ユニット及びそれを用いた立体駐車場構
築工法を提供する点にある。SUMMARY OF THE INVENTION The present invention has been made in view of the above problems, and it is an object of the present invention to construct a multi-storey parking lot near the site boundary line without constructing an outer scaffold. Moreover, it is an object to provide a temporary scaffolding unit for a multistory parking lot and a multistory parking lot construction method using the multistory parking lot, which improves the construction work of the multistory parking lot including the scaffolding and thus reduces the construction cost.
【０００７】[0007]
【実施例】本発明の実施例について図面を参照しつつ詳
細に説明する。Embodiments of the present invention will be described in detail with reference to the drawings.
【０００８】（実施例１）図１は、請求項１記載の発明
の実施例に係る仮設足場ユニット１を示す斜視図であ
る。図中、符合Ｃは柱、符合Ｏは外装材、符合Ｆは胴縁
であり、立体駐車場を構築する場合に通常用いられるも
のである。尚、ここで言う胴縁とは、壁において羽目板
やボ−ドなどを取り付けるための水平材を指す（彰国
社：建築大辞典第１版第１０７４頁胴縁）。本実施例
における胴縁Ｆは、構築した場合において外装材Ｏと柱
Ｃとの間に位置し、且つ鉛直方向に所要の間隔をおいて
柱Ｃに水平に溶接された、外装材Ｏを取り付けるための
ものである。また、構築すべき立体駐車場はタワ−パ−
キングと呼ばれ、その建屋内部には壁面に各車両を収納
する車両ボックスが多数番地を付して設けられ、各車両
を載せて出し入れするためのパレットがそれぞれ備えら
れている。各車両はパレットに載せられ、専用のリフト
により出し入れされる。高さは３０ｍである。(Embodiment 1) FIG. 1 is a perspective view showing a temporary scaffolding unit 1 according to an embodiment of the present invention. In the figure, reference numeral C is a pillar, reference numeral O is an exterior material, and reference numeral F is a furring strip, which are normally used when constructing a multi-storey parking lot. The furring edge referred to here is a horizontal member for mounting a siding board, a board, etc. on a wall (Shokukokusha: Architectural Encyclopedia, 1st edition, page 1074, furring edge). The furring strip F in this embodiment is mounted between the exterior material O and the pillar C when constructed, and is attached to the pillar C horizontally welded horizontally to the pillar C at a required interval in the vertical direction. It is for. In addition, the multi-storey parking lot to be built is a tower
It is called a king, and inside the building, a vehicle box for accommodating each vehicle is provided on the wall surface with a number of addresses, and a pallet for loading and unloading each vehicle is provided. Each vehicle is placed on a pallet and taken in and out by a dedicated lift. The height is 30 m.
【０００９】仮設足場ユニット１は、図１に示すよう
に、胴縁Ｆに係止する二つの係止部材１０と、両係止部
材１０に固定された手摺２０と、人間が歩行可能な１枚
の鋼製足場板３０とから概略構成されている。As shown in FIG. 1, the temporary scaffolding unit 1 has two locking members 10 for locking to the furring strip F, a handrail 20 fixed to both locking members 10, and a human walkable unit 1. The scaffolding plate 30 made of steel is used for the construction.
【００１０】係止部材１０は、図２に示すように、鉛直
方向に延在する長さ１２００ｍｍの断面Ｌ字状の山形鋼
が基材１１をなし、その上端と、下端部近傍とに二つの
係止片が固設されている。両係止片１２、１３は短尺の
不等片溝形鋼で、それらの断面コの字の開口部に相当す
る部分を下方に向け、係止する上下２本の胴縁Ｆの間隔
と同間隔をあけて、不等片溝形鋼の短片の外側面が接す
るように、基材１１の同一外側面に溶接されている。As shown in FIG. 2, the locking member 10 is composed of a chevron steel having an L-shaped cross section and having a length of 1200 mm extending in the vertical direction, which constitutes a base material 11, and has a base 11 at the upper end and near the lower end. One locking piece is fixed. Both locking pieces 12 and 13 are short unequal piece channel steels, and the portions corresponding to the openings having a U-shaped cross section are directed downward, and have the same spacing as the upper and lower furring edges F to be locked. It is welded to the same outer surface of the base material 11 so that the outer surfaces of the short pieces of the unequal piece channel steel contact each other at intervals.
