JPH11293911A - Anchor for connecting temporary scaffold - Google Patents
Anchor for connecting temporary scaffoldInfo
- Publication number
- JPH11293911A JPH11293911A JP12297098A JP12297098A JPH11293911A JP H11293911 A JPH11293911 A JP H11293911A JP 12297098 A JP12297098 A JP 12297098A JP 12297098 A JP12297098 A JP 12297098A JP H11293911 A JPH11293911 A JP H11293911A
- Authority
- JP
- Japan
- Prior art keywords
- anchor
- plate member
- temporary scaffold
- scaffolding
- wedge
- 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
Landscapes
- Movable Scaffolding (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、建築物を構築する
際に組み立てられる仮設足場を躯体の胴縁材に連結する
のに使用される仮設足場連結用アンカーに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anchor for connecting a temporary scaffold used for connecting a temporary scaffold assembled when constructing a building to a frame material of a frame.
【0002】[0002]
【従来の技術】建築物を構築する際に組み立てられる仮
設足場は、足場の揺れや転倒を防ぐため足場止め金具に
よって躯体の横胴縁材に連結される。この足場止め金具
を躯体の横胴縁材に連結するアンカー構造としては、従
来、図3に示すように、外壁板の継ぎ目部分に若干の間
隙90を保持して骨組みされる1対の横胴縁材91,9
1にアンカーナット92が溶接によって固着されたもの
となっていた。従って、このアンカーナット92に足場
止め金具93の基端を連結し、この足場止め金具93の
先端を仮設足場の支柱(図示せず)に連結することによ
り、この足場止め金具93によって仮設足場を躯体の横
胴縁材91に連結することができるものであった。2. Description of the Related Art A temporary scaffold assembled when building a building is connected to a lateral frame of a skeleton by scaffolding stoppers in order to prevent the scaffold from shaking or falling. As an anchor structure for connecting the scaffolding stopper to the lateral frame material of the skeleton, conventionally, as shown in FIG. 3, a pair of lateral bodies framed while holding a slight gap 90 at the joint portion of the outer wall plate. Edge material 91, 9
1, the anchor nut 92 was fixed by welding. Accordingly, by connecting the base end of the scaffolding stopper 93 to the anchor nut 92 and connecting the tip of the scaffolding stopper 93 to a support (not shown) of the temporary scaffold, the temporary scaffolding 93 is used to connect the temporary scaffold. It could be connected to the lateral frame material 91 of the skeleton.
【0003】[0003]
【発明が解決しようとする課題】このように従来では、
アンカーナットを横胴縁材に溶接によって固着していた
ため、その溶接作業に多大の手間と時間を要し、作業能
率を向上することができないという問題があった。特
に、外壁板の板厚が50mm以下の場合、この外壁板の
取付施工はビス止めで行われるため、施工業者は溶接機
を所有していないことが多い。このため外注業者にアン
カーナットの溶接を依頼しなければならず、その分だけ
コストや工期の面で不利になる。As described above, conventionally,
Since the anchor nut is fixed to the lateral frame material by welding, there has been a problem that a large amount of labor and time are required for the welding operation, and the working efficiency cannot be improved. In particular, when the thickness of the outer wall plate is 50 mm or less, the installation work of the outer wall plate is performed with screws, so that the installer often does not own a welding machine. For this reason, it is necessary to request the contractor to weld the anchor nut, which is disadvantageous in terms of cost and construction period.
【0004】本発明は、上述のような従来の問題を解決
するためになされたもので、溶接を用いることなく、簡
単な作業でアンカーナットを横胴縁材に固着することが
できるようにした仮設足場連結用アンカーを提供するこ
とを課題としている。SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems, and has been made so that an anchor nut can be fixed to a lateral frame member by a simple operation without using welding. It is an object of the present invention to provide an anchor for connecting a temporary scaffold.
