JPH08144508A - Wall connecting device of scaffold - Google Patents

Wall connecting device of scaffold

Info

Publication number
JPH08144508A
JPH08144508A JP28800294A JP28800294A JPH08144508A JP H08144508 A JPH08144508 A JP H08144508A JP 28800294 A JP28800294 A JP 28800294A JP 28800294 A JP28800294 A JP 28800294A JP H08144508 A JPH08144508 A JP H08144508A
Authority
JP
Japan
Prior art keywords
scaffold
clamp
connecting rod
splice plate
wall
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.)
Pending
Application number
JP28800294A
Other languages
Japanese (ja)
Inventor
Takayuki Kameda
貴之 亀田
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.)
Maeda Corp
Original Assignee
Maeda Corp
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 Maeda Corp filed Critical Maeda Corp
Priority to JP28800294A priority Critical patent/JPH08144508A/en
Publication of JPH08144508A publication Critical patent/JPH08144508A/en
Pending legal-status Critical Current

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  • Movable Scaffolding (AREA)

Abstract

PURPOSE: To simply connect a wall connecting device to a building frame in a short time as much as possible by abolishing a method such as welding when the wall connecting device to support a scaffold is fixed to the building frame. CONSTITUTION: One end part of a connecting bar 12 is connected to a part of a scaffold 11 by a connecting metal fitting 13, and the other end part is fixed to a splice plate 18 of a steel frame 14 by a clamp 15. This clamp 15 is composed of a recumbent U-shaped clamp main body 16, and is arranged so that the splice plate 18 of the steel frame 14 is positioned in a space part between an upper arm part 16a and a lower arm part 16b, and a locking projecting part 16c formed on an inside surface of the upper arm part 16a is locked on a head part of a fastening bolt arranged on the splice plate 18, and is sandwiched by and fixed to the steel frame 14 by a fastening bolt 17.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は足場の壁つなぎ装置に関
し、更に詳細には鉄骨建造物を建築する際にその周囲に
設置する足場を連結棒などにより鉄骨に着脱可能に連結
して支持する壁つなぎ装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a scaffold wall connecting device, and more particularly, when constructing a steel frame building, the scaffold installed around it is detachably connected to the steel frame by a connecting rod or the like to be supported. Regarding the wall joining device.

【0002】[0002]

【従来の技術】従来、鉄骨建造物に限らず多くの建造物
の建設に際し、仮設工事として足場をその外周囲に組み
立てることは知られている。このような足場は、通常、
比較的に規模の大きな構造物の建築に際してはわく組足
場が用いられている。
2. Description of the Related Art Conventionally, it has been known to assemble a scaffold around its outer periphery as a temporary work for the construction of many structures including steel frame structures. Such scaffolds are usually
Framed scaffolds are used when constructing relatively large structures.

【0003】一般に、わく組足場は各部材を組み合わせ
て立体的に構成するもので、組み立て方はユニット建わ
く(鳥居型わく)を鋼製足場板の長さ寸法間隔に建てて
配置し、これに交差筋かいを取り付け、鋼製足場板を建
わくにかけ渡し、つかみ金具付きにして固定する。
In general, a framed scaffold is a three-dimensional structure formed by assembling each member, and the method of assembling is by arranging the unit frames (Torii type frames) at intervals of the length of the steel scaffolding plate. Attach the cross braces to the, cross over the steel scaffolding board, and fix it with the grips.

【0004】建わくの上下は継手金具で連結して建て上
げ、建わくの抜け止めにアームロックを取り付ける。こ
のように水平方向を繰り返し固めた後、上段のわく組み
足場を連続して組み固め、壁つなぎを躯体(鉄骨など)
にしっかり固定する。
The upper and lower parts of the building frame are connected with joint fittings to be built up, and arm locks are attached to prevent the building frame from coming off. After repeatedly solidifying in the horizontal direction in this way, the upper framed scaffolding scaffolds are continuously solidified and the wall ties are framed (steel frame, etc.)
Firmly fixed to.