【００１１】手摺２０は、アルミ製パイプであり、図１
及び図３に示すようにその両端は、二本の手摺柱２１の
一端にボルト及びナットにより固定されている。手摺２
０の長さは、後述のごとく既存の鋼製足場板３０を汎用
するために、鋼製足場板３０の長さに合わせている。な
お、各柱Ｃ間のスパンより短くなければ、仮設足場ユニ
ット１を架設することができないが、後述する鋼製足場
板３０の長さは前記スパンよりも短いので問題はない。
両手摺柱２１は、外形略Ｌ字状の鋼管でＬ字の短辺に相
当する部分（被掛止部材）の端部を、その他の端部が上
方を向くように前記係止部材１０の下端部近傍、且つ基
材１１の前記係止片１２、１３が溶接されている反対側
面に溶接されている。さらに本実施例１では斜材２２を
設けて補強している。また、手摺柱２１の中央部近傍に
は水平に延びるように補剛材２３をボルト及びナットに
より固定されている。The handrail 20 is an aluminum pipe, as shown in FIG.
Also, as shown in FIG. 3, both ends thereof are fixed to one end of the two handrail posts 21 by bolts and nuts. Handrail 2
The length of 0 is adjusted to the length of the steel scaffolding plate 30 in order to use the existing steel scaffolding plate 30 as will be described later. The temporary scaffolding unit 1 cannot be erected unless it is shorter than the span between the pillars C, but there is no problem because the length of the steel scaffolding plate 30 described later is shorter than the span.
The two handrail posts 21 are steel pipes having a substantially L-shaped outer shape, and the end of a portion (held member) corresponding to the short side of the L-shape is fixed to the other end of the locking member 10. It is welded to the vicinity of the lower end and to the opposite side of the base material 11 where the locking pieces 12 and 13 are welded. Further, in the first embodiment, the diagonal member 22 is provided to reinforce. A stiffening member 23 is fixed near the center of the handrail pillar 21 by bolts and nuts so as to extend horizontally.
【００１２】鋼製足場板３０は、図１に示すように、平
面視長方形で両端角部にフック３１が各別に設けられて
いるもので、通常の組立架設足場に用いるものが汎用さ
れている。仮設足場ユニット１として組み立てる場合に
は、上記手摺柱２１の、Ｌ字の短辺に相当する部分に各
フック３１を掛ければ良い。As shown in FIG. 1, the steel scaffolding plate 30 is rectangular in plan view and has hooks 31 separately provided at both end corners, and is generally used as a scaffold for assembling. . When the temporary scaffolding unit 1 is assembled, each hook 31 may be hooked on a portion of the handrail post 21 corresponding to the short side of the L-shape.
【００１３】次に、以上のように構成された仮設足場ユ
ニット１を用いた立体駐車場構築方法について図４乃至
図６を用いて説明する。図４乃至図６は立体駐車場の構
築工程を示す概略図である。Next, a method of constructing a multi-storey parking lot using the temporary scaffolding unit 1 constructed as described above will be described with reference to FIGS. 4 to 6. 4 to 6 are schematic diagrams showing the steps of constructing a multi-storey parking lot.
【００１４】まず、従来工法と同様に柱Ｃ、梁（図にお
いて省略）、胴縁Ｆ等の骨組みを組み立てる。First, as in the conventional method, the skeleton such as the pillar C, the beam (not shown in the drawing), the furring strip F, etc. is assembled.
【００１５】次に、図４に示すように、前記係止部を最
下段の胴縁Ｆに係止することにより各仮設足場ユニット
１を各胴縁Ｆに取り付け、骨組みの内周方向に連設して
足場を仮設する。なお、斯かる係止作業にはクレ−ン等
の揚重機を用いて行なえばよい。その際、鋼製足場板３
０を掛止したままでも、外した状態でもどちらでも良
い。Next, as shown in FIG. 4, each temporary scaffolding unit 1 is attached to each furring edge F by locking the locking portion to the furring edge F at the lowermost stage, and the temporary scaffolding units 1 are connected in the inner peripheral direction of the frame. Set up a temporary scaffold. It should be noted that a lifting machine such as a crane may be used for such locking work. At that time, steel scaffolding plate 3
Either 0 may be retained or the state may be removed.
【００１６】次に、図５に示すように従来と同様に外装
材Ｏを胴縁Ｆに取り付ける。図中、符号Ｇは外部足場で
ある。Next, as shown in FIG. 5, the exterior material O is attached to the furring strip F as in the conventional case. In the figure, the symbol G is an external scaffold.
