JPH10131475A - Erection material for temporary scaffold - Google Patents
Erection material for temporary scaffoldInfo
- Publication number
- JPH10131475A JPH10131475A JP29241796A JP29241796A JPH10131475A JP H10131475 A JPH10131475 A JP H10131475A JP 29241796 A JP29241796 A JP 29241796A JP 29241796 A JP29241796 A JP 29241796A JP H10131475 A JPH10131475 A JP H10131475A
- Authority
- JP
- Japan
- Prior art keywords
- building material
- clamp
- building
- attached
- 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.)
- Granted
Links
- 239000000463 material Substances 0.000 title abstract description 10
- 239000004566 building material Substances 0.000 claims description 119
- 239000004744 fabric Substances 0.000 claims description 27
- 230000000994 depressogenic effect Effects 0.000 claims description 3
- 230000008878 coupling Effects 0.000 description 14
- 238000010168 coupling process Methods 0.000 description 14
- 238000005859 coupling reaction Methods 0.000 description 14
- 238000010276 construction Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000003973 paint Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 239000004035 construction material Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、住宅等の建築物の
外側に複数立設され、作業足場を形成するための仮設足
場用建地材に係り、例えば一側足場や本足場を形成する
ために利用できるものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a plurality of temporary scaffolding building materials which are erected outside a building such as a house and form a working scaffold, and form, for example, a one-sided scaffold or a main scaffold. Is something that can be used for
【0002】[0002]
【背景技術】スチールパイプからなる複数の建地材は、
それぞれの下端が回転ベース、ジャッキベース等のベー
スに載置連結されて建築物の外側に立設されるととも
に、互いに根がらみや布材等で連結され、また、長さ方
向の所定位置には布板受けブラケットや足場受けブラケ
ット、手摺り等が取り付けられ、これにより住宅等の建
築物のための仮設足場が組み立てられる。BACKGROUND ART A plurality of building materials made of steel pipes are:
Each lower end is mounted and connected to a base such as a rotating base, jack base, etc., and is erected outside the building, and is connected to each other with roots or cloth materials, and at a predetermined position in the length direction. A cloth plate receiving bracket, a scaffold receiving bracket, a handrail, and the like are attached, whereby a temporary scaffold for a building such as a house is assembled.
【0003】従来、建地材の各所定位置に布材、布板受
けブラケット、足場受けブラケット等の被取付部材を取
り付けるときには、根がらみからの位置をバカ棒と称さ
れている一定長さの棒やスケールを使用して被取付部材
の取付位置を割り出し、その各取付位置に被取付部材を
取り付けるようにしていた。これによると、多くの手間
と時間がかかり、このため、作業効率の点で問題があ
り、また建設現場ごとにこの作業を行わなければならな
いため、このような問題は建設現場ごとに生じるという
問題があった。Conventionally, when mounting members such as a cloth material, a cloth plate receiving bracket, and a scaffold receiving bracket are attached to predetermined positions of a building material, the position from the roots is a fixed length called a stupid bar. The mounting position of the member to be mounted is determined using a rod or a scale, and the member to be mounted is mounted at each mounting position. According to this, it takes a lot of labor and time, and therefore, there is a problem in terms of work efficiency, and since such work must be performed at each construction site, such a problem occurs at each construction site. was there.
【0004】かかる問題を解決できる従来技術として実
開昭61−140034号、特開昭61−179958
号が知られている。前者は、建地材の所定位置に凹陥部
を形成するとともに、布板受けブラケット等の端部の結
合具であるクランプの内周面に突出部を形成し、この突
出部を凹陥部に嵌合させてクランプを建地材の所定位置
に結合するようにしている。後者は、建地材の所定位置
に固定穴を形成するとともに、布板受けブラケット等の
端部のクランプに固定突起を設け、この固定突起を固定
穴に挿入してクランプを建地材の所定位置に結合するよ
うにしている。これらの従来技術によると、凹陥部や固
定穴は、建地材に布板受けブラケット等の被取付部材を
取り付けるべき位置を示した目印になり、建地材への被
取付部材の取付作業を効率的に行えることになる。[0004] As a prior art which can solve such a problem, Japanese Utility Model Application Laid-Open No. 61-140034 and Japanese Patent Application Laid-Open No. 61-179958 are disclosed.