【0005】ところで、従来のわく組足場における壁つ
なぎは、足場に着脱可能に取り付けた連結金具と、これ
に一端を螺合するネジ棒とから基本的に構成されてい
た。そして、このような壁つなぎは、ネジ棒の一端を連
結金具に螺合して取り付け、他端を鉄骨に溶接で固定し
ていた。
[0005] By the way, the wall connection in the conventional framed scaffold is basically composed of a connecting fitting detachably attached to the scaffold and a screw rod whose one end is screwed. In addition, such a wall joint is mounted by screwing one end of a screw rod into a connecting fitting and fixing the other end to a steel frame by welding.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、従来の
足場における壁つなぎは、前述したようにネジ棒の端部
を躯体である鉄骨に溶接により固定していたため、壁つ
なぎの設置作業が非常に大変であった。すなわち、この
ような壁つなぎは足場の倒壊を防ぐためにかなりの数が
使用され、とりわけ躯体が大きい場合にはその数は極め
て多くなる。
However, in the conventional wall joint in the scaffold, as described above, since the end of the screw rod is fixed to the steel frame which is the body by welding, the installation work of the wall joint is very difficult. Met. That is, a considerable number of such wall joints are used to prevent the scaffold from collapsing, and the number is extremely large especially when the body is large.

【0007】そのため、各壁つなぎにおけるネジ棒一本
づつの鉄骨への溶接及びこれらネジ棒を取り外す場合に
おける溶接部の加熱溶融等の作業に相当の時間と労力を
要し、これが工期の短縮や建設コストの低減を妨げる原
因ともなっていた。
Therefore, it takes a considerable amount of time and labor for welding one screw rod in each wall connection to the steel frame and heating and melting the welded portion when removing these screw rods, which shortens the construction period. It was also a cause of hindering the reduction of construction costs.

【0008】本発明の目的は、かかる従来の問題点を解
決するためになされたもので、足場を支持する壁つなぎ
を躯体に固定する場合、溶接等の方法を廃止してできる
だけ短時間に且つ簡単に躯体への連結を可能とする足場
の壁つなぎ装置を提供することにある。
The object of the present invention is to solve the above-mentioned conventional problems, and when fixing the wall tie for supporting the scaffolding to the body, the method such as welding is abolished and the time is as short as possible. It is an object of the present invention to provide a wall scaffolding device for a scaffold that can be easily connected to the body.

【0009】[0009]

【課題を解決するための手段】本発明は足場の壁つなぎ
装置であり、前述した技術的課題を解決するために以下
のように構成されている。すなわち、本発明は、鉄骨建
造物を建築する際にその周囲に設置する足場11を支持
する壁つなぎ装置10であって、連結棒12と、この連
結棒12の一端部を前記足場11の一部に連結する連結
金具13と、前記連結棒12の他端部を鉄骨14のスプ
ライス板18に固着するクランプ15とから構成され、
前記クランプ15が間隔をあけた2つの腕部16a、1
6bとを一側部で結合した横U字形のクランプ本体1
6、このクランプ本体16の一方の腕部16aに設けら
れた締付けボルト17、及び前記腕部16aの内面に形
成された係止突起部16cを備え、前記スプライス板1
8を挟持するようにその側部から前記クランプ本体16
を取付け、前記スプライス板18に設けられた締結ボル
ト21の頭部に前記係止突起部16cを係止し、前記締
付けボルト17を締め付けて前記スプライス板18に挟
着固定することを特徴とする。以下、この発明の各構成
要素を個別に説明する。
SUMMARY OF THE INVENTION The present invention is a scaffold wall connecting device, which is configured as follows in order to solve the above-mentioned technical problems. That is, the present invention relates to a wall connecting device 10 that supports a scaffold 11 installed around a steel frame building when the structure is constructed, and includes a connecting rod 12 and one end portion of the connecting rod 12 that is one of the scaffolds 11. And a clamp 15 for fixing the other end of the connecting rod 12 to the splice plate 18 of the steel frame 14,
Two arms 16a, 1 with the clamp 15 spaced apart
Horizontal U-shaped clamp body 1 that is connected to 6b at one side
6, a clamp bolt 17 provided on one arm portion 16a of the clamp body 16, and a locking projection 16c formed on the inner surface of the arm portion 16a, the splice plate 1
8 so that the clamp main body 16
Is attached, the locking projections 16c are locked to the heads of the fastening bolts 21 provided on the splice plate 18, and the fastening bolts 17 are tightened to be clamped and fixed to the splice plate 18. . Hereinafter, each component of the present invention will be described individually.

