JPH055986B2 - - Google Patents
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- JPH055986B2 JPH055986B2 JP30476487A JP30476487A JPH055986B2 JP H055986 B2 JPH055986 B2 JP H055986B2 JP 30476487 A JP30476487 A JP 30476487A JP 30476487 A JP30476487 A JP 30476487A JP H055986 B2 JPH055986 B2 JP H055986B2
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Description
〔産業上の利用分野〕
この発明は、建造物等の外壁面に沿つて仮設さ
れる枠組足場に使用され、筋違に代わる強度メン
バおよび手摺としての機能と、落下物に対する養
生機能を兼ね備える枠組足場用側枠に関する。
〔従来の技術〕
この種の枠組足場としては、現在第6図のよう
なものが汎用されている。すなわち、図のものは
鳥居型あるいは梯子型の建枠90が所定の間隔で
複数並置されるとともに、上下方向に所要数が連
結され、相隣れる建枠と建枠との間に交叉筋違9
1が取付けられる。そしてその隣り合う建枠の横
地90a,90a間には足場板2がかけ渡され、
作業床A1,A2…が確保される。最上段の建枠9
0には支柱92を立てて手摺93がセツトされ
る。
〔発明が解決しようとする問題点〕
ところが、上記公知の枠組足場には次のような
問題がある。
組立或いは解体(組払し)作業の途中におい
て、各段の足場板2の上に立つ作業者に対し安
全確保のための手摺がなく、甚だ危険な作業を
余儀なくされる。
枠組足場は通常、落下物の養生を目的として
その外側面に養生枠(枠付金属鋼)または養生
ネツト(メツシユシート)が張られる。
かかる養生は、足場全段を組上げた後に実施さ
れるが、実際には組上げ時においても落下物の事
故がおこる危険があり、十分な対策とは言い難
い。
また、養生枠、ネツトとも取付けが面倒で、相
当の手間を必要とする。ネツトの方は、一般に長
さ5100mmのものが使用され、建枠3段分を1枚で
覆うようになつているが、建枠への取付けはその
建地にひもでくくりつけるという面倒なものであ
る。養生枠については、建枠、建地の2ケ所に養
生クランプを取付け、これに備わるジヨイント部
に養生枠の孔部を嵌込む構造になつており、やは
りその取付けには手間のかかる作業が必要とな
る。
その上ネツトについては、建地への固定を確実
にしておかないと、風に煽られてバタつき、また
騒音の発生源ともなる。また一個所破損しただけ
でも大きな一枚全体を取替える必要があり、コス
ト的に不利であるばかりか、1枚のサイズが大き
いことは、取付け、取外し、保管や清掃等に際し
ての取扱いをも困難にしている。
本発明は、上記従来の足場の問題点を一掃する
枠組足場用側枠の提供を目的とする。
〔問題点を解決するための手段〕
本発明は、第1図に示す如く、方形状の剛性枠
を基本とする側枠本体30と、方形状の枠付ネツ
ト31の組合せからなり、側枠本体30はアング
ル材で構成されるとともに、並列配置された建枠
1…の隣接建地10,10間の内のりW1と略々
一致する外巾W2寸法を有し、更に側枠本体30
の四隅付近には枠見込方向に立つて外周に回る立
フランジ部300aの端縁側において側方へ張り
出す建枠建地10との取合片302…が付設さ
れ、前記隣接建地10,10の内側の係合ピン1
5…と取合つて側枠本体30を当該建地間に隙間
なく嵌り込む状態で支持するよう構成されるとと
もに、側枠本体30の立フランジ部300a内に
は枠付ネツト31の枠体310との係合手段32
が付設され、この係合手段によつて枠付ネツト3
1が立フランジ部300a内に脱着可能に装着さ
れていることを特徴とする枠組足場用側枠を要旨
とする。
〔作用〕
本発明の側枠3は、第3図に示されるように、
並列配置された建枠1の外側面側の建地10の隣
接し合うものどうしの間に取り付けられる。
この取付状態において、側枠3は、自身の枠剛
性により水平力に対する強度を足場に与える、つ
まり筋違いに代わる機能を担う。そしてこの場合
枠付ネツト31は、足場の外側面側の開口を塞
ぎ、落下物に対する養生の機能を果たすことにな
る。
側枠3は、第1図ニに示されるように、側枠本
体30が建枠建地10の係合ピン15との取合片
302…によつて隣接建地10,10間に完全に
嵌り込む状態に取付けられ、該本体30は隣接建
地間の内のりW1とほぼ同一寸法の外巾W2を有す
るために、各建地との間に隙間ができない。そし
てこの隙簡なしの状態は、側枠本体30がアング
ル材で構成され、建地10に対応する立フランジ
部300aがフラツトであるために、取合片30
2と係合ピン15間の取合状態にある程度の遊び
(係合ピンの長さ方向)があつても、つねに保持
されることになる。枠付ネツト31は、このよう
なわけで確実な養生を達成するのである。
また、側枠3は、枠組足場組上げ時、建枠1の
組み上げと並行して各段積み上げ毎にセツトして
ゆくもので、これにより足場組上時においても落
下物の養生が可能となる。しかも、足場が組上る
と同時に落下物養生対策の実施が完了することに
なり、従来の養生ネツト等のように足場を組上げ
てから養生対策を別の作業として実施する必要が
なく、足場仮設に要する手間、時間が節減でき
る。
のみならず、側枠本体30そのものが手摺にな
り、足場の組払しの過程においても作業者の安全
が確保されることになる。
更にまた、枠付ネツト31は1枚当りのサイズ
が小さいので、養生ネツトのようにバタついたり
騒音を発するようなことがない上、アングル材か
らなる側枠本体30の内側に見映え良く収まり、
作業スペースを侵害することもない。更に側枠本
体30に着脱可能に構成され、清掃に当たつては
本体30から取外して作業すればよく、また運
搬、保管時等には、側枠本体に取付けたまま扱う
ことができ、嵩ばらず扱い易いものである。
〔実施例〕
前出第1図は本発明の一実施例を示し、イは全
体の構造を説明する図、ロ〜ニは部分拡大図であ
る。
図によると、側枠3は全体が方形で、側枠本体
30と枠付ネツト31の組合せからなつている。
側枠本体30は、その内部に配された補強材30
1と、側枠本体300の四隅付近に設けられた取
合片302…とを備える。