【００１７】次に、図６に示すように、最下段の胴縁Ｆ
から仮設足場ユニット１を取り外し、上段の胴縁Ｆに係
止する。なお、図６においては外装材を略す。Next, as shown in FIG. 6, the furthest edge F of the lowermost stage
Then, the temporary scaffolding unit 1 is removed and locked to the furring strip F on the upper stage. The exterior material is omitted in FIG.
【００１８】外装材Ｏの取り付け並びに仮設足場ユニッ
ト１の位置替えを最上段まで繰り返す。The attachment of the exterior material O and the position change of the temporary scaffolding unit 1 are repeated up to the uppermost stage.
【００１９】以上の工程の後、残工程を行ない立体駐車
場構築を完了する。After the above steps, the remaining steps are performed to complete the construction of the multistory parking lot.
【００２０】なお、上記工程では仮設足場ユニット１を
位置替えを行ったが、骨組構築後に、全ての胴縁Ｆに仮
設足場ユニット１を取り付けて足場を仮設してから外装
材Ｏの取り付けを行うこともできる。Although the temporary scaffolding unit 1 was repositioned in the above process, after constructing the skeleton, the temporary scaffolding unit 1 is attached to all furring edges F to temporarily install the scaffolding, and then the exterior material O is attached. You can also
【００２１】また、下段の胴縁Ｆから上段の胴縁Ｆに仮
設足場ユニット１を位置替えする際には、下段の仮設足
場ユニット１を取り外して行なっていたが、下段の仮設
足場ユニット１をそのまま存置し、別の仮設足場ユニッ
ト１を揚重し取り付けることもできる。Further, when the temporary scaffolding unit 1 is relocated from the lower furring strip F to the upper furring strip F, the lower temporary scaffolding unit 1 is removed, but the lower temporary scaffolding unit 1 is replaced. Alternatively, the temporary scaffolding unit 1 can be left as it is, and another temporary scaffolding unit 1 can be lifted and attached.
【００２２】次に、以上のごとく構成された本実施例１
に係る立体駐車場用仮設足場ユニット及びそれを用いた
立体駐車場構築工法の効果について説明する。Next, the first embodiment configured as described above.
The effect of the temporary scaffolding unit for a multi-storey car park and the multi-storey car park construction method using the same will be described.
【００２３】構築すべき立体駐車場の内部に足場を組む
ことができるので、敷地境界線付近に限度まで寄せて立
体駐車場を構築することができる。Since the scaffolding can be built inside the multi-storey parking lot to be constructed, it is possible to construct the multi-storey parking lot close to the boundary of the site.
【００２４】また、従来においては外部の足場仮設業者
に仮設足場を組み立ててもらいその後立体駐車場建屋の
構築を開始することが殆どであった。これに対して本実
施例１では、単に胴縁Ｆに前記係止部材１０を係止する
だけで足場を組めるので、立体駐車場施行業者が足場を
組むことができる。その結果、本実施例１によれば工費
を従来工法に比べて安価にし、さらに施行期間を短くす
ることができる。Further, in the past, in most cases, an external scaffolding temporary contractor assembles the temporary scaffolding and then starts the construction of the multistory parking building. On the other hand, in the first embodiment, the scaffolding can be assembled by simply locking the locking member 10 to the furring strip F, so that a multi-storey car park operator can build the scaffolding. As a result, according to the first embodiment, the construction cost can be reduced as compared with the conventional construction method, and the working period can be shortened.
【００２５】また、仮設足場ユニット１の上方が開放さ
れているので、作業性及び安全性が従来工法に比べて向
上させることができる。この点について更に詳細に説明
すると、従来の組立仮設足場では足場板を階層状に組み
立てて行なうため、斯かる仮設足場の最上段以外では常
に直上の足場板が存在することとなる。そのため、足場
板下面から直上の足場板下面までの距離が１．５〜１．
７ｍ程度と低く立体駐車場の施行作業及び歩行が困難で
あった。また、従来の仮設足場において施行する場合に
は仮設足場から身をのり出して施行しなければならず作
業が非常に危険であった。このように従来工法では作業
性が悪く且つ危険であったのに対して本実施例１では、
作業足場上方を開放することができるので、施行作業及
び歩行も容易であり、身を乗り出して作業することもな
く、また施行作業及び歩行も容易である。Further, since the upper part of the temporary scaffolding unit 1 is opened, workability and safety can be improved as compared with the conventional method. This point will be described in more detail. In the conventional assembly temporary scaffold, the scaffold plates are assembled in a layered manner, and therefore, the scaffold plate immediately above is always present except for the uppermost stage of the temporary scaffold. Therefore, the distance from the bottom surface of the scaffold plate to the bottom surface of the scaffold plate immediately above is 1.5 to 1.