【0010】(連結棒)連結棒12は足場11と躯体で
ある鉄骨14とを接続する部材であり、その全長に亘り
ネジ12aが形成されている。しかし、この連結棒12
に形成されたネジ部12aの最も利用される部分は連結
棒12の両端部であるので、少なくとも両端に必要長さ
分だけネジ12aを形成したものであってもよい。な
お、このような連結棒12は鉄で形成されている。
(Connecting Rod) The connecting rod 12 is a member for connecting the scaffold 11 and the steel frame 14 which is the body, and the screw 12a is formed over the entire length thereof. However, this connecting rod 12
Since the most utilized portion of the threaded portion 12a formed at 1 is both ends of the connecting rod 12, the threaded portion 12a may be formed at least at both ends by the required length. In addition, such a connecting rod 12 is formed of iron.

【0011】(連結金具)この連結金具13は、前述し
た連結棒12の一端を足場11の一部に固定するために
使用される。この連結金具13については従来の壁つな
ぎでも同様に使用していたもので、特に変わるところは
ない。すなわち、足場11を構成する建わく11aのパ
イプ部に抱きつくようにして装着される割り型のジョイ
ント13aに継手金具13bが形成され、その継手金具
13bのネジ穴に連結棒12の一端部を螺合して接続さ
れる。
(Connecting Metal) The connecting metal 13 is used to fix one end of the connecting rod 12 to a part of the scaffold 11. The connection fitting 13 is also used in the conventional wall connection, and there is no particular change. That is, a joint metal fitting 13b is formed in a split joint 13a that is attached to the pipe portion of the frame 11a that constitutes the scaffolding 11 so as to be hugged, and one end of the connecting rod 12 is screwed into the screw hole of the joint metal fitting 13b. Are connected together.

【0012】(クランプ)このクランプ15は躯体であ
る鉄骨14の特にスプライス板18を利用して着脱可能
に取り付けられると共に連結棒12の他端と接続され
る。このクランプ15は、間隔をあけた2つの腕部16
a、腕部16bとを一側部で結合した横U字形のクラン
プ本体16と、このクランプ本体16の一方の腕部16
aに設けられた締付けボルト17と、クランプ本体16
の前記腕部16a内面に形成された係止突起部16cと
を備える。従って、このクランプ15は、スプライス板
18を挟持するように側方からクランプ本体16を取り
付け、スプライス板18に設けられた締結ボルト21の
頭部に係止突起部16cを係止し、締付けボルト17を
締め付けて固定される。
(Clamp) This clamp 15 is detachably attached using the splice plate 18 of the steel frame 14 which is a frame, and is connected to the other end of the connecting rod 12. This clamp 15 consists of two spaced arms 16
A horizontal U-shaped clamp body 16 in which a and an arm portion 16b are connected at one side, and one arm portion 16 of the clamp body 16
tightening bolt 17 provided on a and clamp body 16
And an engaging projection 16c formed on the inner surface of the arm 16a. Therefore, in this clamp 15, the clamp main body 16 is attached from the side so as to sandwich the splice plate 18, and the locking projection 16c is locked to the head of the fastening bolt 21 provided on the splice plate 18, thereby tightening the tightening bolt. 17 is fastened and fixed.