No. is known. In the former, a concave portion is formed at a predetermined position of a building material, and a protruding portion is formed on an inner peripheral surface of a clamp which is a coupling device of an end portion of a cloth plate receiving bracket or the like, and the protruding portion is fitted into the concave portion. The clamps are combined so as to be connected to predetermined positions of the building material. In the latter, a fixing hole is formed at a predetermined position of the building material, a fixing protrusion is provided on a clamp at an end portion of a cloth plate receiving bracket or the like, and the fixing protrusion is inserted into the fixing hole to attach the clamp to a predetermined position of the building material. We are trying to connect to the position. According to these conventional techniques, the recessed portion and the fixing hole serve as a mark indicating a position where a member to be mounted such as a cloth plate receiving bracket is to be mounted on the building material, and the work of mounting the mounted member on the building material is performed. It can be done efficiently.
【0005】[0005]
【発明が解決しようとする課題】しかし、これらの従来
技術によると、被取付部材の結合具であるクランプに突
出部や固定突起を設けなければならないため、これまで
のクランプをそのまま使用できないという問題があっ
た。また、クランプが建地材に結合されると、凹陥部や
固定穴はクランプの内側となるためこれらは隠れてしま
い、仮設足場の組み立て後に検査員等が、被取付部材の
取付位置が正確な位置であるか否かを確認することが困
難になるという問題もあり、凹陥部や固定穴による目印
を設けていない建地材が混在して使用されている建築現
場では、その確認が一層困難になる。However, according to these prior arts, a projection or a fixing projection must be provided on a clamp, which is a fastener for a member to be attached, so that the conventional clamp cannot be used as it is. was there. Also, when the clamp is connected to the building material, the recesses and fixing holes are hidden inside the clamp because they are inside the clamp, and after assembling the temporary scaffold, the inspector or the like can confirm that the mounting position of the member to be mounted is accurate. There is also a problem that it is difficult to confirm whether or not it is a position, and it is more difficult to confirm this in a building site where a mixture of building materials that are not provided with recesses or fixing holes are used. become.
【0006】本発明の目的は、これまでの結合具をその
まま使用でき、また、仮設足場の組み立て後において被
取付部材が正確な位置に取り付けられているか否かの確
認を容易に行えるようになる仮設足場用建地材を提供す
るところにある。[0006] An object of the present invention is to use a conventional fastener as it is, and to easily confirm whether or not a member to be mounted is mounted at an accurate position after assembling a temporary scaffold. It provides building materials for temporary scaffolding.
【0007】[0007]
【課題を解決するための手段】この目的を達成するた
め、本発明に係る仮設足場用建地材は、互いに連結され
て建築物の外側に複数立設され、布板受けブラケット等
の被取付部材が取り付けられて作業足場を形成する仮設
足場用建地材において、被取付部材が取り付けられるべ
き取付位置と対応した位置であって、この取付位置から
建地材長さ方向にずれていて被取付部材の結合具が結合
されたときにこの結合具から外れる位置に、前記取付位
置を示すマーク部を設けたことを特徴とするものであ
る。In order to achieve this object, a plurality of temporary scaffolding building materials according to the present invention are connected to each other and are erected on the outside of a building, and are attached to a mounting bracket such as a cloth plate receiving bracket. In the temporary scaffolding building material to which the members are attached to form a working scaffold, the position corresponds to the mounting position where the member to be mounted is to be mounted, and is shifted from this mounting position in the length direction of the building material, and A mark portion indicating the mounting position is provided at a position where the coupling member of the attachment member is separated from the coupling member when the coupling member is coupled.
【0008】本発明では、マーク部は、被取付部材の取
付位置から建地材長さ方向にずれていて結合具から外れ
る位置に設けられているため、被取付部材の結合具を結
合する建地材の箇所は、従来と同じく突起等が設けられ
ていない通常の箇所となり、このため、これまでの結合
具をそのまま使用できる。In the present invention, since the mark portion is provided at a position displaced in the length direction of the building material from the mounting position of the member to be mounted and deviated from the coupling, the building for coupling the coupling of the member to be mounted is provided. The location of the base material is a normal location where no projections or the like are provided as in the conventional art, and therefore, the conventional fastener can be used as it is.
【0009】また、結合具を建地材に結合して仮設足場
を組み立てた後でも、マーク部は結合具で隠されること
なく外部に表れるため、被取付部材が建地材の所定位置
に正確に取り付けられているか否かの確認を容易に行え
る。In addition, even after the joining tool is joined to the building material to assemble the temporary scaffold, the mark portion appears outside without being hidden by the joining tool, so that the attached member can be accurately positioned at a predetermined position of the building material. It can be easily confirmed whether or not it is attached to the device.
【0010】建地材に設けるマーク部は、建地材外径方
向に突出する凸部でもよく、建地材内径方向に窪んだ凹
部でもよく、さらには、建地材外面にケガキ作業で印を
付けた線等の刻みマークでもよく、建地材外面に塗料を
塗った塗りマークでもよい。[0010] The mark portion provided on the building material may be a convex portion protruding in the outer diameter direction of the building material, a concave portion recessed in the inner diameter direction of the building material, or a mark made on the outer surface of the building material by marking. It may be a notch mark such as a line with a mark, or a paint mark in which paint is applied to the outer surface of the building material.