側枠本体30はアングル材で構成され、枠見込
み方向に立つ、立フランジ部300aと立フラン
ジ部から枠内側に折れる平フランジ部300bと
を形成している。立フランジ部300aと平フラ
ンジ部300bが囲い込む側を、便宜上前面とす
る。
側枠本体30の前面側には、枠付ネツト31を
取付けるための係合手段が設けられている。すな
わち、下側横部材300x2には、平フランジ部3
00bとの間に枠付ネツト31の枠310を挟ん
で保持する係合片32(ロ図参照)が適当数設け
られている。上側横部材300x1および両縦部材
300y1,300y2には、ハ図に示すようなバネ
式クリツプ33が配設されている。
バネ式クリツプ33は、板材(バネ材料)で成
形され、口すぼまり状のビンのような断面形状を
有している。そして、ビンの底にあたる基部33
aが側枠本体30の平フランジ300bにボルト
34によつて固定され、係合口部33cは枠前方
側へ向けて開いている。枠付ネツトの取付けは、
枠310を係合口部33cに押し当てバネ力に抗
して狭い部分を通過させ、広くなつた内部に嵌め
込んで保持させるのである。
側枠本体30の寸法は、外巾W2が、後述のよ
うに並列する建枠1の隣接建地(以下、単に隣接
建地という)10,10間の内のり寸法W1に
略々一致している。高さH2は建地10の高さH1
の略々半分のサイズとなつている。
補強材301は、この側枠本体30内で丁度
「水」の字のような形を形成し、側枠本体30に
高い剛性を与えている。いうまでもないが、補強
材301の取り方はこれに限定されるものではな
く、種々の変形が可能である。バリエーシヨンの
いくつかを第2図に示しておく。
取合片302は、側枠本体30の両縦部材30
0y1,300y2の立フランジ部300a外面側、
上下端部近くに設けられている。形状はL形で、
側方に張り出す耳部302aに、建枠建地10の
係合ピン15に挿通する透孔302bを有してい
る。この取合片302は、ニ図に明らかなように
外枠体立フランジ部300aの前方側(端縁側)
に寄せて取付けられ、耳部302aが建地10の
側方から内側にまわり込んで係合ピン15と取合
うようになつている。この取合片により、側枠本
体3は、隣接建地10,10間に完全に嵌り込む
状態に取付けられる。
一方、枠付ネツト31は、棒材で形成された方
形状の枠310と、その枠内面を覆うように取付
けたネツト(メツシユシート)311からなる。
ネツト311は、クロスで始末した周縁部311
aにあけた孔311bにひもを通し枠310にく
くりつけて固定してある。
なお、枠310は、図示例では4つのコーナ部
および上下辺材間に補強材310aがとられてい
るが、補強材の取り方は限定されるものではな
く、また場合によつてはとらないこともあり得
る。
この枠付ネツト31は、前記側枠本体30側の
係合手段32,33によつて側枠本体30の内面
側に取付けられ、また取外せるようになつてい
る。取付けた状態では、側枠本体の周囲に回る立
フランジ部300a内に納まる。
取付け方としては、まず側枠本体30の下側横
部材300x2の係合片32…の裏へ枠付ネツト3
1の枠下辺材310x2を落し込む。そしてここを
支点に枠付ネツト31を回して側枠本体30に近
づけ、その両縦部材300y1,300y2および上
側横部材300x1のバネ式クリツプ33…に枠3
10を係合させればよい。取外すときは、逆を行
う。
次に、上記構成になる側枠の使用態様の一例に
係る枠組足場を、第3図により説明する。
本足場は、全体としては複数段の作業床A1,
A2…を形成する作業床ユニツトU1からなつてい
る。作業床ユニツトU1の基本構成要素は、建枠
1と足場板2と外側面側の前記側枠3と内側面側
の側枠とである。側枠3については既に説明した
ので、側枠3以外の各要素毎の構成を説明する。
○建枠 1
第4図に正面図を示す。
同図によると、建枠1はH型の枠であり、一対
の建地10,10と、その上下2分割点で両建地
間をつなぐ横地11と、該横地11の下側、両建
地10,10間に配された逆U字形の補強材12
とで基本の部分が構成されている。構成部材はす
べて丸鋼管である。
両建地10,10の上端には、建枠どうしを連
結するための連結ピン13が付設されている。
また、建地10,10のそれぞれには、バネ式
抜止片150付の係合ピン15が、上端および下
端付近、横地11取付位置を挟んでその直上、直
下の計4個所に設けられている。係合ピン15は
すべて枠自身の内部側に突き出す形になつてい
る。
各建地10の横地11取付位置直下の部位に
は、横地長手方向の貫通孔100が設けられてい
る。この貫通孔100はアサガオ等の足場付帯設
備を設けるときなどに利用される。
両建地10,10間にまたがる補強材12は、
その中央部において連結プレート120により横
地11につなぎ止められている。連結プレート1
20には透孔120aがあけられているが、これ
は上記貫通孔100を使つてアサガオ等を取付け
るときに、支持補強のためのタイロツドをとる場
合などに利用できる。
なお、建枠巾としては、仮設対象を建築物一般
とするなら、600mmほどもあれば十分で、850mmを
超えるようなものは作業上必要なく、設置スペー
スの観点から好ましくない。高さH1については、
人の背丈を基準に作業上必要なスペースを確保す
る立場から、1700〜2000mm程度が適当である。
○足場板 2
足場板2は、通常使用されるもので、両端に建
枠横地11に対する係合爪20,20を具備す
る。
○内側面側(躯体側)の側枠
手摺兼強度部材として、一般に使用されるもの
で、第5図イに示されるような手摺用枠35、あ
るいは同図ロに示されるような手摺材36と斜材
37との組合せ等が用いられる。
次にこの構成要素の配置組合せ状態を説明す
る。
まず建枠1は、その所要数が所定間隔lをおい
て並列状に配置され、かつ上下方向にも所要段数
継ぎ足し設置されている。最下段の建枠の建地下
端には、ジヤツキベース8が装着されている。配
置間隔lはインチサイズの場合1829mm、1524mm、
1219mm、914mm程度に設定される。上下方向の連
結は、前記した建地10上端の連結ピン13によ
る。
足場板2は、このような建枠1…各段の、互い
に隣り合う横地11,11間に接続してかけ渡さ
れ、建枠の組上げ段数分の作業床A1,A2…を形
成している。
横地11との取合は、足場板2両端の係合片2
0,20による。
側枠3は、上記建枠1…の各段において、外側
