JPH01146057A - Side frame for framework scaffold - Google Patents

Side frame for framework scaffold

Info

Publication number
JPH01146057A
JPH01146057A JP30476287A JP30476287A JPH01146057A JP H01146057 A JPH01146057 A JP H01146057A JP 30476287 A JP30476287 A JP 30476287A JP 30476287 A JP30476287 A JP 30476287A JP H01146057 A JPH01146057 A JP H01146057A
Authority
JP
Japan
Prior art keywords
side frame
building
frame
frame body
net
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.)
Granted
Application number
JP30476287A
Other languages
Japanese (ja)
Other versions
JPH055984B2 (en
Inventor
Yasuji Nishida
西田 保治
Shoji Shibuya
渋谷 正二
Shinji Yoshida
信二 吉田
Akira Kenjo
見上 彰
Shigeyuki Nakatani
中谷 重幸
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.)
Taisei Corp
Sumikin Kozai Kogyo KK
Sumitomo Metal Steel Products Inc
Original Assignee
Taisei Corp
Sumikin Kozai Kogyo KK
Sumitomo Metal Steel Products Inc
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 Taisei Corp, Sumikin Kozai Kogyo KK, Sumitomo Metal Steel Products Inc filed Critical Taisei Corp
Priority to JP30476287A priority Critical patent/JPH01146057A/en
Publication of JPH01146057A publication Critical patent/JPH01146057A/en
Publication of JPH055984B2 publication Critical patent/JPH055984B2/ja
Granted legal-status Critical Current

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  • Movable Scaffolding (AREA)

Abstract

PURPOSE: To maintain the strength of a scaffolding while improving safety and reducing labor and time by composing a side frame of a rectangular side frame body and a rectangular net of almost the same size as the side frame body, and fitting the side frame to the outer side face side simultaneously with building up standards. CONSTITUTION: A side frame body 30 comprising an outer frame body 300 provided with tie-in pieces 32 near four corners, and internal reinforcing members 301, is made of round pipes with a width W2 almost corresponding to the layout space 1 of standards 1. A net 31 of almost the same size as the side frame body 30 is fixed to the side frame body 30 by hooking holes 311b of a peripheral edge part 311a of the net 31 on engaging means 32 of the side frame body 30 to constitute a side frame 3. The side frame 3 is fitted between the adjacent upright posts 10, 10 on the outer side face side of the standards 1 arranged in parallel, by the engaging pins of the standards 1 and the tie-in pieces 302 of the side frame 3. Strength to horizontal force is therefore maintained, and protection against fallen objects can be secured from the beginning of building up the standards 1 while heightening the safety of workers and reducing labor and time.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、建造物等の外壁面に沿って仮設される枠組
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側枠
に関する。
[Detailed Description of the Invention] [Industrial Application Field] This invention is used for a framework scaffold that is temporarily constructed along the outer wall surface of a building, etc., and functions as a strength member and handrail in place of braces, and prevents falling objects. This relates to a side frame that also has a curing function.

〔従来の技術〕[Conventional technology]

この種の枠組足場としては、現在第7図のようなものが
汎用されている。すなわち、図のものは鳥居型の建枠9
0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91が取付けられる。そしてその隣り合う建枠の横地
903.90a間には足場板2がかけ渡され、作業床A
、、A8・・・が確保される。最上段の建枠90には支
柱92を立てて手摺93がセントされる。
As this type of framework scaffold, the one shown in Fig. 7 is currently in general use. In other words, the one in the picture is a torii-shaped building frame 9.
A plurality of 0's are arranged side by side at predetermined intervals, a required number are connected in the vertical direction, and cross braces 91 are installed between adjacent building frames. Scaffolding boards 2 are spanned between the horizontal areas 903 and 90a of the adjacent building frames, and the work floor A
, , A8... are secured. Supports 92 are erected on the uppermost building frame 90, and handrails 93 are attached.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

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。
However, the above-mentioned known framework scaffolds have the following problems.

■ 組立或いは解体(&l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。
■ During the assembly or disassembly (&l payment) work,
There are no handrails to ensure safety for workers standing on the scaffolding boards 2 of each step, forcing them to perform extremely dangerous work.