【0011】マーク部を建地材外径方向に突出した凸部
とした場合、この凸部は、建地材の一部を押し出し加工
等して形成してもよく、また、建地材とは別部材の材料
を溶接やビス止め等で建地材の外面に固着することによ
り形成してもよい。In the case where the mark portion is a convex portion protruding in the outer diameter direction of the building material, the convex portion may be formed by extruding a part of the building material or the like. May be formed by fixing the material of another member to the outer surface of the building material by welding, screwing, or the like.
【0012】マーク部が凸部である場合において、被取
付部材の結合具をこの凸部の上に載せて建地材に結合す
ると、凸部により結合具を支持できるため、建地材に沿
って結合具が滑動するのを防止できる。In the case where the mark portion is a convex portion, when the connecting member of the member to be mounted is mounted on the convex portion and connected to the building material, the connecting portion can be supported by the convex portion. This prevents the fastener from sliding.
【0013】このように凸部の上に結合具を載せる場合
において、凸部が建地材円周方向に短寸となった小突起
であるときには、結合具の支持を確実に行えるようにす
るため、この小突起を建地材円周方向に複数設けること
が好ましい。When the fastener is placed on the projection as described above, if the projection is a small projection that is short in the circumferential direction of the building material, the support of the fastener is ensured. Therefore, it is preferable to provide a plurality of the small protrusions in the circumferential direction of the building material.
【0014】また、結合具の支持を一層確実に行えるよ
うにするためには、凸部を建地材全周に亘って連続した
リング状突起としてもよい。Further, in order to more reliably support the joint, the convex portion may be a ring-shaped projection continuous over the entire circumference of the building material.
【0015】結合具の構造、形式は任意であり、この結
合具がクランプである場合にも、このクランプの形状、
構造は任意であるが、結合具が、クランプ本体と、この
クランプ本体の一端に回動自在に連結された挟持部材
と、クランプ本体の他端部とこの挟持部材とを隙間を開
けて締め付ける締付ボルト等の締付部材とを有するクラ
ンプであるときには、凸部の建地材円周方向の長さをこ
の隙間よりも小さくしてもよい。このようにすると、締
付部材によるクランプ本体と挟持部材との締め付けを少
し緩め、被取付部材を建地材円周方向に回転させて凸部
と隙間の位置を一致させると、凸部を通過させながらク
ランプを建地材に沿って移動させることができ、クラン
プを建地材から分離させなくても、クランプの位置(被
取付部材の取付位置)を変更できる。[0015] The structure and type of the fastener are arbitrary, and even when the fastener is a clamp, the shape and shape of the clamp
Although the structure is arbitrary, the coupling device includes a clamp body, a clamping member rotatably connected to one end of the clamp body, and a clamping member for clamping the other end of the clamp body and the clamping member with a gap therebetween. In the case of a clamp having a fastening member such as an attached bolt, the length of the projection in the circumferential direction of the building material may be smaller than this gap. By doing so, the tightening of the clamping body between the clamp body and the holding member by the tightening member is slightly loosened, and the mounted member is rotated in the circumferential direction of the building material so that the position of the convex portion and the gap coincide with each other. The clamp can be moved along the building material while being made, and the position of the clamp (the mounting position of the member to be mounted) can be changed without separating the clamp from the building material.
【0016】前記マーク部を建地材内径方向に窪んだ凹
部とした場合にも、クランプを建地材に沿って移動させ
ることが可能になり、クランプの位置の変更を容易に行
えるようになる。Even when the mark portion is a concave portion which is depressed in the building material inner diameter direction, the clamp can be moved along the building material, and the position of the clamp can be easily changed. .
【0017】以上において、マーク部を目印にしてクラ
ンプ等の結合具が建地材に結合される被取付部材は、建
地材に取り付けられる部材であれば任意なものでよく、
例えば、根がらみ、布板受けブラケット、足場受けブラ
ケット、手摺り受けブラケット、手摺りパイプ、布パイ
プ、壁つなぎ等である。In the above, the member to be attached to which the fastener such as a clamp is coupled to the building material using the mark as a mark may be any member as long as it can be attached to the building material.
For example, it is a root stud, a cloth plate receiving bracket, a scaffold receiving bracket, a handrail receiving bracket, a handrail pipe, a cloth pipe, a wall connection, or the like.