【0005】[0005]
【課題を解決するための手段】上記課題を解決するため
に、本発明の仮設足場連結用アンカーは、外壁板の継ぎ
目部分に若干の間隙を保持して1対の横胴縁材が平行に
骨組みされ、この横胴縁材に足場止め金具を連結するた
めの仮設足場連結用アンカーであって、前記間隙に横胴
縁材の前面側から挿入可能なプレート部材を備え、この
プレート部材の前端に座金を介してアンカーナットが固
着され、プレート部材の後端には前記間隙から横胴縁材
の背面側に突出する突出部が形成され、この突出部には
横胴縁材の背面で係止される楔部材を嵌合するための楔
穴が形成されている構成とした。In order to solve the above-mentioned problems, a temporary scaffold connecting anchor according to the present invention comprises a pair of horizontal frame members arranged in parallel with a slight gap being maintained at a joint portion of an outer wall plate. A temporary scaffolding connection anchor for connecting a scaffolding stop to the lateral frame material, comprising: a plate member that can be inserted into the gap from the front side of the horizontal body material, and a front end of the plate member. At the rear end of the plate member, a projection is formed at the rear end of the plate member so as to protrude from the gap to the rear side of the lateral rim. A wedge hole for fitting the wedge member to be stopped is formed.
【0006】本発明の仮設足場連結用アンカーを取り付
けるに際しては、まず、プレート部材の後端を横胴縁材
の間隙内に前面側から差し込んで挿入する。この挿入状
態では、横胴縁材の背面側に突出部が突出することか
ら、次に、この突出部に形成された楔穴に楔部材を打ち
込んで嵌合させれば、この楔部材が横胴縁材の背面に係
止すると共に、座金が横胴縁材の前面に係止して、プレ
ート部材が横胴縁材に固着される。そして、このプレー
ト部材の前端にアンカーナットが固着されているため、
このアンカーナットはプレート部材を介して横胴縁材の
前面に固着されることになる。When attaching the anchor for connecting a temporary scaffold according to the present invention, first, the rear end of the plate member is inserted into the gap between the lateral frame members from the front side. In this inserted state, the protruding portion protrudes from the rear side of the lateral body edge material. Next, if the wedge member is driven into the wedge hole formed in the protruding portion and fitted, the wedge member is laterally moved. The plate member is fixed to the horizontal frame member while the washer is locked to the rear surface of the frame member and the washer is locked to the front surface of the horizontal frame member. And since the anchor nut is fixed to the front end of this plate member,
This anchor nut is fixed to the front surface of the lateral frame member via the plate member.
【0007】このようにして本発明の仮設足場連結用ア
ンカーを横胴縁材に固着したのち、足場止め金具の基端
をアンカーナットに連結すると共に、足場止め金具の先
端を仮設足場の支柱に連結することにより、この足場止
め金具によって仮設足場を躯体の横胴縁材に連結するこ
とができる。After the anchor for connecting the temporary scaffold of the present invention is fixed to the lateral frame material in this way, the base end of the scaffolding stopper is connected to the anchor nut, and the tip of the scaffolding stopper is attached to the column of the temporary scaffold. By the connection, the temporary scaffold can be connected to the lateral frame of the skeleton by the scaffolding stopper.
【0008】[0008]
【発明の実施の形態】以下、本発明の実施の形態を図面
により説明する。図1は本発明の実施の一形態である仮
設足場連結用アンカーの取付状態を側面から見た断面
図、図2は平面から見た断面図である。Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a cross-sectional view of a mounting state of a temporary scaffold connection anchor according to an embodiment of the present invention, as viewed from a side, and FIG. 2 is a cross-sectional view as viewed from a plane.