【0013】[0013]

【作用】本発明の足場の壁つなぎ装置10によると、連
結棒12の両端ネジ部には予め足場への接続用連結金具
13と躯体への接続用クランプ15とを連結棒12に形
成したネジ12aを利用して取り付けておく。その上
で、壁つなぎ装置設置個所において連結棒12の一端に
取り付けられた連結金具13を足場11の建わく11a
に装着する。
According to the scaffold wall connecting device 10 of the present invention, the connecting rod 12 is provided with the connecting metal fitting 13 for connecting to the scaffolding and the clamp 15 for connecting to the skeleton on the connecting rod 12 in advance. Attach using 12a. On top of that, a connecting metal fitting 13 attached to one end of the connecting rod 12 at the place where the wall connecting device is installed is used to build the scaffold 11 at 11a.
Attach to.

【0014】次いで、連結棒11の他端に取り付けられ
たクランプ15を鉄骨14に連結する。このクランプ1
6の鉄骨14への連結については、横U字形のクランプ
本体16を鉄骨14のスプライス板18を挟持するよう
に2つの腕部16a、16b間内にスプライス板18を
相対的に差し込むように側方から取り付け、このクラン
プ本体16の一方の腕部16a内面に形成された係止突
起部16cがスプライス板18に設けられた締結ボルト
21の頭部を越えた所でクランプ本体16の前記腕部1
6aに設けられた締付けボルト17が締め付られる。
Next, the clamp 15 attached to the other end of the connecting rod 11 is connected to the steel frame 14. This clamp 1
Regarding the connection of 6 to the steel frame 14, the lateral U-shaped clamp body 16 is inserted so that the splice plate 18 is relatively inserted between the two arm portions 16a and 16b so as to sandwich the splice plate 18 of the steel frame 14. The arm portion of the clamp body 16 is attached from a position where the locking protrusion 16c formed on the inner surface of one arm portion 16a of the clamp body 16 exceeds the head of the fastening bolt 21 provided on the splice plate 18. 1
The tightening bolt 17 provided on 6a is tightened.

【0015】これにより、クランプ本体16における腕
部16aの係止突起部16cは締結ボルト21頭部に係
止されると共に締付けボルト17によるクランプ本体1
6のスプライス板18への加圧挟着とにより、クランプ
15は鉄骨14に堅固に固定されることになる。
As a result, the locking projection 16c of the arm 16a of the clamp body 16 is locked to the head of the fastening bolt 21 and the clamp body 1 is tightened by the tightening bolt 17.
By pressing the splice plate 6 onto the splice plate 18, the clamp 15 is firmly fixed to the steel frame 14.

【0016】[0016]

【実施例】以下、本発明における足場の壁つなぎ装置を
図に示される実施例について更に詳細に説明する。図1
には本発明の一実施例に係る足場の壁つなぎ装置10が
示されている。この実施例の足場の壁つなぎ装置10
は、特に鉄骨建造物を建築する際にその周囲に設置する
足場11を支持するものである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The scaffold wall connecting device according to the present invention will now be described in more detail with reference to the embodiments shown in the drawings. FIG.
Shown is a scaffold wall tethering apparatus 10 according to one embodiment of the present invention. Scaffold wall tethering device 10 of this embodiment
Particularly supports scaffolds 11 installed around the steel structure when constructing the structure.

【0017】この壁つなぎ装置10は、鉄製の連結棒1
2を備え、この連結棒12の一端部には足場11の建わ
くに連結する連結金具13が取り付けられる。この連結
棒12は、足場11と躯体である鉄骨14とを接続する
部材であり、その全長に亘りネジ12aが形成されてい
る。
The wall connecting device 10 is composed of an iron connecting rod 1.
2, a connecting fitting 13 for connecting to the frame of the scaffold 11 is attached to one end of the connecting rod 12. The connecting rod 12 is a member that connects the scaffold 11 and the steel frame 14 that is the body, and the screw 12a is formed over the entire length thereof.