【0018】また、本発明に係る仮設足場用建地材は、
一側足場の構成部材として使用できるとともに、本足場
の構成部材としても使用できる。[0018] The construction material for temporary scaffolding according to the present invention comprises:
It can be used as a component of the one-sided scaffold and also as a component of the present scaffold.
【0019】[0019]
【発明の実施の形態】以下に本発明の実施形態を図面に
基づいて説明する。図1には、組み立て後の仮設足場が
示されており、この仮設足場は、建築物の外側に配置さ
れたジャッキベース等の複数のベース1と、これらのベ
ース1に各下端が載置連結されて建築物の外側に複数立
設された建地材2と、これらの建地材2の下部間に横架
された根がらみ3と、建地材2の上部間に横架された手
摺り材4と、建地材2に取り付けられた布板受けブラケ
ット5と、隣接する2個の布板受けブラケット5の間に
掛け渡された足場である布板6と、複数の建地材2と斜
めに交差して架設された大筋かい7と、先端が建築物に
当接または連結された壁つなぎ8等からなる。建地材2
や根がらみ3、手摺り材4、大筋かい7等は、スチール
パイプ製である。Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows a temporary scaffold after assembling. The temporary scaffold includes a plurality of bases 1 such as jack bases arranged outside a building, and lower ends of the bases 1 are connected to these bases 1. And a plurality of building materials 2 erected outside the building, roots 3 laid between the lower portions of the building materials 2, and a hand laid between the upper portions of the building materials 2. A sliding material 4, a cloth plate receiving bracket 5 attached to the building material 2, a cloth plate 6 serving as a scaffold spanned between two adjacent cloth plate receiving brackets 5, and a plurality of building materials A large strut 7 is installed diagonally crossing 2 and a wall joint 8 whose tip abuts or is connected to the building. Building materials 2
The roots 3, handrails 4, large struts 7, etc. are made of steel pipe.
【0020】根がらみ3、手摺り材4、布板受けブラケ
ット5等は建地材2に結合具を介して取り付けられる部
材であるため、これらは建地材2に対する被取付部材に
なっている。The root studs 3, handrails 4, cloth plate receiving brackets 5 and the like are members to be attached to the building material 2 via couplings, so that they are members to be attached to the building material 2. .
【0021】図2には、布板受けブラケット5が取り付
けられた建地材2が示されている。この建地材2には、
被取付部材の取付位置についての目印であるマーク部と
なった凸部9が建地材長さ方向に離れた複数箇所に形成
されており、これらの間隔Lは、建地材2に複数取り付
け可能になった被取付部材の取付間隔と一致したものに
設定されている。図3、図4には凸部9が拡大して示さ
れ、この実施形態の凸部9は建地材円周方向に短寸とな
った小突起10となっており、この小突起10が建地材
円周方向に等間隔で4個設けられている。各小突起10
は建地材2に内部から外部への押し出し加工することに
より形成され、これにより建地材外径方向に突出した小
突起10が建地材2に設けられる。FIG. 2 shows the building material 2 to which the cloth plate receiving bracket 5 is attached. In this building material 2,
A plurality of protrusions 9 serving as marks for the mounting position of the member to be mounted are formed at a plurality of locations separated in the longitudinal direction of the building material. It is set to match the mounting interval of the mounted member that has become possible. 3 and 4 show the projection 9 in an enlarged manner. The projection 9 in this embodiment is a small projection 10 which is short in the circumferential direction of the building material. Four building materials are provided at equal intervals in the circumferential direction. Each small protrusion 10
Is formed by extruding the building material 2 from the inside to the outside, whereby small protrusions 10 protruding in the building material outer diameter direction are provided on the building material 2.
【0022】建地材2の下端が図1で示したジャッキベ
ース等のベース1に載置連結され、そして建地材2の高
さレベルの調整がなされた後は、建地材2の長さ方向に
離れて形成された各小突起10の高さ位置が、被取付部
材の所定の取付位置から建地材長さ方向下側にずれてい
て、建地材2に結合される被取付部材の結合具から外れ
る位置となっている。After the lower end of the building material 2 is mounted and connected to a base 1 such as the jack base shown in FIG. 1 and the height level of the building material 2 is adjusted, the length of the building material 2 is adjusted. The height position of each small projection 10 formed apart in the vertical direction is shifted downward from the predetermined mounting position of the mounting target member in the building material length direction, and It is a position where it comes off from the coupling of the members.