面側(反躯体側)の各隣接建地10,10間に設
けられる。側枠3の高さH2は建枠一つの高さH1
の半分であり、側枠3は各段において、作業床A
レベルを境にその上方側と下方側に一枚ずつ建込
まれる。第3図では表現の都合上一部省略されて
いるが、側枠3は外側面全体を覆うように設けら
れるものである。
側枠3の固定は、側枠の4つの取合片302…
を建地10,10の抜止片付係合ピン15…に嵌
着させることによる。
各側枠3は、上記取付状態において、第1図ニ
に示されるように両側の建地10,10の間に完
全に嵌め込んで建込まれた形となり、かつその各
建地との間にほとんど隙間を生じない。
内側面側(躯体側)の側枠は第3図には図示さ
れていないが、その高さは建枠一つの高さH1の
半分で、建枠1…の各段に対し1ユニツトが作業
床Aレベルの上方側に建込まれる。
なお、図の例では最下段の作業床A1の下側に
ついては、斜材5が側枠に代えて取付けられてい
る。
以上のような構成になる足場において、作業床
ユニツトU1の各段に配された側枠3…は、自身
の段を水平方向に固める機能を果たし、結果とし
て全体を堅牢にする。
また、各側枠3は隣接建地10,10間に嵌り
込み、各建地10の間に実質的に隙間を生じな
い。そして側枠本体30がアングル材で構成さ
れ、建地10,10に対面する縦部材300Y1,
300Y2の立フランジ部300aがフラツトで
あるために、建地の係合ピン15の係合部長の余
裕によつて側枠の取付状態が動いても、隙間を生
じることがない。このため側枠に備わる枠付ネツ
ト31により落下物の養生が確実に行われること
になる。
次に、上記足場の組払しは以下のように行われ
る。
まず、作業床ユニツトU1の最下段の建枠1…
を設置し、その各建枠間の下方側に斜材5をセツ
トするとともに、隣接横地11,11間に足場板
2をかけ渡す。このようにしたのち、ユニツト
U1の足場板2上にあがつて最下段上側の外側面
側側枠3および内側面側側枠を取付ける。
こうして最下段ができれば、この上に第2段目
の建枠1…を継ぎ足し、2段目の下側外側面側側
枠3を取付けて、足場板2をかける。このような
要領で作業ユニツトU1を並行して下方から一段
ずつ順に組上げてゆく。解体するときは、これと
全く逆の手順を踏んで最上段から順次下方へ作業
を進める。
このような組立て、解体の作業は、作業者が各
段毎に足場板2の上に立つて、当該段建枠1へ
の上側外側面側側枠3および内側面側側枠の取付
け→直上段の建枠1の継ぎ足し→継ぎ足した
建枠1への下側外側面側側枠3および足場板2の
設置を順に行うことにより進められるが、この場
合、以降の作業は、つねにその作業中の段に外
側面側、内側面側とも側枠がある状態で行われる
ことになり、安全に作業ができる。
以上、H型の建枠1を使用したケースについて
説明したが、本発明の側枠は適用対象にこれを限
らず、一般の鳥居型建枠使用の足場にも適用でき
るものである。
〔発明の効果〕
以上に説明した本発明の側枠は、次のような特
徴・利点を有している。
○ 足場に組込まれた状態において、その枠剛性
により水平力に対し抵抗し、足場全体に高い強
度を保有させる。
○ また、隣接建地間に隙間なく嵌り込む状態で
建て込まれ、それに備わる枠付ネツト31が全
体として足場外側面全体を隙間なく覆い、落下
物の養生を確実に達成することになる。
○ そして足場組上げ時、建枠の組上げと並行し
て各段毎にセツトしてゆくから、足場組上の過
程においても落下物養生対策として有効に機能
する。のみならず、足場が組上ると同時に全体
に対する落下物養生対策が完了するという合理
性があり、足場仮設に要する手間、時間が大巾
に節減できる。
○ 更にまた手摺としても有効なもので、とくに
H型の建枠と併用すると、足場組払し時におい
ても作業者の安全が保証される。
○ かつまた、枠付ネツト31は1枚当りのサイ
ズが小さいことから、従来の養生ネツトように
大きくバタついたり、騒音を発したりするよう
なことがない。その上、側枠本体30に着脱可
能に達成され、清掃に当たつては本体30から
取外して作業すれば楽であり、運搬、保管に際
しては、本体30に取付けたまま扱うようにす
れば嵩ばらず取扱い易いものとなる。
○ また枠付ネツト31は側枠本体30内に完全
に収まり、作業スペースを侵害することがない
上、見映えもよく、更に枠付ネツト31を取付
けた状態で側枠を重ね合せても安定性が良く、
運搬性、保管性を一層良好ならしめる。
[Industrial Field of Application] The present invention provides a framework for use in framework scaffolds that are temporarily constructed along the outer wall surfaces of buildings, etc., and that functions as a strength member in place of braces and as a handrail, as well as a protection function against falling objects. Regarding scaffolding side frames. [Prior Art] As this type of framework scaffold, the one shown in FIG. 6 is currently in general use. That is, in the figure, a plurality of torii-shaped or ladder-shaped building frames 90 are arranged side by side at predetermined intervals, and the required number of building frames 90 are connected in the vertical direction, and there are cross braces between adjacent building frames. 9
1 is installed. Scaffolding boards 2 are spanned between the horizontal lots 90a and 90a of the adjacent building frames,
