JPH1018580A - Beam for underfloor space - Google Patents
Beam for underfloor spaceInfo
- Publication number
- JPH1018580A JPH1018580A JP17501096A JP17501096A JPH1018580A JP H1018580 A JPH1018580 A JP H1018580A JP 17501096 A JP17501096 A JP 17501096A JP 17501096 A JP17501096 A JP 17501096A JP H1018580 A JPH1018580 A JP H1018580A
- Authority
- JP
- Japan
- Prior art keywords
- shed
- temporary scaffold
- column
- temporary
- columns
- 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
Links
- 238000009434 installation Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 6
- 238000006073 displacement reaction Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000013585 weight reducing agent Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Movable Scaffolding (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、建設工事の仮設足
場に使用される下屋用梁に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a beam for a shed used as a temporary scaffold for construction work.
【0002】[0002]
【従来の技術】従来、図4に示すように、住宅2の建設
工事現場4においては、住宅2の周囲にジャッキベース
9と支柱10を1800mmの一定間隔で配置し、これ
らの支柱10を水平横繋ぎ12で連結して仮設足場6が
設けられている。また、図示するような下屋構造の住宅
2において、下屋22から奥まった位置の母屋の壁面1
8を工事する場合には、この壁面18の近傍に下屋用仮
設足場8を設けている。2. Description of the Related Art Conventionally, as shown in FIG. 4, at a construction site 4 of a house 2, a jack base 9 and a column 10 are arranged around the house 2 at a constant interval of 1800 mm, and these columns 10 are horizontally arranged. The temporary scaffold 6 is provided so as to be connected by the horizontal connection 12. Further, in a house 2 having a shed structure as shown in the figure, the wall 1 of the main house at a position recessed from the shed 22
In the case of constructing 8, a temporary scaffold 8 for a shed is provided near the wall surface 18.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、下屋用
仮設足場8を設ける位置、または下屋22の大きさ等に
よっては、下屋用仮設足場8の両端部の支柱11を仮設
足場6の支柱10と兼用することができない場合が多
い。このような場合には、図示するように、下屋22の
側部に配置された支柱10aと10b及び10cと10
dの間にそれぞれ下屋用仮設足場8を構成する支柱1
1、11を仮設足場6の組み立て時に余分に配置しなけ
ればならない(図4において、支柱10aと10b及び
10cと10dの中間位置)。このように、支柱11、
11を余分に配置するために、支柱10を割り付ける作
業が煩雑になるという問題点があった。また、支柱11
は長く、重いので、建設工事現場4への搬入に手間がか
かるとともに、組み立て作業が大変であるという問題点
があった。However, depending on the position where the temporary shed for scaffolding 8 is provided or the size of the temporary shed 22, the struts 11 at both ends of the temporary scaffolding for shed 8 are supported by the struts of the temporary scaffold 6. In many cases, it cannot be shared with 10. In such a case, as shown in the figure, the columns 10a and 10b and the columns 10c and
d each of which constitutes the temporary scaffolding 8 for the shed.
Extra parts 1 and 11 must be arranged when assembling the temporary scaffold 6 (in FIG. 4, intermediate positions between the columns 10a and 10b and the columns 10c and 10d). Thus, the support 11,
There is a problem that the work of arranging the columns 10 becomes complicated because the extra 11 is arranged. Also, the support 11
Is long and heavy, so that it takes time and effort to carry it into the construction site 4, and there is a problem that the assembling work is difficult.
【0004】そこで、本発明は下屋用仮設足場を構成す
る両端部の支柱を所望の位置に容易に設置することがで
きる下屋用梁を提供することを目的としている。SUMMARY OF THE INVENTION It is an object of the present invention to provide a beam for a shed in which the pillars at both ends constituting a temporary scaffold for a shed can be easily installed at desired positions.