It was as low as about 7 m and it was difficult to carry out construction work and walk in the multi-storey car park. Further, when performing the work on the conventional temporary scaffold, it is necessary to lean out from the temporary scaffold and perform the work, which is extremely dangerous. As described above, in the conventional method, the workability was poor and dangerous, whereas in the first embodiment,
Since the upper part of the work scaffold can be opened, it is easy to carry out the work and walk, to lean out and work, and to carry out the work and walk easily.
【００２６】さらに以上のごとく仮設足場ユニット１は
既存材料により製造できるので、非常に容易且つ安価に
製造することができる。Further, as described above, the temporary scaffolding unit 1 can be manufactured with existing materials, so that it can be manufactured very easily and inexpensively.
【００２７】また、上記のごとき立体駐車場（タワ−パ
−キング）は定形化されており、一度仮設足場ユニット
１を製造しておけば、何度でも使用することができる。
それ故、経済的であり、汎用性に富む。The multi-storey parking lot (tower parking) as described above is standardized, and once the temporary scaffolding unit 1 is manufactured, it can be used any number of times.
Therefore, it is economical and versatile.
【００２８】また、構築すべき立体駐車場における胴縁
Ｆの間隔、スパンにより、係止部材１０の長さを変えれ
ば良く、斯かる変更により多数の種類の構成立体駐車場
に使用することができる。Further, the length of the locking member 10 may be changed according to the interval and span of the furring strips F in the multi-storey parking lot to be constructed, and such changes can be used for many types of multi-storey parking lots. it can.
【００２９】なお、以上のごとく構成される仮設足場ユ
ニット１について載荷試験を行なった。その結果、約３
００ｋｇものを載荷することができた。したがって、耐
力的には問題は無い。A loading test was performed on the temporary scaffolding unit 1 constructed as described above. As a result, about 3
We were able to load as much as 00 kg. Therefore, there is no problem in terms of proof stress.
【００３０】（実施例２）次に、仮設足場ユニットの他
の実施例について図７及び図８を用いて説明する。実施
例２は請求項２記載の発明に係る実施例である。図にお
いてＢは梁（Ｈ形鋼）であり、柱Ｃの内側に架設されて
いる。(Second Embodiment) Next, another embodiment of the temporary scaffolding unit will be described with reference to FIGS. 7 and 8. The second embodiment is an embodiment according to the invention described in claim 2. In the figure, B is a beam (H-shaped steel) and is installed inside the column C.
【００３１】実施例１に係る仮設足場ユニット１が胴縁
Ｆに取り付けられるものであったの対し、実施例２に係
る仮設足場ユニット２は図７に示すように梁Ｂに取り付
けられるものである。この仮設足場ユニット２は、梁Ｂ
に取り付けられる二枚の取付板４０と、この取付板４０
が固設される手摺２０と、この手摺２０に設けられた鋼
製足場板３０とから概略構成されている。While the temporary scaffolding unit 1 according to the first embodiment is attached to the furring strip F, the temporary scaffolding unit 2 according to the second embodiment is attached to the beam B as shown in FIG. . This temporary scaffolding unit 2 is a beam B
And two mounting plates 40 attached to the
Of the handrail 20 and a steel scaffolding plate 30 provided on the handrail 20.
【００３２】鋼製足場板３０及び手摺２０については実
施例１に係るものと同構成のものを用いている。As the steel scaffolding plate 30 and the handrail 20, those having the same structure as those of the first embodiment are used.
【００３３】両取付板４０は、図８に示すように略長方
形の鋼板で、取り付け状態における下方に延びる突片４
１を有する。下部には切欠き４２及びスリット（切欠
き）４３が設けられ、それらの間で嵌入部４４を形成し
ている。切欠き４２とスリット４３との間隔ｌは梁Ｂの
ウェブ高さと等しく、またそれらの深さｄはフランジ片
幅と等しい。両突片４１の下端は、各手摺柱２１のＬ字
の短辺に相当する部分の端部の上部に溶接されている。As shown in FIG. 8, both mounting plates 40 are substantially rectangular steel plates, and projecting pieces 4 extending downward in the mounted state.