Work floors A 1 , A 2 ... are secured. Top building frame 9
0, a support 92 is erected and a handrail 93 is set. [Problems to be Solved by the Invention] However, the above-mentioned known framework scaffolds have the following problems. During assembly or disassembly (reassembly) work, there is no handrail for ensuring safety for workers standing on the scaffolding boards 2 of each stage, and they are forced to perform extremely dangerous work. Frame scaffolding usually has a curing frame (framed metal steel) or curing net (mesh sheet) stretched on its outer surface for the purpose of curing fallen objects. Such curing is carried out after all stages of scaffolding have been erected, but in reality there is a risk of accidents caused by falling objects even during erecting, and it cannot be said to be a sufficient measure. Furthermore, both the curing frame and the net are troublesome to install and require considerable effort. Nets are generally 5100mm long and are designed to cover three levels of the building frame with one piece, but attaching to the building frame is a hassle as it requires tying it to the building site with a string. It is. The curing frame has a structure in which curing clamps are attached to two places, the building frame and the building site, and the holes in the curing frame are fitted into the joints provided on these clamps, which requires time-consuming work to install. becomes. Furthermore, if the net is not securely fixed to the building site, it will flap around in the wind and become a source of noise. Furthermore, even if only one part is damaged, it is necessary to replace the entire large piece, which is not only disadvantageous in terms of cost, but the large size of each piece also makes it difficult to handle when installing, removing, storing, cleaning, etc. ing. An object of the present invention is to provide a side frame for a framed scaffold that eliminates the above-mentioned problems of conventional scaffolding. [Means for solving the problems] As shown in FIG. The main body 30 is made of angle material, and has an outer width W 2 that approximately matches the inner width W 1 between the adjacent buildings 10, 10 of the building frames 1 arranged in parallel,
Attached to the four corners of the frame are connecting pieces 302 for connecting with the building frame building site 10 that extend laterally on the edge side of the vertical flange portion 300a that stands in the direction of the frame and rotates around the outer periphery. Engagement pin 1 inside
5... to support the side frame main body 30 in a state where it fits between the buildings without any gaps, and the frame 310 of the framed net 31 is disposed within the vertical flange portion 300a of the side frame main body 30. engagement means 32 with
is attached to the frame net 3 by this engaging means.