【0009】図において、1,1は1対の横胴縁材で、
外壁板2,2の継ぎ目部分に若干の間隙10を保持して
平行に骨組みされ、この横胴縁材1,1に足場止め金具
3を連結するための仮設足場連結用アンカー4が固着さ
れている。この場合、横胴縁材1としては、100mm
×50mmのリップ付き溝型鋼が用いられている。又、
外壁板2としては50mm板厚のALC板が用いられ、
これが前記間隙10の中心位置で継ぎ合わされるように
横胴縁材1,1の前面にビス止めされる。又、この横胴
縁材1,1の背面には縦胴縁材5が一定の間隔で取り付
けられ、この縦胴縁材5の外面に内装板6が取り付けら
れる。尚、縦胴縁材5としては21mm板厚の木材が用
いられている。[0009] In the figure, 1, 1 is a pair of horizontal frame materials,
A temporary scaffolding connecting anchor 4 for connecting the scaffolding stopper 3 to the lateral frame members 1, 1 is fixedly attached to the seam portions of the outer wall plates 2, 2 while holding a slight gap 10 therebetween. I have. In this case, the width of the lateral frame material 1 is 100 mm.
A channel steel with a lip of × 50 mm is used. or,
An ALC plate having a thickness of 50 mm is used as the outer wall plate 2.
This is screwed to the front surface of the lateral frame members 1, 1 so as to be joined at the center position of the gap 10. Further, on the back surface of the horizontal frame members 1, 1, vertical frame members 5 are attached at regular intervals, and on the outer surface of the vertical frame member 5, an interior plate 6 is attached. As the vertical frame member 5, a 21 mm thick wood is used.
【0010】前記仮設足場連結用アンカー4は、前記間
隙10に横胴縁材1,1の前面側から挿入可能なプレー
ト部材40を備え、このプレート部材40の前端に座金
41を介してアンカーナット42が固着され、プレート
部材40の後端には前記間隙10から横胴縁材1,1の
背面側に突出する突出部43が形成され、この突出部4
3には横胴縁材1,1の背面で係止される楔部材45を
嵌合するための楔穴46が形成されている。この場合、
アンカーナット42は外壁板2の板厚内に収まり、又、
突出部43及び楔部材45は縦胴縁材5の板厚内に収ま
るように、その寸法が設定されている。The anchor 4 for connecting a temporary scaffold has a plate member 40 which can be inserted into the gap 10 from the front side of the lateral frame members 1, 1, and an anchor nut is provided at a front end of the plate member 40 via a washer 41. At the rear end of the plate member 40 is formed a protruding portion 43 protruding from the gap 10 to the rear side of the lateral frame members 1, 1.
3 is provided with a wedge hole 46 for fitting a wedge member 45 locked on the back surface of the lateral frame members 1 and 1. in this case,
The anchor nut 42 fits within the thickness of the outer wall plate 2 and
The dimensions of the projecting portion 43 and the wedge member 45 are set so as to fit within the thickness of the vertical frame member 5.
【0011】尚、前記楔部材45の片面には多数の溝4
7が刻設され、この溝47を楔穴46の穴縁に係合させ
ることにより楔部材45の抜けを防止するようにしてい
る。The wedge member 45 has a plurality of grooves 4 on one side.
7 is engraved, and the groove 47 is engaged with the edge of the wedge hole 46 to prevent the wedge member 45 from coming off.