【0023】すなわち、被取付部材が、図2で示すよう
に水平材5Aと、斜材5Bとを有する布板受けブラケッ
ト5である場合、水平材5Aと斜材5Bの建地材側の各
端部に設けられた結合具であるクランプ11を建地材2
に結合することにより、布板受けブラケット5を建地材
2の所定の取付位置に取り付けたとき、水平材5Aのク
ランプ11の高さ位置が布板受けブラケット5の所定の
取付位置となるとともに、このときにおける水平材5A
のクランプ11は小突起10の上部にあり、小突起10
はクランプ11の内側に隠れないようになっている。That is, when the member to be mounted is the cloth plate receiving bracket 5 having the horizontal member 5A and the diagonal member 5B as shown in FIG. 2, each of the horizontal member 5A and the diagonal member 5B on the building material side is used. The clamp 11, which is a fastener provided at the end, is connected to the building material 2
When the cloth plate receiving bracket 5 is attached to a predetermined mounting position of the building material 2, the height position of the clamp 11 of the horizontal member 5A becomes the predetermined mounting position of the cloth plate receiving bracket 5. , Horizontal material 5A at this time
Of the small protrusion 10 is located above the small protrusion 10.
Are not hidden inside the clamp 11.
【0024】このため、クランプ11が結合される建地
材2の箇所は突起等のない通常の箇所であり、したがっ
て、クランプ11はこれまで使用していたものでよく、
クランプ11に何ら細工を施す必要がない。また、多数
の建地材2等を使用して仮設足場を組み立てた後、小突
起10を検査員等が視認することにより、布板受けブラ
ケット5等の被取付部材が所定の位置に取り付けられて
いるか否かを容易に確認できる。For this reason, the place of the building material 2 to which the clamp 11 is connected is a normal place without a projection or the like. Therefore, the clamp 11 may be the one used so far.
There is no need to make any work on the clamp 11. Also, after assembling the temporary scaffold using a large number of building materials 2 and the like, the inspector or the like visually recognizes the small protrusions 10, whereby the member to be attached such as the cloth plate receiving bracket 5 is attached to a predetermined position. Can be easily checked.
【0025】また、被取付部材の所定の取付位置から小
突起10の上面までの距離をクランプ11の高さ寸法の
半分またはほぼ半分とすることにより、被取付部材の正
確またはほぼ正確な取付位置を確保しながら、クランプ
11を小突起10の上に載せることができ、これにより
クランプ11を小突起10で支持させることが可能とな
り、建地材2に沿ってクランプ11が滑動するのを防止
できる。Further, by setting the distance from the predetermined mounting position of the member to be mounted to the upper surface of the small projection 10 to be half or substantially half of the height of the clamp 11, the mounting position of the member to be mounted can be accurately or almost exactly adjusted. The clamp 11 can be placed on the small protrusion 10 while securing the distance, thereby enabling the clamp 11 to be supported by the small protrusion 10 and preventing the clamp 11 from sliding along the building material 2. it can.
【0026】また、小突起1の個数をこの実施形態のよ
うに建地材円周方向に複数とすることにより、小突起1
0によるクランプ11の支持を確実に行える。The number of the small projections 1 is made plural in the circumferential direction of the building material as in this embodiment,
0 can reliably support the clamp 11.
【0027】図5は、2個の布板6を直角をなして仮設
足場に設けるため、これらの布板6の布板受けブラケッ
ト5を建地材2に近接して取り付ける場合を示してい
る。この場合には、両方のブラケット5の水平材5Aの
ブラケット11は、小突起10を間にして建地材2の長
さ方向に少し離れて建地材2に結合される。この場合に
も、上下2個のブラケット11の間から小突起10が表
れるため、これらのブラケット5の取付位置が正確また
はほぼ正確であるか否かを確認できる。FIG. 5 shows a case in which the cloth plate receiving brackets 5 of these cloth plates 6 are mounted close to the building material 2 in order to provide two cloth plates 6 at right angles on the temporary scaffold. . In this case, the brackets 11 of the horizontal members 5 </ b> A of both brackets 5 are joined to the building material 2 with a small protrusion 10 therebetween in the length direction of the building material 2. Also in this case, since the small projections 10 appear between the upper and lower two brackets 11, it is possible to confirm whether or not the mounting positions of these brackets 5 are accurate or almost accurate.
【0028】図6、図7の実施形態は、建地材2に設け
るマーク部としての凸部9が建地材全周に亘って連続し
たリング状突起12となっている場合である。このリン
グ状突起12は、建地材2の外周にリング部材を嵌合
し、このリング部材を建地材2に溶接またはビスで固定
したものである。この実施形態によると、被取付部材の
クランプ等の結合具をリング状突起12の上に載せたと
き、これらの接触面積が小突起10の場合よりも大きく
なるため、結合具の支持を一層有効に行える。The embodiment shown in FIGS. 6 and 7 is a case where the convex portion 9 as a mark provided on the building material 2 is a ring-shaped projection 12 continuous over the entire circumference of the building material. The ring-shaped projection 12 is formed by fitting a ring member to the outer periphery of the building material 2 and fixing the ring member to the building material 2 by welding or screws. According to this embodiment, when a coupling tool such as a clamp for a member to be mounted is placed on the ring-shaped projection 12, the contact area becomes larger than that of the small projection 10, so that the support of the coupling tool is more effective. Can be done.