■ 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(枠付金属網)または養生ネソト(メツシ
ュシート)が張られる。
■ Framed scaffolding usually has a curing frame (metal mesh with frame) or a curing sheet placed on its outer surface for the purpose of curing fallen objects.

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。
Such curing is carried out after all stages of scaffolding have been erected, but
In reality, there is a risk of falling object accidents occurring even during assembly, and this cannot be said to be a sufficient countermeasure.

また、養生枠、ネットとも取付けが面倒で、相当の手間
を必要とする。ネットの方は、−mに長さ5100nの
ものが使用され、建枠3段分を1枚で覆うようになって
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
ツイント部に養生枠の孔部を嵌込む構造になっており、
やはりその取付けには手間のかかる作業が必要となる。
Furthermore, installation of both the curing frame and the net is troublesome and requires considerable effort. The net used is -m with a length of 5100n, and is designed to cover three levels of the building frame with one piece, but attaching it to the building frame requires the hassle of tying it to the building site with a string. It is something. Regarding the curing frame, the building frame,
The structure is such that curing clamps are installed at two locations on the building site, and the holes in the curing frame are fitted into the joints provided on these clamps.
After all, its installation requires time-consuming work.

その上ネットについては、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−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、コスト的にも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。
Furthermore, if the net is not securely fixed to the building site, it will flap in the wind and become a source of noise. In addition, even if only one part is damaged, the whole large piece needs to be replaced, 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. I have to.

本発明の側枠は、このような従来の足場の問題点を解決
するための足場構成要素である。
The side frame of the present invention is a scaffolding component for solving these problems of conventional scaffolding.

〔問題点を解決するための手段〕[Means for solving problems]

本発明は、第1図および第2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、同じく方形状で側枠
本体30とほぼ同じ大きさのネット31との組合せから
なり、側枠本体30は、並列配置された建枠lの配置間
隔eに略々対応する巾W8をもち、四隅付近には建枠l
の建地lOに備わる係合ピン15・・・と取合う取合片
302を具備し、側枠本体30には更にネット31との
係合手段32が付設され、この係合手段によってネット
31が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。
As shown in FIGS. 1 and 2, the present invention is based on a combination of a side frame main body 30 which is basically a rectangular rigid frame and a net 31 which is also rectangular and has approximately the same size as the side frame main body 30. The side frame main body 30 has a width W8 that approximately corresponds to the arrangement interval e of the building frames L arranged in parallel, and the side frame body 30 has a width W8 that approximately corresponds to the arrangement interval e of the building frames L arranged in parallel.
The side frame body 30 is further provided with an engaging means 32 for engaging with the net 31, and this engaging means engages the net 31. The gist of the present invention is a side frame for a framed scaffold, which is characterized in that a side frame is detachably attached to the side frame.

【作  用〕[For production]

本発明の側枠3は、第4図に示されるように、並列配置
された建枠lの外側面側の建地lOの隣接し合うものど
うしの間に全面的に取り付けられる。
As shown in FIG. 4, the side frame 3 of the present invention is installed entirely between adjacent building lots 10 on the outer side of the building frames 1 arranged in parallel.

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、つまり筋違に代わ
る機能を担う、そしてこの場合ネフ)31は、足場の外
側面側の開口の全面を塞ぎ、落下物に対する養生の機能
を果たすことになる。
In this installed state, the side frame 3 provides the scaffold with strength against horizontal forces by its own frame rigidity, that is, it has a function in place of braces. This serves as a protection against falling objects.

このネットを具備した側枠3は、枠組足場組上げ時、建
枠lの組み上げと並行して各段積み上げ毎にセットして
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
ッ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。
The side frame 3 equipped with this net is set in parallel with the assembly of the building frame 1 at each stage of stacking when the scaffolding is assembled, and this makes it possible to protect fallen objects even during the assembly of the scaffolding. becomes. Moreover, the implementation of falling object protection measures is completed at the same time 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 protection nets. The required effort and time can be saved.