1 is removably installed in a vertical flange portion 300a. [Function] As shown in FIG. 3, the side frame 3 of the present invention has the following features:
It is attached between adjacent building lots 10 on the outer side of building frames 1 arranged in parallel. In this attached state, the side frame 3 provides the scaffold with strength against horizontal forces by its own frame rigidity, that is, has a function that replaces braces. In this case, the framed net 31 closes the opening on the outer side of the scaffold and functions to protect against falling objects. As shown in FIG. 1D, the side frame 3 is completely connected between the adjacent building lots 10, 10 by the connecting pieces 302 of the side frame body 30 and the engagement pins 15 of the frame building site 10. Since the main body 30 is fitted in a fit-in state and has an outer width W 2 that is approximately the same size as the inner width W 1 between adjacent building lots, there is no gap between the two building lots. This state with no gap is caused by the fact that the side frame main body 30 is made of angle material and the vertical flange portion 300a corresponding to the building site 10 is flat.
Even if there is a certain degree of play (in the longitudinal direction of the engaging pin) in the engagement state between 2 and the engaging pin 15, the engagement will always be maintained. This is why the framed net 31 achieves reliable protection. Furthermore, the side frames 3 are set for each tier in parallel with the assembling of the building frame 1 when the scaffolding is being erected, and this makes it possible to protect fallen objects even when the scaffolding is being erected. Moreover, the implementation of falling object protection measures is completed at the same time as the scaffolding is erected, so there is no need to carry out protection measures as a separate task after the scaffolding is erected, unlike with conventional curing nets, and it can be used for temporary scaffolding. The required effort and time can be saved. Not only that, the side frame main body 30 itself serves as a handrail, and the safety of workers is ensured even during the process of assembling the scaffolding. Furthermore, since each frame net 31 is small in size, it does not flap or make noise unlike a curing net, and it fits nicely inside the side frame body 30 made of angle material. ,
It does not infringe on your work space. Furthermore, it is configured to be removable from the side frame main body 30, so that it can be removed from the main body 30 for cleaning, and can be handled while attached to the side frame main body during transportation, storage, etc., and is bulky. It is easy to handle. [Embodiment] The above-mentioned FIG. 1 shows an embodiment of the present invention, in which A is a diagram for explaining the overall structure, and B to D are partially enlarged views. As shown in the figure, the side frame 3 has a rectangular shape as a whole and consists of a side frame main body 30 and a frame net 31.
The side frame main body 30 has a reinforcing material 30 disposed therein.
1, and connecting pieces 302 provided near the four corners of the side frame main body 300. The side frame body 30 is made of angle material, and has a vertical flange portion 300a that stands in the direction in which the frame is viewed, and a flat flange portion 300b that bends from the vertical flange portion toward the inside of the frame. For convenience, the side surrounded by the vertical flange portion 300a and the flat flange portion 300b is referred to as the front side. Engagement means for attaching the frame net 31 is provided on the front side of the side frame body 30. That is, the lower horizontal member 300x2 has a flat flange portion 3.