【0029】なお、リング状の突起は、建地材2の全周
に亘って内部から外部に押し出し加工することによって
も形成できる。The ring-shaped projection can also be formed by extruding from the inside to the outside over the entire circumference of the building material 2.
【0030】図8の実施形態は、被取付部材の結合具で
あるクランプ11が、クランプ本体11Aと、このクラ
ンプ本体11Aの一端にピン11Bで回動自在に連結さ
れた挟持部材11Cと、クランプ本体11Aの他端部と
挟持部材11Cとを隙間Sを開けて締め付ける締付ボル
ト11D、ナット11Eとからなるクランプの場合であ
って、建地材2に凸部9として設けられる小突起13の
建地材円周方向の長さが隙間Sよりも小さい場合であ
る。このように小突起13を隙間Sよりも小さくしてお
くと、締付ボルト11D、ナット11Eによるクランプ
本体11Aと挟持部材11Cの締め付けを少し緩め、被
取付部材または建地材2を回転させて小突起13と隙間
Sの位置を一致させると、小突起13を通過させながら
クランプ11を建地材2に沿って移動させることがで
き、クランプ11を建地材2から分離させることなく被
取付部材の位置を容易に変更できる。In the embodiment shown in FIG. 8, a clamp 11, which is a fastener for a member to be mounted, includes a clamp body 11A, a clamping member 11C rotatably connected to one end of the clamp body 11A by a pin 11B, In the case of a clamp including a tightening bolt 11D and a nut 11E for tightening the other end of the main body 11A and the holding member 11C with a gap S therebetween, the small protrusion 13 provided as the convex portion 9 on the building material 2 This is a case where the length of the building material in the circumferential direction is smaller than the gap S. When the small projection 13 is smaller than the gap S, the tightening of the clamp body 11A and the holding member 11C by the tightening bolt 11D and the nut 11E is slightly loosened, and the mounted member or the building material 2 is rotated. When the position of the small protrusion 13 and the gap S are matched, the clamp 11 can be moved along the building material 2 while passing through the small protrusion 13, and the clamp 11 can be attached without being separated from the building material 2. The position of the member can be easily changed.
【0031】これと同じ作用、効果は、建地材円周方向
に離れて複数の小突起を設けた場合でも、これらの小突
起の合計の建地材円周方向長さを隙間Sよりも小さくし
ておくことにより得られる。The same operation and effect can be obtained even when a plurality of small protrusions are provided apart in the circumferential direction of the building material, the total length of these small protrusions in the circumferential direction of the building material is larger than the gap S. It is obtained by keeping it small.
【0032】図9の実施形態は、建地材2に設けるマー
ク部を建地材内径方向に窪んだ凹部14とした場合であ
る。この実施形態によっても、被取付部材のクランプ等
の結合具を建地材2から分離させてなくても、結合具を
建地材2に沿って移動させることができ、被取付部材の
位置の変更を容易に行える。また、、凹部14を検査員
等が建地材2に対するいかなる方向からも視認できるよ
うに、凹部14を建地材2の円周方向に複数、または建
地材2の全周に亘って連続的に形成することもできる。In the embodiment shown in FIG. 9, the mark provided on the building material 2 is a concave portion 14 which is depressed in the building material inner diameter direction. According to this embodiment as well, it is possible to move the fastener along the building material 2 without separating the fastener such as the clamp of the mounted member from the building material 2, and to determine the position of the mounted member. Changes can be made easily. In addition, a plurality of recesses 14 are formed in the circumferential direction of the building material 2 or continuously over the entire circumference of the building material 2 so that the inspector or the like can visually recognize the recess 14 from any direction with respect to the building material 2. It can also be formed as desired.
【0033】以上の各実施形態において、建地材2に設
けるマーク部を図2〜図8のように凸部9とした場合、
凸部9の突出量はそれ程大きくなくてもよいため、多数
の建地材2をトラックの荷台に積んで建築現場に運んだ
後、荷台から建地材2を引き抜くとき、凸部9はこの作
業の障害にはならない。In each of the above embodiments, when the mark portion provided on the building material 2 is a convex portion 9 as shown in FIGS.
Since the projecting amount of the projecting portion 9 does not need to be so large, when a large number of building materials 2 are loaded on a truck bed and transported to the construction site, when the building material 2 is pulled out from the bed, the projecting portions 9 Does not hinder work.