のみならず、枠体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。
In addition, the frame 30 itself serves as a handrail, ensuring the safety of workers during the process of assembling the scaffolding.

更にまた、ネット31は1枚当りのサイズが小さいので
、養生ネッ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、側枠本体30に着脱可能に構成され、清
掃に当たっては本体30から取外し作業すればよい、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、嵩ぼらず扱い易いものである。
Furthermore, since each net 31 is small in size, it does not flap or make noise unlike a curing net, and is configured to be removable from the side frame body 30, so that it can be removed from the main body 30 during cleaning. It only needs to be removed, and it can be handled while attached to the side frame body during transportation, storage, etc., and is not bulky and easy to handle.

〔実施例〕〔Example〕

前出第1図および第2図は本発明の実施例を示し、(イ
)は全体の構造を説明する斜視図、(ロ)(ハ)は部分
拡大図である。
1 and 2 show an embodiment of the present invention, (A) is a perspective view illustrating the overall structure, and (B) and (C) are partially enlarged views.

第1図によると、側枠3は全体が方形で、側枠本体30
とネット31の組合せからなっている。
According to FIG. 1, the side frame 3 has a rectangular shape as a whole, and the side frame main body 30
and net 31.

周囲を巡る側枠本体30は、その内部に配された補強材
301と、外枠体300の四隅付近に設けられた取合片
302・・・とを備える。
The side frame main body 30 that goes around the periphery includes a reinforcing member 301 disposed inside thereof, and joining pieces 302 provided near the four corners of the outer frame body 300.

この側枠本体30は丸パイプで構成され、その内面側に
は、ネット31を取付けるための係合手段32・・・が
設けられている。(ロ)図に拡大して示される係合手段
32は、側枠本体30にフックを別途取り付けたもので
あり、(ハ)図に拡大して示される係合手段32は、側
枠本体30にスリットを入れ、その周囲を嵌没させてフ
ック部が側枠本体30の外周面より外側に突出しないよ
うに構成したものである。係合手段32はいずれも枠自
身の内部側に外周側へ向けて屈曲するよう形成されてい
る。
This side frame main body 30 is composed of a round pipe, and on its inner surface, engagement means 32 for attaching the net 31 are provided. (b) The engaging means 32 shown enlarged in the figure is a hook attached separately to the side frame main body 30, and (c) The engaging means 32 shown enlarged in the figure is attached to the side frame main body 30. A slit is formed in the side frame body 30, and the periphery thereof is fitted so that the hook portion does not protrude outside the outer circumferential surface of the side frame main body 30. Each of the engaging means 32 is formed inside the frame itself so as to be bent toward the outer periphery.

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l・・・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H8は建地lOの高さH3の略々半分のサイ
ズとなっている。
The dimensions of the side frame body 30 are such that the outer width W2 is approximately equal to the inner dimension W1 between adjacent building lots (hereinafter simply referred to as adjacent building lots) (10, 10) of the building frames l... which are arranged in parallel as described below. are in agreement. The height H8 is approximately half the height H3 of the building lot IO.

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。
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.

バリエーションのいくつかを第3図に示しておく。Some of the variations are shown in Figure 3.

取合片302は、側枠本体30の前縦部材上下端部近く
に設けられている。この取合片302により側枠本体3
0は、隣接建地10.10間に嵌り込む状態に取付けら
れる。
The connecting pieces 302 are provided near the upper and lower ends of the front vertical member of the side frame main body 30. This connecting piece 302 allows the side frame body 3 to
0 is installed so that it fits between the adjacent buildings 10 and 10.

ネット31は、クロスで始末した周縁部311aにあけ
た孔311bを前記係合手段32にひっかけて側枠本体
30に固定し、または取り外せるようになっている。ネ
ット31の取付は方としてはこの他、孔311bにひも
を通し、側枠本体30にくくりつける方法、ネット31
を一旦方形状の枠に固定し、この枠を側枠本体30に取
付ける方法等が可能である。
The net 31 can be fixed to the side frame main body 30 or removed by hooking a hole 311b formed in a peripheral edge 311a formed with a cloth onto the engaging means 32. Other ways to attach the net 31 include passing a string through the hole 311b and attaching it to the side frame body 30;
A possible method is to temporarily fix the frame to a rectangular frame and then attach this frame to the side frame main body 30.