00b, an appropriate number of engaging pieces 32 (see FIG. 3) are provided to sandwich and hold the frame 310 of the framed net 31. A spring type clip 33 as shown in Figure C is provided on the upper horizontal member 300x1 and both vertical members 300y1 , 300y2 . The spring type clip 33 is made of a plate material (spring material) and has a cross-sectional shape like a bottle with a narrow mouth. And the base 33 which is the bottom of the bottle
a is fixed to the flat flange 300b of the side frame main body 30 by bolts 34, and the engagement opening 33c is open toward the front side of the frame. To install the frame net,
The frame 310 is pressed against the engagement opening 33c, passed through the narrow portion against the spring force, and is fitted into the widened interior and held. The dimensions of the side frame body 30 are such that the outer width W 2 approximately matches the inner dimension W 1 between the adjacent building lots (hereinafter simply referred to as adjacent building lots) 10, 10 of the building frames 1 that are arranged in parallel as described below. ing. The height H 2 is the height H 1 of the building lot 10
It is approximately half the size of the original. The reinforcing material 301 forms a water-like shape within the side frame body 30 and provides high rigidity to the side frame body 30. Needless to say, the method of taking the reinforcing material 301 is not limited to this, and various modifications are possible. Some of the variations are shown in Figure 2. The connecting pieces 302 are connected to both vertical members 30 of the side frame main body 30.
0y 1 , 300y 2 vertical flange portion 300a outer surface side,
It is located near the top and bottom ends. The shape is L-shaped.
The ear portion 302a that projects laterally has a through hole 302b that is inserted into the engagement pin 15 of the building frame building site 10. This connecting piece 302 is located on the front side (edge side) of the outer frame vertical flange portion 300a, as shown in Figure 2.
The ear portion 302a extends inward from the side of the building site 10 and engages with the engagement pin 15. With this connecting piece, the side frame main body 3 is attached in such a manner that it completely fits between the adjacent buildings 10, 10. On the other hand, the framed net 31 consists of a rectangular frame 310 made of bar material and a mesh sheet 311 attached to cover the inner surface of the frame.
The net 311 is a peripheral portion 311 that is finished with a cloth.
A string is passed through a hole 311b drilled in a and fixed to the frame 310. In addition, in the illustrated example, the frame 310 has reinforcing materials 310a at the four corners and between the upper and lower sapwoods, but the method of providing the reinforcing materials is not limited, and may not be provided in some cases. It is possible. This frame net 31 is attached to the inner surface of the side frame body 30 by means of engagement means 32 and 33 on the side frame body 30 side, and is also removable. In the attached state, it fits within the vertical flange portion 300a that rotates around the side frame main body. To install, first attach the frame net 3 to the back of the engagement piece 32 of the lower horizontal member 300x2 of the side frame body 30.
Drop in 310x 2 pieces of sap material at the bottom of the frame from step 1. Using this as a fulcrum, turn the frame net 31 to bring it close to the side frame body 30, and attach the frame 3 to the spring clips 33 of both vertical members 300y 1 , 300y 2 and the upper horizontal member 300x 1 .
10 may be engaged. When removing, do the opposite. Next, a framework scaffolding according to an example of a usage mode of the side frame configured as described above will be explained with reference to FIG. 3. This scaffold as a whole has a multi-tiered work floor A 1 ,
It consists of a working floor unit U 1 forming A 2 . The basic components of the work floor unit U1 are the building frame 1, the scaffolding board 2, the side frame 3 on the outside side, and the side frame on the inside side. Since the side frame 3 has already been explained, the configuration of each element other than the side frame 3 will be explained. ○Building frame 1 Figure 4 shows the front view. According to the figure, the building frame 1 is an H-shaped frame, and includes a pair of building lots 10, 10, a horizontal lot 11 that connects the two building lots at the upper and lower division points, and a horizontal lot 11 on the lower side of the horizontal lot 11, Inverted U-shaped reinforcing material 12 placed between the bases 10 and 10
The basic parts are made up of. All structural members are round steel tubes. A connecting pin 13 for connecting the building frames to each other is attached to the upper ends of both building lots 10, 10. Further, on each of the building lots 10, 10, engagement pins 15 with spring-type retaining pieces 150 are provided at four locations, near the upper and lower ends, directly above and directly below the horizontal lot 11 attachment position. . All of the engaging pins 15 are shaped to protrude inward from the frame itself. A through hole 100 extending in the longitudinal direction of the horizontal lot is provided in a portion of each building site 10 directly below the attachment position of the horizontal lot 11. This through hole 100 is used when installing scaffolding equipment such as morning glory. The reinforcing material 12 spanning both building lots 10, 10 is
It is connected to the horizontal floor 11 by a connecting plate 120 at its center. Connection plate 1
A through hole 120a is drilled in the through hole 120, which can be used when attaching a tie rod for support and reinforcement when attaching a morning glory or the like using the through hole 100. Regarding the building frame width, if the temporary construction is for general buildings, a width of about 600 mm is sufficient; anything over 850 mm is not necessary for the work and is not desirable from the standpoint of installation space. For the height H 1 ,
From the perspective of securing the necessary space for work based on a person's height, a value of about 1700 to 2000 mm is appropriate. ○Scaffolding board 2 The scaffolding board 2 is normally used, and is provided with engagement claws 20, 20 for engaging the building frame horizontal area 11 at both ends. ○ Side frame on the inner surface side (body side) This is generally used as a handrail and strength member, such as a handrail frame 35 as shown in Figure 5A, or a handrail material 36 as shown in Figure 5B. A combination of the diagonal member 37 and the diagonal member 37 is used. Next, the arrangement and combination of these components will be explained. First, the required number of building frames 1 are arranged in parallel at a predetermined interval l, and the required number of stages are added in the vertical direction as well. A jack base 8 is attached to the bottom end of the lowest building frame. The placement interval l is 1829mm, 1524mm for inch size,
It will be set at around 1219mm and 914mm. The connection in the vertical direction is via the connection pin 13 at the upper end of the building site 10 described above. Scaffolding boards 2 are connected and spanned between adjacent horizontal lots 11, 11 of each tier of such a building frame 1, forming working floors A1 , A2 ... for the number of erected tiers of the building frame. ing. The engagement with the horizontal ground 11 is done using the engagement pieces 2 on both ends of the scaffolding board 2.