【0034】[0034]
【発明の効果】本発明によると、被取付部材の取付位置
を示すマーク部を、この取付位置と対応した位置であっ
て、取付位置から建地材の長さ方向にずれていて被取付
部材の結合具が建地材に結合されたときにこの結合具か
ら外れた位置に設けたため、これまでの結合具をそのま
ま使用でき、また、仮設足場の組み立て後において、被
取付部材が正確な位置に取り付けられているか否かの確
認を容易に行えるようになる。According to the present invention, the mark indicating the mounting position of the member to be mounted is a position corresponding to the mounting position and is shifted from the mounting position in the longitudinal direction of the building material. Is provided at a position deviating from this joint when it is joined to the building material, so that the existing joint can be used as it is. It can be easily confirmed whether or not it is attached to the vehicle.
【図1】本発明の一実施形態に係る建地材を使用して組
み立てられた仮設足場の斜視図である。FIG. 1 is a perspective view of a temporary scaffold assembled using a building material according to an embodiment of the present invention.
【図2】図1で示された被取付部材である布板受けブラ
ケットが取り付けられた建地材の一部拡大正面図であ
る。FIG. 2 is a partially enlarged front view of a building material to which a cloth plate receiving bracket as a member to be attached shown in FIG. 1 is attached.
【図3】図2の建地材でのマーク部である凸部における
平断面図である。FIG. 3 is a plan sectional view of a protrusion serving as a mark in the building material of FIG. 2;
【図4】図2の建地材の凸部における正面図である。FIG. 4 is a front view of a projection of the building material of FIG. 2;
【図5】布板受けブラケットで支持される布板が直角を
なして仮設足場に2個設けられる場合を示す建地材の斜
視図である。FIG. 5 is a perspective view of a building material showing a case where two cloth plates supported by a cloth plate receiving bracket are provided on a temporary scaffold at right angles.
【図6】マーク部である凸部がリング状突起である場合
における建地材の平断面図である。FIG. 6 is a plan sectional view of a building material in a case where a protrusion serving as a mark is a ring-shaped protrusion.
【図7】図6の建地材の正面図である。FIG. 7 is a front view of the building material shown in FIG. 6;
【図8】被取付部材の結合具がクランプ本体と挟持部材
等からなるクランプである場合における建地材の平断面
図である。FIG. 8 is a plan sectional view of a building material in a case where a coupling member of a member to be attached is a clamp including a clamp body and a holding member.
【図9】マーク部が凹部である場合における建地材の平
断面図である。FIG. 9 is a plan sectional view of a building material when a mark portion is a concave portion.
【符号の説明】 2 建地材 5 被取付部材である布板受けブラケット 9 マーク部である凸部 10,13 小突起 11 結合具であるクランプ 11A クランプ本体 11C 挟持部材 11D 締付部材である締付ボルト 12 リング状突起 14 マーク部である凹部[Description of Signs] 2 Building material 5 Cloth plate receiving bracket which is a member to be attached 9 Projecting portion which is a mark portion 10, 13 Small protrusion 11 Clamp which is a coupling tool 11A Clamp body 11C Nipping member 11D Tightening member which is a fastening member Bolt with attachment 12 Ring-shaped projection 14 Recess as mark part
───────────────────────────────────────────────────── フロントページの続き (72)発明者 田澤 和也 東京都江東区冬木11番17号 ホリー株式会 社内 (72)発明者 布施 英治 東京都江東区冬木11番17号 ホリー株式会 社内 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Kazuya Tazawa 11-17, Fuyuki, Koto-ku, Tokyo In-house (72) Inventor Eiji Fuse 11-17, Fuyuki, Koto-ku, Tokyo In-house
Claims (6)
設され、布板受けブラケット等の被取付部材が取り付け
られて作業足場を形成する仮設足場用建地材において、
前記被取付部材が取り付けられるべき取付位置と対応し
た位置であって、この取付位置から建地材長さ方向にず
れていて前記被取付部材の結合具が結合されたときにこ
の結合具から外れる位置に、前記取付位置を示すマーク
部を設けたことを特徴とする仮設足場用建地材。1. A temporary scaffolding building material which is connected to each other and is erected on the outside of a building, and to which an attached member such as a cloth plate receiving bracket is attached to form a working scaffold,
A position corresponding to an attachment position to which the attached member is to be attached, which is displaced from the attachment position in the length direction of the building material, and comes off from the attachment when the attachment of the attached member is joined. A building material for temporary scaffolding, wherein a mark portion indicating the mounting position is provided at a position.