第2図の側枠3は、側枠本体30をアングル材で構成し
、アングル材の立フランジ部内面側に、ネット31を取
付けるための係合手段32・・・を設けたものである。
In the side frame 3 shown in FIG. 2, the side frame main body 30 is made of an angle material, and engagement means 32 for attaching a net 31 are provided on the inner surface of the vertical flange portion of the angle material.

係合手段32・・・としては、第1図の側枠3と同様、
側枠本体30にフックを別途取付けたもの(同図(ロ)
)、側枠本体30の一部を内側に突出させたもの(同図
(ハ))などが可能である。
As the engaging means 32..., similar to the side frame 3 in FIG.
A hook is attached separately to the side frame main body 30 (same figure (b))
), or one in which a part of the side frame main body 30 protrudes inward (see (c) in the same figure).

この側枠3によると、ネット31が、側枠本体30を構
成すアングル材の立フランジ部と、立フランジ部から枠
内側に折れる平フランジ部とが囲む空間内に収容される
According to this side frame 3, the net 31 is accommodated in a space surrounded by the vertical flange portion of the angle member constituting the side frame main body 30 and the flat flange portion bent from the vertical flange portion toward the inside of the frame.

ネット31は、上記係合手段32に直接取付ける他、ネ
ッ)31を一旦方形状の枠に固定し、この枠を側枠本体
30に取付けるものであってもよい。
The net 31 may be attached directly to the engaging means 32, or the net 31 may be temporarily fixed to a rectangular frame, and then this frame may be attached to the side frame body 30.

他の構成は、第1図の側枠3と同じであるので、詳しい
説明を省略する。
The other configurations are the same as the side frame 3 of FIG. 1, so detailed explanation will be omitted.

次に、上記構成になる側枠の使用Li様の一例に係る枠
組足場を、第4図により説明する。
Next, a framework scaffold according to an example of the use of side frames having the above structure will be explained with reference to FIG. 4.

本足場は、全体としては複数段の作業床A1゜A、・・
・を形成する作業床ユニットU1からなっている。作業
床ユニットυ1の基本構成要素は、建枠lと足場板2と
外側面側の前記側枠3と更に内側面側(11体側)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以外の各々について構成を説明する。
This scaffolding as a whole has multiple tiers of work floors A1゜A...
・It consists of a work floor unit U1 that forms a. The basic components of the work floor unit υ1 are the building frame l, the scaffold board 2, the side frame 3 on the outside side, and the side frame on the inside side (11 body side). Since the side frame 3 has already been explained, the configuration of each other than the side frame 3 will be explained.

0建枠l 第5図に正面図を示す。0 frame l FIG. 5 shows a front view.

同図によると、建枠lはH型の枠であり、一対の建地1
0.10と、その上下2分割点で両建地間をつなぐ横地
ll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。
According to the figure, building frame l is an H-shaped frame, and a pair of building lots 1
0.10, a horizontal lot ll that connects both building lots at the upper and lower division points, and an inverted U-shaped reinforcing material 12 placed below the horizontal lot 11 between both building lots 10 and 10. consists of parts. All structural members are round steel tubes.

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。アーム
ロック、側枠を係止するための係合ピン15はすべて枠
自身の内部側に突き出す形になっている。
A connecting pin 13 for connecting the building frames to each other is attached to the upper ends of both building lots 10.10. Also, the building site is 10,
10, engagement pins 15 with spring-type retaining pieces 150 are provided at a total of four locations near the upper and lower ends, directly above and directly below the mounting position of the horizontal strip 11. The arm lock and the engagement pins 15 for locking the side frame are all shaped to protrude inside the frame itself.

各建地lO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。
A through hole 100 extending in the longitudinal direction of the horizontal lot is provided in a portion directly below the attachment position of the horizontal lot 11 on each building lot IO.

この貫通孔100は建地間のつなぎ、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。
This through hole 100 is used to connect between buildings, to install scaffolding equipment such as morning glory, etc.