One. A notch 42 and a slit (notch) 43 are provided in the lower portion, and a fitting portion 44 is formed between them. The distance l between the notch 42 and the slit 43 is equal to the web height of the beam B, and their depth d is equal to the flange piece width. The lower ends of both projecting pieces 41 are welded to the upper parts of the end portions of the handrail columns 21 corresponding to the short sides of the L-shape.
【００３４】斯かる仮設足場ユニット２を梁Ｂに取り付
けるには、前記嵌入部４４を梁Ｂのフランジ間に嵌入す
るだけで良い。仮設足場ユニット２の自重及び載荷重に
よるモ−メントにより、切欠き４２及びスリット４３の
当接部４５ａ，４５ｂが梁Ｂのフランジに当たり、係る
仮設足場ユニット２の荷重を受け持つことができる。以
上の如く構成される仮設足場ユニット２についても単に
取付板４０を梁Ｂに取り付けるだけで仮設足場を組むこ
とができるので、実施例１に係る方法と同様の方法によ
り立体駐車場を構築でき、同様の効果を奏することがで
きる。In order to attach the temporary scaffolding unit 2 to the beam B, it is only necessary to insert the fitting portion 44 between the flanges of the beam B. Due to the momentum of the temporary scaffolding unit 2 due to its own weight and the load, the contact portions 45a and 45b of the notch 42 and the slit 43 hit the flange of the beam B and can bear the load of the temporary scaffolding unit 2. With respect to the temporary scaffolding unit 2 configured as described above, the temporary scaffolding can be assembled by simply attaching the mounting plate 40 to the beam B, so that a multilevel parking lot can be constructed by the same method as the method according to the first embodiment. The same effect can be achieved.
【００３５】なお、本実施例においては隣接する２辺に
のみ仮設足場ユニット２を架設したが、４辺全てに仮設
足場ユニット２を架設することもできる。In this embodiment, the temporary scaffolding unit 2 is installed only on two adjacent sides, but the temporary scaffolding unit 2 may be installed on all four sides.
【００３６】また、仮設足場ユニット２の溶接部分をボ
ルト接合にすれば、さらなる組立・分解が可能とり、搬
入出が容易となる。If the welded portion of the temporary scaffolding unit 2 is joined by bolts, further assembling / disassembling is possible and loading / unloading is facilitated.
【００３７】また、その他のもの、例えば、体育館、工
場建屋等、本発明を実施するうえで好適なものに適用す
ることができる。Further, the present invention can be applied to other things such as a gymnasium, a factory building and the like suitable for carrying out the present invention.
【００３８】[0038]
【発明の効果】本発明は以上のように構成されているの
で、構築すべき立体駐車場の内部に足場を組むことがで
きる。その結果、敷地境界線付近に限度まで寄せて立体
駐車場を構築することできる。Since the present invention is constructed as described above, it is possible to build a scaffold inside a multi-storey parking lot to be constructed. As a result, it is possible to construct a multilevel parking lot near the boundary of the site.
【００３９】また、単に仮設足場ユニットの係止部を胴
縁に係止するだけで足場を組めるので、立体駐車場施行
業者でも足場を組むことができる。その結果、従来の工
法に比べて工費を安価にすることができる。Further, since the scaffold can be assembled by simply locking the locking portion of the temporary scaffolding unit to the furring strip, a scaffolding even for a multi-storey parking garage can build the scaffold. As a result, the construction cost can be reduced as compared with the conventional construction method.
【図１】請求項１記載の発明の実施例１に係る仮設足場
ユニットを示す斜視図FIG. 1 is a perspective view showing a temporary scaffolding unit according to a first embodiment of the present invention.
【図２】同仮設足場ユニットに係る係止部材示す側面図FIG. 2 is a side view showing a locking member related to the temporary scaffolding unit.
【図３】同仮設足場ユニットに係る手摺示す側面図FIG. 3 is a side view showing a handrail of the temporary scaffolding unit.
【図４】同仮設足場ユニットを用いた立体駐車場構築方
法の工程図FIG. 4 is a process diagram of a method of constructing a multilevel parking lot using the temporary scaffolding unit.