According to 0.20. The side frame 3 is provided between each adjacent building site 10 on the outer surface side (reverse frame side) in each stage of the building frames 1 . The height of side frame 3 H2 is the height of one building frame H1
The side frame 3 is half of the working floor A at each stage.
One wall is built above and one below the level. Although some parts are omitted in FIG. 3 for convenience of illustration, the side frame 3 is provided so as to cover the entire outer surface. The side frame 3 is fixed using the four connecting pieces 302 of the side frame...
is fitted into the engagement pins 15 with retaining pieces of the building lots 10, 10. In the above-mentioned installed state, each side frame 3 is completely fitted between the building sites 10, 10 on both sides as shown in FIG. There are almost no gaps between the two. Although the side frames on the inside side (frame side) are not shown in Figure 3, their height is half the height H1 of one building frame, and one unit is placed for each level of building frame 1. It will be built above the A level of the work floor. In the illustrated example, a diagonal member 5 is attached to the lower side of the lowermost work floor A1 instead of the side frame. In the scaffold configured as described above, the side frames 3 placed on each tier of the work floor unit U1 serve to strengthen the tiers themselves in the horizontal direction, and as a result, make the whole sturdy. Moreover, each side frame 3 fits between the adjacent building lots 10, 10, and there is substantially no gap between the building lots 10. The side frame main body 30 is made of angle material, and the vertical members 300Y 1 facing the building lots 10, 10,
Since the vertical flange portion 300a of 300Y2 is flat, no gap will be created even if the mounting state of the side frame moves due to the margin of the engagement portion of the engagement pin 15 on the building site. Therefore, the frame net 31 provided on the side frame can reliably protect fallen objects. Next, the scaffolding is removed as follows. First, the lowest building frame 1 of work floor unit U 1 ...
are installed, diagonal members 5 are set on the lower side between each building frame, and scaffolding boards 2 are stretched between adjacent horizontal lots 11, 11. After doing this, the unit
Go up onto the scaffolding board 2 of U1 and attach the outer side frame 3 and the inner side frame on the lowermost side. Once the bottom tier is completed in this way, the building frame 1 of the second tier is added on top of it, the lower outer side frame 3 of the second tier is attached, and the scaffold board 2 is hung. In this manner, work units U1 are assembled step by step in parallel from the bottom. When dismantling, follow the exact opposite procedure and work your way down from the top. In such assembly and disassembly work, the worker stands on the scaffolding board 2 for each tier and attaches the upper outer side frame 3 and the inner side frame 3 to the tiered building frame 1 and then directly. The process proceeds by adding the upper building frame 1 → installing the lower outer side frame 3 and the scaffolding board 2 to the added building frame 1 in order, but in this case, the subsequent work is always carried out during the work. The work will be carried out with side frames on both the outside and inside sides of the steps, allowing for safe work. Although the case in which the H-shaped building frame 1 is used has been described above, the application of the side frame of the present invention is not limited to this, but can also be applied to scaffolds using general torii-shaped building frames. [Effects of the Invention] The side frame of the present invention described above has the following features and advantages. ○ When incorporated into a scaffold, its frame rigidity resists horizontal forces, giving the entire scaffold a high level of strength. ○ In addition, it is built so that it fits between adjacent buildings without any gaps, and the frame net 31 provided thereon covers the entire outer surface of the scaffold without any gaps, thereby ensuring the protection of fallen objects. ○ When assembling the scaffolding, each stage is set in parallel with the erection of the building frame, so it functions effectively as a protection measure against falling objects during the scaffolding process. In addition, it is reasonable to complete measures to prevent falling objects from occurring as soon as the scaffolding is erected, and the time and effort required for temporary scaffolding can be greatly reduced. ○ Furthermore, it is also effective as a handrail, and when used in conjunction with an H-shaped building frame, the safety of workers is guaranteed even when the scaffolding is being erected. Moreover, since each frame net 31 is small in size, it does not flap or make noise unlike conventional curing nets. Moreover, it can be attached and detached from the side frame main body 30, so cleaning can be done by removing it from the main body 30, and when transporting and storing it, it can be handled while attached to the main body 30, which reduces the bulk. It becomes easy to handle without falling apart. ○ In addition, the frame net 31 fits completely within the side frame main body 30, does not infringe on the work space, looks good, and is stable even when the side frames are overlapped with the frame net 31 attached. Good sex,
Improves transportability and storage.