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120には透孔120a
があけられているが、これは上記貫通孔100を使って
アサガオ等を取付けるときに、支持補強のためのタイロ
ッドなどをとるのに利用できる。
The reinforcing material 12 extending between the two building lots 10 and 10 is connected to the horizontal lot 11 by a connecting plate 120 at its center. The connection plate 120 has a through hole 120a.
This can be used to attach a tie rod for supporting and reinforcing when attaching a morning glory or the like using the above-mentioned through hole 100.

なお、建枠中としては、仮設対象を建築物一般とするな
ら、「簡易わく」である900R未満で十分である。高
さH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、1700〜2000酊程度が適
当である。
In addition, as for the building frame, if the temporary construction target is a building in general, less than 900R, which is a "simple frame", is sufficient. Regarding the height H, from the viewpoint of securing the necessary space for work based on the height of a person, a height of about 1,700 to 2,000 mm is appropriate.

O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1
1に対する係合爪20.20を具備する。
O Scaffolding board 2 Scaffolding board 2 is the one normally used, and there are building frame horizontal areas 1 on both ends.
1 is provided with an engaging claw 20.20.

O内側面側(Ilii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6
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。
It is generally used as a side frame handrail and strength member on the O inner side (Ilii body side).
A handrail frame 35 as shown in Figure (A) or a combination of a handrail member 36 and diagonal member 37 as shown in Figure (B) is used.

次に構成要素の配置if&l1合せ状態を説明する。Next, the arrangement if&l1 of the constituent elements will be explained.

まず建枠l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1829m、152481.1219m、914龍程
度に設定される。
First, the required number of building frames 1 are arranged in parallel at a predetermined interval 1, and the required number of stages are also added in the vertical direction. A jack base 8 is attached to the bottom end of the lowest building frame. The arrangement interval l is set to about 1829 m, 152481.1219 m, or 914 mm in the case of inch size.

上下方向の連結は、前記した建地lO上端の連結ピン1
3により、ロックはアームロック等で行われる。
The connection in the vertical direction is made using the connection pin 1 at the upper end of the building site lO.
3, locking is performed by arm lock or the like.

足場板2は、このような建枠l・・・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A、、At・・・を形成している
The scaffolding board 2 is connected and spanned between the adjacent horizontal areas 11, 11 of each stage of such a building frame l..., and is connected to and spans the working floors A, At... is formed.

横地11との取合は、足場板2両端の係合片20.20
による。
The engagement with the horizontal ground 11 is done using the engagement pieces 20.20 at both ends of the scaffolding board 2.
by.

側枠3は、上記建枠l・・・の各段において、外側面側
(反部体側)の各隣接建地10,10間に設けられてい
る。側枠3の高さH2は建枠−つの高さH3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1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。
The side frame 3 is provided between each adjacent building site 10 on the outer surface side (opposite the body side) in each stage of the building frame l.... The height H2 of the side frame 3 is half the height H3 of the building frame, and one side frame 3 is built above and below the work floor A level at each stage. Although some parts are omitted in FIG. 1 for convenience of illustration, the side frame 3 is provided so as to cover the entire outer surface.

側枠3の固定は、側枠の4つの取合片302・・・を建
地io、toの抜止片付係合ピン15・・・に嵌着させ
ることによる。
The side frame 3 is fixed by fitting the four connecting pieces 302 of the side frame into the engagement pins 15 with retaining pieces of the building sites io, to.

各側枠3は、上記取付状態において、両側の建地io、
toの間に嵌り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。
In the above-mentioned installed state, each side frame 3 has a building site io on both sides,
It is built so that it fits between the two buildings, and there is almost no gap between it and each building site.

内側面側(W体側)の側枠は第1図には図示されていな
いが、その高さは建枠−つの高さHlの半分で、建枠l
・・・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。
Although the side frame on the inner side (W body side) is not shown in Fig. 1, its height is half of the height Hl of the building frame.
One unit will be built above the A level of the work floor for each stage.