【図５】同仮設足場ユニットを用いた立体駐車場構築方
法の工程図FIG. 5 is a process diagram of a method of constructing a multilevel parking lot using the temporary scaffolding unit.
【図６】同仮設足場ユニットを用いた立体駐車場構築方
法の工程図FIG. 6 is a process diagram of a method of constructing a multilevel parking lot using the temporary scaffolding unit.
【図７】請求項２記載の発明の実施例２に係る仮設足場
ユニットを示す斜視図FIG. 7 is a perspective view showing a temporary scaffolding unit according to Embodiment 2 of the invention as set forth in claim 2;
【図８】同仮設足場ユニットの取付板の側面図FIG. 8 is a side view of a mounting plate of the temporary scaffolding unit.
【図９】仮設足場の従来例を示す平面図FIG. 9 is a plan view showing a conventional example of a temporary scaffolding.
Ｇ…外部足場 Ｎ…隣接敷地 Ｒ…道路 Ｃ…柱 Ｏ…外装材 Ｆ…胴縁 Ｂ…梁 １、２…仮設足場ユニット １０…係止部材 １１…基材 １２，１３…係止片 ２０…手摺 ２１…手摺柱 ２２…斜材 ２３…補剛材 ３０…足場板 ３１…フック ３２…被掛止部材 ４０…取付板 ４１…突片 ４２…切欠き ４３…スリット ４４…嵌入部 ４５ａ，４５ｂ…当接部 G ... External scaffolding N ... Adjacent site R ... Road C ... Pillar O ... Exterior material F ... Furnishing rim B ... Beams 1, 2 ... Temporary scaffolding unit 10 ... Locking member 11 ... Base material 12, 13 ... Locking piece 20 ... Handrail 21 ... Handrail post 22 ... Slanting material 23 ... Stiffening material 30 ... Scaffolding board 31 ... Hook 32 ... Hooking member 40 ... Mounting plate 41 ... Projection piece 42 ... Notch 43 ... Slit 44 ... Fitting portion 45a, 45b ... Abutment
Claims (6)
梁及び／又は胴縁、及び各胴縁に取り付けられる外装材
等を建屋とする立体駐車場を構築する場合に使用する立
体駐車場用仮設足場ユニットであって、上下に隣り合う
２本の梁及び／又は胴縁の間隔以上の長さを有する鉛直
に延在する基材に、２本の胴縁の間隔と同間隔を介し
て、前記基材の同じ側面に設けられた、二つの係止片を
有する２本の係止部材と、前記各基材の、前記係止片が
設けられた側面の反対側面の下端部に、水平に延在する
ように一端が設けられた被掛止部材と、該被掛止部材に
掛止可能な掛止片を対向する２辺に有する足場板と、前
記被係止部材の他端に設けられた手摺柱を介して設けら
れた手摺とを備え、前記各係止部材は前記足場板の長さ
を介して配置されて、前記被掛止部材に前記足場板が掛
止されてなる立体駐車場用仮設足場ユニット。1. A solid used for constructing a multi-story parking lot having a plurality of pillars, a plurality of beams and / or furrings installed between the pillars, and exterior materials attached to the furrings as a building. A temporary scaffolding unit for a parking lot, in which two vertically adjacent beams and / or a vertically extending base material having a length equal to or more than the distance between the two beams is arranged at the same distance as the distance between the two edges. Two locking members having two locking pieces, which are provided on the same side surface of the base material, and the lower end of each of the base materials on the side opposite to the side surface on which the locking piece is provided. A locked member whose one end is provided so as to extend horizontally, a scaffold plate having locking pieces that can be locked to the locked member on two opposite sides, and the locked member A handrail provided via a handrail post provided at the other end of the scaffold plate, and the locking members are arranged via the length of the scaffolding plate. A temporary scaffolding unit for a three-dimensional parking lot, in which the scaffolding plate is hooked on a hooked member.