第1図イは本発明の側枠の一例を示す分解斜視
図、同図ロ〜ニはその側枠の部分詳細図、第2図
は側枠について補強材の取り方のバリエーシヨン
を示す模式図、第3図は同上側枠を適用した枠組
足場の一例を示す斜視図、第4図は同上枠組足場
に使用する建枠を示す正面図、第5図イ,ロは同
じく内側面側の側枠を示す正面図、第6図は従来
の枠組足場を示す模式説明図である。
図中、1……建枠、2……足場板、3……側
枠。
Figure 1A is an exploded perspective view showing an example of the side frame of the present invention, Figures B to D are partial detailed views of the side frame, and Figure 2 is a schematic diagram showing variations in how to take reinforcing materials for the side frame. Figure 3 is a perspective view showing an example of a framework scaffold to which the same upper frame is applied, Figure 4 is a front view showing a building frame used for the same upper frame scaffold, and Figures 5 A and 5 are similarly internal side views. A front view showing the side frame and FIG. 6 are schematic explanatory views showing a conventional framework scaffold. In the diagram, 1...building frame, 2...scaffolding board, 3...side frame.
Claims (1)
と、方形状の枠付ネツト31の組合せからなり、
側枠本体30はアングル材で構成されるととも
に、並列配置された建枠1…の隣接建地10,1
0間の内のりW1と略々一致する外巾W2寸法を有
し、更に側枠本体30の四隅付近には枠見込方向
に立つて外周に回る立フランジ部300aの端縁
側において側方へ張り出す建枠建地10との取合
片302…が付設され、前記隣接建地10,10
の内側の係合ピン15…と取合つて側枠本体30
を当該建地間に隙間なく嵌り込む状態で支持する
よう構成されるとともに、側枠本体30の立フラ
ンジ部300a内には枠付ネツト31の枠体31
0との係合手段32,33が付設され、この係合
手段によつて枠付ネツト31が立フランジ部30
0a内に脱着可能に装着されていることを特徴と
する枠組足場用側枠。1 Side frame main body 33 based on a rectangular rigid frame
and a square-shaped framed net 31,
The side frame body 30 is made of angle material, and the adjacent building lots 10, 1 of the building frames 1 arranged in parallel.
It has an outer width W 2 that approximately matches the inner width W 1 between 0 and 1, and furthermore, in the vicinity of the four corners of the side frame body 30, there are flange portions 300a that stand in the direction of the frame and rotate around the outer periphery. A connecting piece 302 with the overhanging building frame building site 10 is attached, and the adjacent building site 10,10
The side frame main body 30 is engaged with the engaging pins 15 on the inside of the
The frame body 31 of the framed net 31 is arranged in the vertical flange portion 300a of the side frame main body 30.
0 is provided, and these engaging means cause the frame net 31 to engage with the vertical flange portion 30.
A side frame for a framed scaffold, characterized in that it is removably installed inside the 0a.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP30476487A JPH01146059A (en) | 1987-12-02 | 1987-12-02 | Side frame for framework scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP30476487A JPH01146059A (en) | 1987-12-02 | 1987-12-02 | Side frame for framework scaffold |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01146059A JPH01146059A (en) | 1989-06-08 |
| JPH055986B2 true JPH055986B2 (en) | 1993-01-25 |
Family
ID=17936947
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP30476487A Granted JPH01146059A (en) | 1987-12-02 | 1987-12-02 | Side frame for framework scaffold |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH01146059A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100416020C (en) * | 2002-09-10 | 2008-09-03 | 拉里克有限公司 | Temporary structural piece for handrail |
| KR101603434B1 (en) * | 2014-09-26 | 2016-03-14 | 현대위아 주식회사 | Clamping device for milling headstock of composite processing machine |
-
1987
- 1987-12-02 JP JP30476487A patent/JPH01146059A/en active Granted
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100416020C (en) * | 2002-09-10 | 2008-09-03 | 拉里克有限公司 | Temporary structural piece for handrail |
| KR101603434B1 (en) * | 2014-09-26 | 2016-03-14 | 현대위아 주식회사 | Clamping device for milling headstock of composite processing machine |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH01146059A (en) | 1989-06-08 |
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