なお、図の例では最下段の作業床A、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。
In the illustrated example, diagonal members 5 are attached to the lower side of the lowermost work floor A in place of the side frames.

以上のような構成になる足場において、組込まれた状態
の側枠3は、作業床ユニットυ1の各段を水平方向に固
める機能を果たし、結果として全体を堅牢にする。
In the scaffold configured as described above, the side frame 3 in the assembled state serves to horizontally solidify each stage of the work floor unit υ1, and as a result, the whole becomes solid.

また、側枠3は各隣接建地10,10間に取付けられ、
そのネット31が全体として足場外側面を完全に覆う形
となって、落下物の養生を達成することになる。
In addition, the side frame 3 is installed between each adjacent building site 10, 10,
The net 31 as a whole completely covers the outer surface of the scaffold, thereby achieving protection against fallen objects.

次に、上記足場の組払しは以下のjうに行われる。Next, the scaffolding is removed as described below.

まず、作業床ユニットU1の最下段の建枠l・・・を設
置し、その各建枠間の下方側に斜材5をセットするとと
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、ユニットU1の足場板2上にあがっ
て最下段上側の外側面側側枠3と内側面側側枠とを取付
ける。
First, the lowest building frame l... of the work floor unit U1 is installed, and the diagonal members 5 are set on the lower side between each of the building frames, and the scaffolding board 2 is stretched between the adjacent horizontal lots 11 and 11. After doing this, the user goes up onto the scaffolding board 2 of the unit U1 and attaches the outer side frame 3 and the inner side frame on the lowermost upper side.

こうして最下段ができれば、この上に第2段目の建枠l
・・・を継ぎ足し、2段目の下側側枠3を取。
Once the bottom tier is completed in this way, the building frame for the second tier is placed above it.
Add ... and remove the second tier lower side frame 3.

付けて、足場板2をかける。このような要領で作業床ユ
ニット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。
Attach the scaffold board 2. In this manner, the work floor unit U1 is assembled step by step from the bottom in parallel, and when dismantled, the process is completely reversed and the work proceeds sequentially from the top step downward.

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の上に立って、■当該段建枠l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l
の継ぎ足し→■建建枠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面側
、内面側とも手摺として働く側枠がすでにある状態で行
われることになり、安全に作業ができる。
Such assembly and disassembly work is carried out by a worker standing on the scaffolding board 2 for each step and attaching the upper outer side frame 3 and the inner side side frame to the relevant step frame l→ ■Directly above building frame l
The process proceeds by installing the lower outer side frame 3 and the scaffolding board 2 on the construction frame in order, but in this case, the work after ■ always attaches the outer side to the step being worked on. The work will be carried out with the side frames that act as handrails already present on both the inner surfaces, allowing for safer work.

なお、以上はH型の建枠l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をこれに限らず、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。
Although the case where the H-shaped building frame l 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 a general torii-shaped building frame.

〔発明の効果〕〔Effect of the invention〕

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。
The side frame of the present invention described above has the following features and advantages.

O足場に組込まれた状態において、その枠間性により水
平力に対し抵抗し、足場全体に高い強度を保有させる。
When incorporated into a scaffold, it resists horizontal forces due to its interframe nature, giving the scaffold as a whole a high level of strength.

○ また、それに備わるネット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。
○ In addition, the net 31 provided thereon covers the entire outer surface of the scaffold without any gaps, thereby reliably protecting against falling objects.

○ そして、足場組上げ時、組上げと並行して各段毎に
セットしてゆくから、足場組上げ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。
○ Furthermore, since each stage is set in parallel with the assembly of the scaffold, it functions effectively as a measure against falling objects during the scaffold assembly process.

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11に節減できる。
In addition, it is reasonable to complete measures to prevent fallen objects from occurring as soon as the scaffolding is erected, and the effort and time required for temporary scaffolding can be reduced by a factor of 11.

○ 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。
○ It is also effective as a handrail, and when used in conjunction with an H-shaped building frame, it guarantees the safety of workers even when assembling scaffolding.