【0012】次に、前記仮設足場連結用アンカー4を横
胴縁材1,1に取り付ける際の手順を説明する。まず、
プレート部材40の後端を横胴縁材1,1の間隙10内
に前面側から差し込んで挿入する。この挿入状態では、
横胴縁材1,1の背面側に突出部43が突出することに
なる。次に、この突出部43に形成された楔穴46に楔
部材45を打ち込んで嵌合させるもので、これにより楔
部材45が横胴縁材1,1の背面に係止すると共に、座
金41が横胴縁材1,1の前面に係止して、プレート部
材40が横胴縁材1,1に固着される。そして、このプ
レート部材40の前端にはアンカーナット42が固着さ
れているため、このアンカーナット42はプレート部材
40を介して横胴縁材1,1の前面に固着されることに
なる。Next, a procedure for attaching the temporary scaffold connecting anchor 4 to the lateral frame members 1, 1 will be described. First,
The rear end of the plate member 40 is inserted from the front side into the gap 10 between the horizontal frame members 1, 1 and inserted. In this inserted state,
The protruding portion 43 protrudes from the rear side of the lateral frame members 1, 1. Next, a wedge member 45 is driven into and fitted into a wedge hole 46 formed in the protruding portion 43, whereby the wedge member 45 is locked on the back surface of the horizontal body edge member 1, 1 and the washer 41 is fitted. Are locked to the front surface of the horizontal frame members 1, 1 and the plate member 40 is fixed to the horizontal frame members 1, 1. Since the anchor nut 42 is fixed to the front end of the plate member 40, the anchor nut 42 is fixed to the front surface of the lateral frame members 1, 1 via the plate member 40.
【0013】以上のように、プレート部材40を間隙1
0に挿入した状態で、楔穴46に楔部材45を打ち込む
だけの手間で仮設足場連結用アンカー4を横胴縁材1,
1に簡単に取り付けることができるため、溶接を用いる
ことによる不利を解消して作業能率を大幅に向上するこ
とができる。As described above, the plate member 40 is connected to the gap 1
0, the temporary scaffolding connection anchor 4 is attached to the lateral frame material 1 with the trouble of driving the wedge member 45 into the wedge hole 46.
1 can be easily attached, so that disadvantages due to the use of welding can be eliminated and work efficiency can be greatly improved.
【0014】このようにして仮設足場連結用アンカー4
を横胴縁材1,1に固着したのちは、足場止め金具3の
基端をアンカーナット42に螺合して連結すると共に、
足場止め金具の先端を仮設足場の支柱(図示せず)に連
結することにより、この足場止め金具3によって仮設足
場を躯体の横胴縁材1,1に連結することができる。In this manner, the temporary scaffold connecting anchor 4
Is fixed to the lateral frame members 1 and 1, the base end of the scaffolding stopper 3 is screwed and connected to the anchor nut 42,
By connecting the tip of the scaffolding stopper to a column (not shown) of the temporary scaffolding, the temporary scaffolding can be connected to the lateral frame member 1 of the skeleton by the scaffolding stopper 3.
【0015】尚、外壁板2,2の取り付けは、仮設足場
を組み立てたのちに行われるもので、この際、座金41
及びアンカーナット42と干渉する部分に予め切欠部2
0を形成しておき、取付け後、仮設足場を解体する際に
その切欠部20をコーキング剤によって埋め戻すことに
なる。又、仮設足場を解体する場合には、足場止め金具
3をアンカーナット42から取り外すことになるが、仮
設足場連結用アンカー4は、横胴縁材1,1に固着した
まま使い捨てされる。The outer wall plates 2, 2 are attached after the temporary scaffold is assembled.
And the notch 2
When the temporary scaffold is disassembled after installation, the notch 20 is backfilled with a caulking agent. When the temporary scaffold is dismantled, the scaffolding stopper 3 is removed from the anchor nut 42. However, the temporary scaffold connecting anchor 4 is disposable while being fixed to the lateral frame members 1,1.
【0016】以上、本発明の実施の形態を図面により説
明したが、具体的な構成はこれに限られることはない。
例えば、仮設足場連結用アンカーを構成するプレート部
材、座金、アンカーナット、楔部材等の各寸法は、横胴
縁材、外壁板、縦胴縁材等の寸法に応じて設計するもの
で、要は、所定の強度を持ち、外壁板及び縦胴縁材の板
厚内に収まるように寸法設定すればよい。Although the embodiment of the present invention has been described with reference to the drawings, the specific configuration is not limited to this.