いて、前記マーク部は建地材外径方向に突出する凸部で
あり、この凸部の上に前記結合具が載ることを特徴とす
る仮設足場用建地材。2. The building material for a temporary scaffold according to claim 1, wherein the mark portion is a convex portion protruding in an outer diameter direction of the building material, and the connecting tool is placed on the convex portion. Characteristic building materials for temporary scaffolding.
いて、前記凸部は建地材円周方向に短寸となった小突起
であり、この小突起が建地材円周方向に複数設けられて
いることを特徴とする仮設足場用建地材。3. The building material for a temporary scaffold according to claim 2, wherein the convex portion is a small protrusion that is short in a circumferential direction of the building material, and the small protrusion is in a circumferential direction of the building material. Building materials for temporary scaffolds, which are provided in plurality.
いて、前記凸部は建地材全周に亘って連続したリング状
突起であることを特徴とする仮設足場用建地材。4. The temporary scaffolding building material according to claim 2, wherein the convex portion is a ring-shaped projection continuous over the entire circumference of the building material.
いて、前記結合具は、クランプ本体と、このクランプ本
体の一端に回動自在に連結された挟持部材と、前記クラ
ンプ本体の他端部とこの挟持部材とを隙間を開けて締め
付ける締付部材とを有するクランプであり、前記凸部の
建地材円周方向の長さはこの隙間よりも小さいことを特
徴とする仮設足場用建地材。5. The temporary scaffolding building material according to claim 2, wherein the connecting member includes a clamp body, a holding member rotatably connected to one end of the clamp body, and a clamp member other than the clamp body. It is a clamp having an end portion and a tightening member for tightening the holding member with a gap therebetween, wherein the length of the projection in the circumferential direction of the building material is smaller than the gap. Building materials.
いて、前記マーク部は建地材内径方向に窪んだ凹部であ
ることを特徴とする仮設足場用建地材。6. The temporary scaffolding building material according to claim 1, wherein the mark portion is a concave portion that is depressed in the inner diameter direction of the building material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP29241796A JP3805443B2 (en) | 1996-11-05 | 1996-11-05 | Construction material for temporary scaffolding |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP29241796A JP3805443B2 (en) | 1996-11-05 | 1996-11-05 | Construction material for temporary scaffolding |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH10131475A true JPH10131475A (en) | 1998-05-19 |
| JP3805443B2 JP3805443B2 (en) | 2006-08-02 |
Family
ID=17781525
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP29241796A Expired - Lifetime JP3805443B2 (en) | 1996-11-05 | 1996-11-05 | Construction material for temporary scaffolding |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3805443B2 (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2360448B (en) * | 2000-03-21 | 2004-04-28 | John Dearlove | A fold down mortar table attachable to poles with clamps |
| WO2011008094A1 (en) * | 2009-07-15 | 2011-01-20 | Scafom International B.V. | Scaffolding system, as well as a coupling, a ledger and a standard |
| GB2503675A (en) * | 2012-07-03 | 2014-01-08 | Carl O'fee | Scaffolding bracket |
| KR20190052305A (en) * | 2017-11-08 | 2019-05-16 | 한국항공우주연구원 | Scaffold |
| JP2022163965A (en) * | 2021-04-15 | 2022-10-27 | 株式会社クリス・コーポレーション | Temporary scaffold, and attaching method of clamp |
-
1996
- 1996-11-05 JP JP29241796A patent/JP3805443B2/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2360448B (en) * | 2000-03-21 | 2004-04-28 | John Dearlove | A fold down mortar table attachable to poles with clamps |
| WO2011008094A1 (en) * | 2009-07-15 | 2011-01-20 | Scafom International B.V. | Scaffolding system, as well as a coupling, a ledger and a standard |
| CN102549223A (en) * | 2009-07-15 | 2012-07-04 | 斯克佛姆国际公司 | Scaffolding system and coupling, ledger and support |
| CN102549223B (en) * | 2009-07-15 | 2015-04-01 | 斯克佛姆国际公司 | Scaffolding systems as well as joints, crosspieces and supports |
| US9133634B2 (en) | 2009-07-15 | 2015-09-15 | Scafom International B.V. | Scaffolding system, as well as a coupling, a ledger and a standard |
| GB2503675A (en) * | 2012-07-03 | 2014-01-08 | Carl O'fee | Scaffolding bracket |
| GB2503675B (en) * | 2012-07-03 | 2015-04-15 | Carl O'fee | Brackets |
| KR20190052305A (en) * | 2017-11-08 | 2019-05-16 | 한국항공우주연구원 | Scaffold |
| JP2022163965A (en) * | 2021-04-15 | 2022-10-27 | 株式会社クリス・コーポレーション | Temporary scaffold, and attaching method of clamp |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3805443B2 (en) | 2006-08-02 |
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