【0005】[0005]
【課題を解決するための手段】上記目的を達成するため
に本発明に係る下屋用梁は、仮設足場を構成する複数の
支柱が配置された間隔に対応した長さを有する梁であっ
て、両端部には上記支柱に固定されるための固定手段を
設けるとともに、一端側から所望の距離を隔てた位置
に、支柱を連結する支柱連結手段を少なくとも1つ設け
たことを特徴としている。In order to achieve the above object, a shed beam according to the present invention is a beam having a length corresponding to an interval at which a plurality of columns constituting a temporary scaffold are arranged. At both ends, fixing means for fixing to the support are provided, and at least one support connecting means for connecting the support is provided at a position separated from the one end by a desired distance.
【0006】上記構成からなる下屋用梁は、仮設足場を
構成する支柱の間に固定手段によって固定され、支柱連
結手段に下屋用仮設足場を構成する支柱を連結して使用
される。The undercarriage beam having the above structure is fixed by fixing means between the pillars constituting the temporary scaffold, and is used by connecting the pillar constituting the temporary scaffold for the shed to the pillar connecting means.
【0007】また、上記支柱連結手段を梁の長手方向の
所望の位置に着脱自在に設けてもよい。上記のように、
支柱連結手段を所望の位置に着脱自在に設けることで、
下屋用仮設足場を構成する支柱を下屋用梁の長手方向の
所望の位置に連結することができる。[0007] The above-mentioned strut connecting means may be provided detachably at a desired position in the longitudinal direction of the beam. as mentioned above,
By providing the column connecting means detachably at the desired position,
The strut that forms the temporary shed scaffold can be connected to a desired position in the longitudinal direction of the shed beam.
【0008】[0008]
【発明の実施の形態】以下、添付図面を参照して本発明
に係る下屋用梁について説明する。図1は住宅2の建設
工事現場4に設けられた仮設足場6及び下屋用仮設足場
8を示している。仮設足場6は、住宅2の周囲にジャッ
キベース9と支柱10を1800mmの所定間隔で配置
し、支柱10を水平横繋ぎ12で連結し、所望の位置に
ブラケットを介して踏板14を設置した後、図示しない
筋交いを取り付けて構成される。水平横繋ぎ12は、そ
の両端部に設けられた楔形係合部を上記支柱10の鉛直
方向に所定間隔で設けられた箱型連結部16に挿入して
支柱10同士を連結している。上記箱型連結部16は、
支柱10の周囲に等間隔に4カ所ずつ設けてあり、対向
する箱型連結部16の取り付け位置が同一高さに、隣り
合う箱型連結部16の取り付け位置が箱型連結部16の
高さ分だけ上方または下方にずらしてある(図2参
照)。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing a beam for a shed according to the present invention. FIG. 1 shows a temporary scaffold 6 and a temporary scaffold 8 for a shed provided at a construction site 4 of a house 2. After the temporary scaffold 6 has the jack base 9 and the support 10 arranged at a predetermined interval of 1800 mm around the house 2, the support 10 is connected by a horizontal horizontal connection 12, and the tread 14 is installed at a desired position via a bracket. And a brace (not shown). The horizontal connecting member 12 connects the columns 10 by inserting wedge-shaped engaging portions provided at both ends thereof into box-shaped connecting portions 16 provided at predetermined intervals in the vertical direction of the columns 10. The box-shaped connecting portion 16 is
Four positions are provided at equal intervals around the column 10, and the mounting positions of the opposing box-shaped connecting portions 16 are at the same height, and the mounting positions of the adjacent box-shaped connecting portions 16 are the height of the box-shaped connecting portion 16. It is shifted upward or downward by an amount (see FIG. 2).
【0009】下屋用仮設足場8は、下屋22から奥まっ
た位置の母屋二階の壁面18を工事するために壁面18
の近傍に設けられている。下屋用仮設足場8の両端に位
置する支柱20、20は、下屋22を挟んで配置された
下屋用梁1、1に取り付けられている。上記下屋用梁
1、1は、仮設足場6を構成する支柱10の中で、下屋
22の側部に配置された支柱10aと10b及び支柱1
0cと10dにそれぞれ取り付けられている。上記支柱
20、20の間の下屋22の屋根には、複数の支柱24
が例えば、900mm間隔で配置してあり、支柱20、
24にはブラケットを介して踏板14が取り付けられて
いる。[0009] The temporary scaffolding 8 for the shed is used to construct the wall 18 on the second floor of the main building at a position recessed from the shed 22.