【0018】しかし、この連結棒12に形成されたネジ
部12aの最も利用される部分は連結棒12の両端部で
あるので、少なくとも両端に必要長さ分だけネジ12a
を形成したものであってもよい。この連結棒12の一端
に取り付けられる連結金具13については、従来の壁つ
なぎでも同様に使用していたもので、特に変わるところ
はない。
However, since the most utilized portions of the screw portion 12a formed on the connecting rod 12 are both end portions of the connecting rod 12, the screw 12a is at least the required length at both ends.
May be formed. The connecting fitting 13 attached to one end of the connecting rod 12 is the same as that used in the conventional wall joint, and there is no particular change.

【0019】すなわち、この連結金具13は、足場11
を構成する建わく11aのパイプ部に抱きつくようにし
て装着される割り型のジョイント13aとこれに取り付
けられた継手金具13bとから構成され、連結棒12の
一端部はその継手金具13bに形成されたネジ穴に螺合
して接続される。
That is, this connecting fitting 13 is used for the scaffolding 11.
It is composed of a split-type joint 13a that is attached to the pipe portion of the frame 11a that is constructed so as to be hugged, and a joint metal fitting 13b attached to this, and one end of the connecting rod 12 is formed on the joint metal fitting 13b. It is screwed into the screw hole and connected.

【0020】他方、連鉄棒12の他端にはクランプ15
が取り付けられている。このクランプ15は、図2に示
されように上下の腕部16a、16bをその一側部で一
体的に接続されてなる横U字形のクランプ本体16と、
このクランプ本体16の上部腕部16aに形成されたネ
ジ穴に螺着された締付けボルト17と、この上部腕部1
6aの内面側に一体的に形成された係止突起部16cと
を備えて構成されている。
On the other hand, a clamp 15 is attached to the other end of the bar 12.
Is attached. As shown in FIG. 2, the clamp 15 includes a horizontal U-shaped clamp body 16 in which upper and lower arms 16a and 16b are integrally connected at one side thereof,
The tightening bolt 17 screwed into the screw hole formed in the upper arm portion 16a of the clamp body 16 and the upper arm portion 1
6a and a locking projection 16c integrally formed on the inner surface side of 6a.

【0021】このクランプ15を構成するクランプ本体
16の上部腕部16aにおける基部(下部腕部16bと
の連接側端部)側の外表面にはフランジ板16dが溶接
などにより取り付けられている。このフランジ板16d
には連結棒挿通穴が形成されており、この挿通穴に挿入
された連結棒12は図2に示されるようにダブルナット
19、20により堅固に固定されている。
A flange plate 16d is attached to the outer surface of the upper arm portion 16a of the clamp body 16 constituting the clamp 15 on the side of the base portion (the end portion on the side of connection with the lower arm portion 16b) by welding or the like. This flange plate 16d
A connecting rod insertion hole is formed in the connecting rod 12, and the connecting rod 12 inserted in this insertion hole is firmly fixed by double nuts 19 and 20, as shown in FIG.

【0022】次に、このように構成された足場の壁つな
ぎ装置10の使用方法について説明する。連結棒12の
両端ネジ部には予め足場11への接続用連結金具13と
躯体への接続用クランプ15とを連結棒12に形成した
ネジ12aを利用して取り付けておく。その上で、壁つ
なぎ装置10の設置予定個所において連結棒12の一端
に取り付けられた連結金具13を足場11の建わく11
aに常法に従って装着する。
Next, a method of using the scaffold wall connecting device 10 thus constructed will be described. The connecting fittings 13 for connecting to the scaffold 11 and the clamps 15 for connecting to the skeleton are attached to the threaded portions at both ends of the connecting rod 12 in advance using the screws 12 a formed on the connecting rod 12. Then, at the place where the wall connecting device 10 is to be installed, the connecting metal fitting 13 attached to one end of the connecting rod 12 is erected on the scaffold 11.
Attach to a according to the usual method.