となる姿勢で柱間に架設されるＨ形鋼であり、前記係止
部材の代わりに２枚の取付板を備え、これら２枚の取付
板は、各下辺が、前記梁及び／又は胴縁をなすＨ形鋼の
二つの上方に延出するフランジの間隔以上の長さを有
し、該下辺から鉛直上方に、前記フランジの幅以上の幅
を有し、且つ、前記二つのフランジの間隔と同間隔を介
して二つの切欠きが設けられ、これら二つの切欠きの間
に前記フランジの間に嵌入される嵌入部が形成された矩
形の板体で、該取付板に被掛止部材が延設されてなる請
求項１記載の立体駐車場用仮設足場ユニット。2. The beam and / or furring strip is H-shaped steel that is erected between columns in a posture in which the cross section has a vertical H-shape, and two mounting plates are provided instead of the locking member. Each of the two mounting plates has a lower side having a length equal to or more than a distance between two upwardly extending flanges of the H-shaped steel forming the beam and / or the furring strip. A fitting portion having a width equal to or larger than the width of the flange and having two notches provided at the same interval as the distance between the two flanges, and being fitted between the flanges between the two notches. The temporary scaffolding unit for a multi-storey parking lot according to claim 1, wherein the mounting plate is a rectangular plate body on which a locked member is extended.
ユニットを用いた立体駐車場構築方法であって、柱、梁
及び胴縁等により骨組を構築した後、所要数の前記立体
駐車場用仮設足場ユニットが骨組の内側に位置するよう
に胴縁に前記係止片を各別に係止して立体駐車場用の足
場を仮設し、該足場に乗り外装材を胴縁に取り付けるこ
とを具備する請求項１記載の立体駐車場用仮設足場ユニ
ットを用いた立体駐車場構築工法。3. A method of constructing a multi-storey parking lot using the temporary scaffolding unit for multi-storey parking lot according to claim 1, wherein a required number of the multi-storey parking lot is constructed after constructing a skeleton with columns, beams, furring strips, etc. For temporarily mounting scaffolds for multi-storey parking lots by separately locking the locking pieces to the furring so that the temporary scaffolding unit is located inside the skeleton, and mounting the exterior material to the furrings on the scaffolding. A method for constructing a multi-storey parking lot using the temporary scaffolding unit for multi-storey parking lot according to claim 1.
ユニットを用いた立体駐車場構築方法であって、柱、梁
及び胴縁等により骨組を構築した後、所要数の前記立体
駐車場用仮設足場ユニットが骨組の内側に位置するよう
に、断面Ｈ状をなす梁の上方に延びるフランジが前記切
欠きにそれぞれ入るように前記取付板の嵌入部を前記梁
の上方から嵌入して立体駐車場用の足場を仮設し、該足
場に乗り外装材を胴縁を取り付けることを具備する請求
項２記載の立体駐車場用仮設足場ユニットを用いた立体
駐車場構築工法。4. A method of constructing a multi-storey parking lot using the temporary scaffolding unit for multi-storey parking lot according to claim 2, wherein a required number of the multi-storey parking lot is constructed after constructing a frame by columns, beams, furring strips and the like. For the temporary scaffolding unit to be located inside the skeleton, the fitting portions of the mounting plate are fitted from above the beam so that the flanges extending above the beam having an H-shaped cross section enter the notches, respectively. The method for constructing a three-dimensional parking lot using a temporary scaffolding unit for a three-dimensional parking lot according to claim 2, further comprising: temporarily providing a scaffolding for a parking lot, and mounting an exterior material on the scaffolding.
ユニットを用いた立体駐車場構築方法であって、柱、梁
及び胴縁等により骨組を構築した後、所要数の前記立体
駐車場用仮設足場ユニットが骨組の内側に位置するよう
に骨組の最下段に存する胴縁に前記係止片を各別に係止
して立体駐車場用の足場を仮設し、該足場に乗り外装材
を胴縁に取り付け、前記各立体駐車場用仮設足場ユニッ
トを胴縁から取り外しこの胴縁の上に存する胴縁に、取
り外した前記立体駐車場用仮設足場ユニットの係止片を
係止することにより盛り替えを行い、その後、胴縁に外
装材の取り付けと、前記立体駐車場用仮設足場ユニット
を盛り替えとを最上段に存する胴縁まで繰り返すことを
具備する請求項１記載の立体駐車場用仮設足場ユニット
を用いた立体駐車場構築工法。5. A method of constructing a multi-storey parking lot using the temporary scaffolding unit for multi-storey parking lot according to claim 1, wherein a required number of the multi-storey parking lot is constructed after a frame is constructed by columns, beams, furring strips and the like. Temporary scaffolding unit is located inside the skeleton so that the locking pieces are individually locked to the furring strips at the bottom of the skeleton to temporarily install the scaffolding for the multi-storey parking lot, and to mount the exterior material on the scaffolding. By attaching to the furring strip, removing each of the temporary scaffolding units for multi-storey parking lots from the furring strip, and locking the locking pieces of the removed temporary scaffolding unit for multi-storey parking lots on the furring strips existing on the furring strips. 2. The multi-story parking lot according to claim 1, further comprising: re-swapping, and thereafter, attaching an exterior material to the furring strip and re-swapping the temporary parking scaffolding unit for the multi-story parking lot up to the furry strip on the uppermost stage. Multi-level parking structure using temporary scaffolding unit Construction method.