Is provided in the vicinity of. The columns 20, 20 located at both ends of the temporary shed for scaffolding 8 are attached to the beams 1, 1 for the shed arranged with the shed 22 therebetween. The pillars 1 for the shed 1 and the pillars 10 a and 10 b and the pillar 1 arranged on the side of the shed 22 in the pillar 10 constituting the temporary scaffold 6.
At 0c and 10d, respectively. A plurality of columns 24 are provided on the roof of the shed 22 between the columns 20, 20.
Are, for example, arranged at 900 mm intervals,
The tread plate 14 is attached to 24 via a bracket.
【0010】上記下屋用梁1は、図2、3に示すよう
に、水平横繋ぎ12と同一形態からなる梁本体26に支
柱連結部(支柱連結手段)28、30を取り付け、下部
に補強板32を溶接して構成してある。また、梁本体2
6の両端部には、略L字型に折り曲げられた楔形係合部
34、34(固定手段)が形成されている。上記支柱連
結部28は、楔形係合部34、34を支柱10a、10
bの箱型連結部16、16に挿入して固定した状態で、
梁本体26の長手方向の中心に位置するように取り付け
てあり(支柱10bの中心から900mm隔てた位
置)、同様に、他方の支柱連結部30は支柱10aの中
心から300mm隔てた位置に取り付けてある。As shown in FIGS. 2 and 3, the beam 1 for a shed is attached to a beam main body 26 having the same form as the horizontal connecting member 12, and column connecting portions (column connecting means) 28 and 30 are reinforced at a lower portion. The plate 32 is formed by welding. In addition, beam body 2
6, wedge-shaped engaging portions 34, 34 (fixing means) bent substantially in an L-shape are formed at both ends. The strut connecting portion 28 connects the wedge-shaped engaging portions 34, 34 with the struts 10a, 10a.
In the state of being inserted and fixed in the box-shaped connecting portions 16 and 16 of b,
It is mounted so as to be located at the center of the beam main body 26 in the longitudinal direction (at a position separated by 900 mm from the center of the column 10b), and similarly, the other column connecting portion 30 is mounted at a position separated by 300mm from the center of the column 10a. is there.
【0011】なお、支柱連結部28、30の取り付け位
置は上述した位置に限られるものでなく、所望の位置に
取り付けて使用してもよい。The mounting positions of the column connecting portions 28 and 30 are not limited to the above-mentioned positions, but may be used by mounting them at desired positions.
【0012】上記支柱連結部28、30は、パイプから
なる支柱20が外嵌されるように、支柱20の内径に合
わせた径を有する円柱体からなっている。また、支柱連
結部28、30には、支柱20のピン孔21に対応した
ピン孔29、31がそれぞれ形成されている。例えば、
支柱20を支柱連結部28に連結した後、ピン孔21と
29に連結ピンを挿通すれば、支柱20が支柱連結部2
8から外れることが防止される。また、上述のように、
支柱10に設けられた箱型連結部16は、隣り合うもの
同士の取り付け位置に箱型連結部16の高さ分のずれが
あるので、下屋用梁1を直交方向に配置した場合、異な
る下屋用梁1の支柱連結部28、30同士には高さ方向
のずれが生ずる。このずれを解消するために、支柱連結
部28、30には箱型連結部16と等しい高さのカラー
36、38が着脱自在に取り付けてある。なお、上記カ
ラー36、38はチェーン40、42によって梁本体2
6に繋いである。The column connecting portions 28 and 30 are each formed of a column having a diameter corresponding to the inner diameter of the column 20 so that the column 20 formed of a pipe is fitted to the outside. In addition, pin holes 29 and 31 corresponding to the pin holes 21 of the support 20 are formed in the support connecting portions 28 and 30, respectively. For example,
After connecting the strut 20 to the strut connecting portion 28, a connecting pin is inserted into the pin holes 21 and 29, so that the strut 20 is
8 is prevented. Also, as mentioned above,
Since the box-shaped connecting portion 16 provided on the column 10 has a displacement corresponding to the height of the box-shaped connecting portion 16 at the mounting position of the adjacent ones, it differs when the beam 1 for the shed is arranged in the orthogonal direction. A displacement in the height direction occurs between the column connecting portions 28 and 30 of the shed beam 1. In order to eliminate this displacement, collars 36, 38 having the same height as the box-shaped connecting portion 16 are detachably attached to the column connecting portions 28, 30. The collars 36 and 38 are connected to the beam main body 2 by chains 40 and 42.