Oかつまた、ネットは1枚当りのサイズが小さいことか
ら、従来の養生ネットの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
に着脱可能に構成され、清掃に当たっては本体から取外
して作業すれば楽であり、運搬、保管に際しては、本体
に取付けたまま扱うようにすれば嵩ぼらず取扱い易いも
のとなる。
Furthermore, since the size of each net is small, it does not flap or make noise unlike conventional curing nets. In addition, it is configured to be detachable from the side frame body, making it easier to clean by removing it from the body, and when transporting and storing it, it can be handled while attached to the body, making it less bulky and easier to handle. Become.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図(イ)および第2図(イ)は本発明の一実施例に
係る側枠を示す分解斜視図、両図1口)(ハ)はその側
枠の部分詳細図、第3図は側枠について補強材の取り方
のバリニーシランを示す模式図、第4図は同上側枠を適
用した枠組足場を示す斜視図、第5図は同上枠組足場に
おける建枠を示す正面図、第6図は同じく内側面側の側
枠を示す正面図、第7図は従来の枠組足場を示す模式説
明図である。 図中、l:建枠、2:足場板、3:側枠。 出 願 人 大成建設株式会社 第 5 図 /J’S6  図 (イ) 小  3 図 第  7  図
Figures 1 (a) and 2 (a) are exploded perspective views showing a side frame according to an embodiment of the present invention, both figures (1) and (c) are partial detailed views of the side frame, and Figure 3 Figure 4 is a perspective view showing a frame scaffold to which the same upper side frame is applied; Figure 5 is a front view showing the building frame of the same upper frame scaffold; The figure is a front view showing the side frame on the inner side, and FIG. 7 is a schematic explanatory view showing a conventional framework scaffold. In the figure, l: building frame, 2: scaffolding board, 3: side frame. Applicant: Taisei Corporation Figure 5/J'S6 Figure (A) Elementary 3 Figure Figure 7

Claims (1)

【特許請求の範囲】[Claims] (1)方形状の剛性枠を基本とする側枠本体(30)と
、同じく方形状で側枠本体(30)とほぼ同じ大きさの
ネット(31)との組合せからなり、側枠本体(30)
は、並列配置された建枠(1)の配置間隔(1)に略々
対応する巾(W_2)をもち、四隅付近には建枠(1)
の建地(10)に備わる係合ピン(15)・・・と取合
う取合片(302)を具備し、側枠本体(30)には更
にネット(31)との係合手段(32)が付設され、こ
の係合手段によってネット(31)が脱着可能に装着さ
れていることを特徴とする枠組足場用側枠。
(1) Consists of a combination of a side frame body (30) which is basically a rectangular rigid frame, and a net (31) which is also rectangular and has approximately the same size as the side frame body (30). 30)
has a width (W_2) approximately corresponding to the arrangement interval (1) of the building frames (1) arranged in parallel, and there are building frames (1) near the four corners.
The side frame main body (30) is further provided with an engaging means (32) for engaging the engaging pin (15) provided on the building site (10), and the side frame body (30). ), and a net (31) is removably attached to the side frame by means of the engaging means.
JP30476287A 1987-12-02 1987-12-02 Side frame for framework scaffold Granted JPH01146057A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30476287A JPH01146057A (en) 1987-12-02 1987-12-02 Side frame for framework scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30476287A JPH01146057A (en) 1987-12-02 1987-12-02 Side frame for framework scaffold

Publications (2)

Publication Number Publication Date
JPH01146057A true JPH01146057A (en) 1989-06-08
JPH055984B2 JPH055984B2 (en) 1993-01-25

Family

ID=17936926

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30476287A Granted JPH01146057A (en) 1987-12-02 1987-12-02 Side frame for framework scaffold

Country Status (1)

Country Link
JP (1) JPH01146057A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007309029A (en) * 2006-05-22 2007-11-29 Alinco Inc Single-pipe scaffold

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS443471Y1 (en) * 1965-07-01 1969-02-07

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS443471Y1 (en) * 1965-07-01 1969-02-07

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007309029A (en) * 2006-05-22 2007-11-29 Alinco Inc Single-pipe scaffold

Also Published As

Publication number Publication date
JPH055984B2 (en) 1993-01-25

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