ユニットを用いた立体駐車場構築方法であって、柱、梁
及び胴縁等により骨組を構築した後、所要数の前記立体
駐車場用仮設足場ユニットが骨組の内側に位置するよう
に、骨組の最下段に存する断面Ｈ状をなす梁の上方に延
びるフランジが前記切欠きにそれぞれ入るように前記取
付板の嵌入部を前記梁の上方から嵌入して立体駐車場用
の足場を仮設し、該足場に乗り外装材を胴縁を取り付
け、前記各立体駐車場用仮設足場ユニットを前記梁から
取り外し、この梁の上に存する梁のフランジ間に、取り
外した前記立体駐車場用仮設足場ユニットの嵌入部を嵌
入することにより盛り替え、胴縁に外装材を取り付け
と、前記立体駐車場用仮設足場ユニットを盛り替えとを
最上段に存する胴縁まで繰り返すことを具備する請求項
２記載の立体駐車場用仮設足場ユニットを用いた立体駐
車場構築工法。6. A method for constructing a multi-storey parking lot using the temporary scaffolding unit for multi-storey parking lot according to claim 2, wherein a required number of the multi-storey parking lot is constructed after constructing a frame with columns, beams and furring strips. So that the temporary scaffolding unit is located inside the skeleton, the fitting portions of the mounting plate are inserted into the notches so that the flanges extending above the beams having the H-shaped cross-section existing in the lowermost stage of the skeleton are inserted into the notches. A scaffolding for a multi-storey parking lot is temporarily installed by fitting from above, and an exterior material is mounted on the scaffolding, and the temporary scaffolding unit for each multi-storey parking lot is removed from the beam. Refill by inserting the fitting part of the removed temporary scaffolding unit for multi-storey parking lots between the flanges, attach the exterior material to the furring strip, and replace the temporary scaffolding unit for multi-storey parking lots at the top stage. Repeat to the existing furring The method for constructing a multi-storey parking lot using the temporary scaffolding unit for multi-storey parking lot according to claim 2, which comprises re-turning.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13465494A JPH084277A (en) | 1994-06-16 | 1994-06-16 | Temporary scaffold unit for multistoried parking garage, and construction method of multistory parking garage using the same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13465494A JPH084277A (en) | 1994-06-16 | 1994-06-16 | Temporary scaffold unit for multistoried parking garage, and construction method of multistory parking garage using the same |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH084277A true JPH084277A (en) | 1996-01-09 |
Family
ID=15133433
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP13465494A Pending JPH084277A (en) | 1994-06-16 | 1994-06-16 | Temporary scaffold unit for multistoried parking garage, and construction method of multistory parking garage using the same |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH084277A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20020090950A (en) * | 2002-10-08 | 2002-12-05 | 강윤기 | Rebar assembly method using scaffold tripod on steel piers |
| CN110158938A (en) * | 2019-06-06 | 2019-08-23 | 中建二局第四建筑工程有限公司 | A kind of Construction of Steel Structure platform |
| JP2019143425A (en) * | 2018-02-23 | 2019-08-29 | 本州四国連絡高速道路株式会社 | Scaffold installation method and scaffold installation structure |
-
1994
- 1994-06-16 JP JP13465494A patent/JPH084277A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20020090950A (en) * | 2002-10-08 | 2002-12-05 | 강윤기 | Rebar assembly method using scaffold tripod on steel piers |
| JP2019143425A (en) * | 2018-02-23 | 2019-08-29 | 本州四国連絡高速道路株式会社 | Scaffold installation method and scaffold installation structure |
| CN110158938A (en) * | 2019-06-06 | 2019-08-23 | 中建二局第四建筑工程有限公司 | A kind of Construction of Steel Structure platform |
| CN110158938B (en) * | 2019-06-06 | 2021-04-20 | 中建二局第四建筑工程有限公司 | Steel construction platform |
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