Connected to 6.
【0013】上記補強板32は、曲げ強度を高めるため
に下端部にフランジ44が形成されている。補強板32
には軽量化のために複数の開口部を形成してもよいし、
補強板32自体をラチス構造のものに変更してもよい。The reinforcing plate 32 is provided with a flange 44 at a lower end in order to increase bending strength. Reinforcement plate 32
May have multiple openings for weight reduction,
The reinforcing plate 32 itself may be changed to a lattice structure.
【0014】なお、上記下屋用梁1の梁本体26は円
柱、角柱形状であってもよいし、固定手段は楔形係合部
34、34に代えてクランプ、ネジ止めであってもよ
い。また、支柱連結部材28、30は、上記構成に限ら
ずクランプで構成して支柱20を連結するようにしても
よいし、梁本体26に対してネジ止めにより着脱自在に
その取り付け位置を変更可能に設けてもよい。The beam main body 26 of the beam 1 for a shed may have a cylindrical or prismatic shape, and the fixing means may be a clamp or a screw instead of the wedge-shaped engaging portions 34, 34. In addition, the column connecting members 28 and 30 are not limited to the above configuration, and may be configured by a clamp to connect the column 20, or the mounting position thereof can be detachably attached to the beam main body 26 by screwing. May be provided.
【0015】支柱20は図2に示すように、支柱連結部
28、30の中で任意に選択したものに連結されるが、
両方の支柱連結部28、30に支柱20を連結すれば下
屋用仮設足場8を増設することができる。また、上記下
屋用梁1に取り付けられる支柱連結部28、30はどち
らか1つでもよいし、必要に応じて取り付ける個数を増
やしてもよい。As shown in FIG. 2, the strut 20 is connected to an arbitrary one of the strut connecting portions 28 and 30.
If the strut 20 is connected to both of the strut connection portions 28 and 30, the temporary scaffolding 8 for the shed can be increased. In addition, either one of the column connecting portions 28 and 30 attached to the shed beam 1 may be provided, or the number of columns may be increased as necessary.
【0016】[0016]
【発明の効果】以上の説明から明らかなように、本発明
に係る下屋用梁は、仮設足場の支柱の間に固定され、下
屋用仮設足場を構成する支柱を連結して使用される。し
たがって、仮設足場の支柱の間に下屋用仮設足場の支柱
を設ける必要が無いので、仮設足場の支柱を割り付ける
作業が容易に行える。また、従来、下屋用仮設足場の両
端に使用していた、長く、重い支柱は使用しないので、
仮設足場及び下屋用仮設足場の組み立て作業が容易にな
る。さらに、下屋用仮設足場を構成する支柱の設置、移
動、増設は、下屋用梁の設置、移動、増設により行うこ
とができるので、仮設足場の組み立てをやり直すことな
く容易に行える。また、下屋用梁の使用により、仮設足
場及び下屋用仮設足場が美観に優れたものになる。As is clear from the above description, the shed beam according to the present invention is fixed between the columns of the temporary scaffold, and is used by connecting the columns constituting the temporary scaffold for the shed. . Therefore, since it is not necessary to provide the pillar of the temporary scaffold for the shed between the pillars of the temporary scaffold, the work of allocating the pillar of the temporary scaffold can be easily performed. In addition, since long and heavy struts, which were conventionally used at both ends of the temporary scaffold for shed, are not used,
The work of assembling the temporary scaffold and the temporary scaffold for a shed becomes easy. Furthermore, since the installation, movement, and extension of the pillars that constitute the temporary shed for scaffolding can be performed by installing, moving, and increasing the beams for shed, it can be easily performed without reassembling the temporary scaffold. In addition, the use of the beam for the shed makes the temporary scaffold and the temporary scaffold for the shed excellent in appearance.