For example, the dimensions of the plate members, washers, anchor nuts, wedge members, etc. constituting the temporary scaffold connection anchors are designed according to the dimensions of the horizontal frame material, the outer wall plate, the vertical frame material, etc. May be set so as to have a predetermined strength and to fit within the thickness of the outer wall plate and the vertical shell material.
【0017】[0017]
【発明の効果】以上説明してきたように、本発明の仮設
足場連結用アンカーにあっては、上記のように構成した
ため、プレート部材を間隙に挿入した状態で、楔穴に楔
部材を打ち込むだけの手間で簡単に取り付けることがで
きる。従って、溶接を用いることによる不利を解消して
作業能率を大幅に向上することができるという効果が得
られる。As described above, the anchor for connecting a temporary scaffold according to the present invention is constructed as described above. Therefore, with the plate member inserted into the gap, only the wedge member is driven into the wedge hole. It can be easily installed with the trouble of. Therefore, the effect that the disadvantage caused by using welding can be eliminated and the working efficiency can be greatly improved can be obtained.
【図1】本発明の実施の一形態である仮設足場連結用ア
ンカーの取付状態を側面から見た断面図である。FIG. 1 is a cross-sectional view of a mounting state of a temporary scaffold connection anchor according to an embodiment of the present invention as viewed from a side.
【図2】この仮設足場連結用アンカーの取付状態を平面
から見た断面図である。FIG. 2 is a cross-sectional view of the mounting state of the temporary scaffold connection anchor as viewed from a plane.
【図3】従来技術の説明図である。FIG. 3 is an explanatory diagram of a conventional technique.
1 横胴縁材 10 間隙 2 外壁板 3 足場止め金具 4 仮設足場連結用アンカー 40 プレート部材 41 座金 42 アンカーナット 43 突出部 45 楔部材 46 楔穴 REFERENCE SIGNS LIST 1 lateral frame material 10 gap 2 outer wall plate 3 scaffolding stopper 4 temporary anchor for scaffold connection 40 plate member 41 washer 42 anchor nut 43 projecting portion 45 wedge member 46 wedge hole
Claims (1)
して1対の横胴縁材が平行に骨組みされ、この横胴縁材
に足場止め金具を連結するための仮設足場連結用アンカ
ーであって、 前記間隙に横胴縁材の前面側から挿入可能なプレート部
材を備え、このプレート部材の前端に座金を介してアン
カーナットが固着され、プレート部材の後端には前記間
隙から横胴縁材の背面側に突出する突出部が形成され、
この突出部には横胴縁材の背面で係止される楔部材を嵌
合するための楔穴が形成されていることを特徴とした仮
設足場連結用アンカー。1. A temporary scaffolding connecting anchor for connecting a scaffolding stopper to a pair of horizontal frame members, with a slight gap being maintained at a joint portion of an outer wall plate, and a pair of horizontal frame members being framed in parallel. It is provided with a plate member which can be inserted from the front side of the lateral frame material in the gap, an anchor nut is fixed to a front end of the plate member via a washer, and a rear end of the plate member is laterally inserted from the gap. A protruding part that protrudes on the back side of the frame material is formed,
An anchor for connecting a temporary scaffold, wherein a wedge hole for fitting a wedge member locked on the back surface of the lateral frame member is formed in the projecting portion.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12297098A JP4086361B2 (en) | 1998-04-15 | 1998-04-15 | Anchor for temporary scaffold connection |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12297098A JP4086361B2 (en) | 1998-04-15 | 1998-04-15 | Anchor for temporary scaffold connection |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH11293911A true JPH11293911A (en) | 1999-10-26 |
JP4086361B2 JP4086361B2 (en) | 2008-05-14 |
Family
ID=14849110
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12297098A Expired - Fee Related JP4086361B2 (en) | 1998-04-15 | 1998-04-15 | Anchor for temporary scaffold connection |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP4086361B2 (en) |
-
1998
- 1998-04-15 JP JP12297098A patent/JP4086361B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JP4086361B2 (en) | 2008-05-14 |
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