【0017】上記支柱連結手段を梁の長手方向の所望の
位置に着脱自在に設ければ、下屋用仮設足場を構成する
支柱を下屋用梁の長手方向の間隔内で自由に移動させる
ことができるので、下屋用仮設足場の設置位置を下屋用
梁の長手方向の間隔内で変更することができる。If the column connecting means is detachably provided at a desired position in the longitudinal direction of the beam, the column constituting the temporary scaffold for the shed can be freely moved within the longitudinal interval of the beam for the shed. Therefore, the installation position of the temporary shed for scaffolding can be changed within the longitudinal interval of the beam for shed.
【図1】 本発明に係る下屋用梁を使用した建設工事現
場を示す図である。FIG. 1 is a view showing a construction site using a beam for a shed according to the present invention.
【図2】 本発明に係る下屋用梁の正面図である。FIG. 2 is a front view of a beam for a shed according to the present invention.
【図3】 本発明に係る下屋用梁の右側面図である。FIG. 3 is a right side view of the shed beam according to the present invention.
【図4】 従来の建設工事現場を示す図である。FIG. 4 is a diagram showing a conventional construction site.
1…下屋用梁、6…仮設足場、8…下屋用仮設足場、1
0、20…支柱、28、30…支柱連結部(支柱連結手
段)、34…楔形係合部(固定手段)。1 ... beam for shed, 6 ... temporary scaffold, 8 ... temporary scaffold for shed, 1
0, 20 ... struts, 28, 30 ... strut connecting portions (strut connecting means), 34 ... wedge-shaped engaging portions (fixing means).
Claims (2)
れた間隔に対応した長さを有する梁であって、両端部に
は上記支柱に固定されるための固定手段を設けるととも
に、一端側から所望の距離を隔てた位置に支柱を連結す
る支柱連結手段を少なくとも1つ設けたことを特徴とす
る下屋用梁。1. A beam having a length corresponding to an interval at which a plurality of columns constituting a temporary scaffold are arranged, and a fixing means for fixing to the column at both ends, and one end side A beam for a shed provided with at least one strut connecting means for connecting the strut at a position separated by a desired distance from the strut.
の位置に着脱自在に設けたことを特徴とする請求項1に
記載の下屋用梁。2. The shed beam according to claim 1, wherein the column connecting means is detachably provided at a desired position in the longitudinal direction of the beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8175010A JP3014968B2 (en) | 1996-07-04 | 1996-07-04 | Shed beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8175010A JP3014968B2 (en) | 1996-07-04 | 1996-07-04 | Shed beam |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH1018580A true JPH1018580A (en) | 1998-01-20 |
| JP3014968B2 JP3014968B2 (en) | 2000-02-28 |
Family
ID=15988645
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8175010A Expired - Lifetime JP3014968B2 (en) | 1996-07-04 | 1996-07-04 | Shed beam |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3014968B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009287304A (en) * | 2008-05-30 | 2009-12-10 | Alinco Inc | Scaffold beam frame |
| JP2015055058A (en) * | 2013-09-10 | 2015-03-23 | 株式会社竹中工務店 | Work scaffold installation structure |
-
1996
- 1996-07-04 JP JP8175010A patent/JP3014968B2/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009287304A (en) * | 2008-05-30 | 2009-12-10 | Alinco Inc | Scaffold beam frame |
| JP2015055058A (en) * | 2013-09-10 | 2015-03-23 | 株式会社竹中工務店 | Work scaffold installation structure |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3014968B2 (en) | 2000-02-28 |
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