【0023】その後、連結棒12の他端に取り付けられ
たクランプ15を鉄骨14に連結する。このクランプ1
5の鉄骨14への連結については、横U字形のクランプ
本体16における上部腕部16a及び下部腕部16bで
鉄骨14のスプライス板18を挟持するべくその間隔に
スプライス板18を相対的に差し込むように側方から配
置する。
After that, the clamp 15 attached to the other end of the connecting rod 12 is connected to the steel frame 14. This clamp 1
For connecting 5 to the steel frame 14, the splice plate 18 is relatively inserted in the space so that the upper arm portion 16a and the lower arm portion 16b of the horizontal U-shaped clamp body 16 sandwich the splice plate 18 of the steel frame 14. Place from the side.

【0024】そして、このクランプ本体16の上部腕部
16aの内面に形成された係止突起部16cがスプライ
ス板18に設けられた締結ボルト21の頭部を越えた所
で上部腕部16aの先端部に設けられた締付けボルト1
7を締め付ける。
The tip of the upper arm 16a is located where the locking projection 16c formed on the inner surface of the upper arm 16a of the clamp body 16 exceeds the head of the fastening bolt 21 provided on the splice plate 18. Tightening bolt 1
Tighten 7.

【0025】これにより、クランプ本体16における上
部腕部16a内面に形成された係止突起部16cは、締
結ボルト21頭部に係止されると共に締付けボルト17
による下部腕部16bの鉄骨14への加圧挟着により、
クランプ15は鉄骨14に堅固に固定されることにな
る。
As a result, the locking projection 16c formed on the inner surface of the upper arm 16a of the clamp body 16 is locked to the head of the fastening bolt 21 and the fastening bolt 17 is tightened.
By pressing the lower arm 16b to the steel frame 14 by
The clamp 15 will be firmly fixed to the steel frame 14.

【0026】このような状態でカーテンウォール工事
(建築物の外壁を工場生産して現場に取り付ける工法
で、プレキャストコンクリート版(PC版)又は気泡コ
ンクリート版(ALC版)にサッシュを打ち込み、タイ
ルなどを貼って仕上げたものパネルを躯体に取り付け固
定する工事)が施工される。従って、この壁つなぎ装置
10は、予め連結棒12が外壁パネル22の端部間空隙
部23を挿通するような位置に設置されることが望まし
い。
Curtain wall construction in such a state (a method of manufacturing the outer wall of a building at a factory and attaching it to the site, by driving sash into a precast concrete plate (PC plate) or aerated concrete plate (ALC plate), The work of attaching and fixing the panel that has been pasted and attached to the frame will be performed. Therefore, it is desirable that the wall connecting device 10 be installed in advance at a position where the connecting rod 12 is inserted through the end-to-end space 23 of the outer wall panel 22.

【0027】しかし、壁つなぎ装置10を設置した位置
が、連結棒12と外壁パネル22との干渉を生じるよう
な状態となってしまった場合には、クランプ15を鉄骨
14から簡単に取り外すことができるため、前述したよ
うな外壁パネル22の端部間空隙部23に連結棒12が
通るような位置に設置し直すことは非常に容易である。
However, when the position where the wall connecting device 10 is installed is in a state where interference occurs between the connecting rod 12 and the outer wall panel 22, the clamp 15 can be easily removed from the steel frame 14. Therefore, it is very easy to re-install the outer wall panel 22 at the position where the connecting rod 12 passes through the space 23 between the end portions as described above.

【0028】[0028]

【発明の効果】以上説明したように、本発明の足場の壁
つなぎ装置によれば、足場に一端が連結される連結棒の
他端をクランプを介して鉄骨に着脱自在に且つ確実に取
り付けるようにしたことにより、従来この種の施工で行
われていた溶接作業を一切廃止することができ、壁つな
ぎ装置の鉄骨への取付けが非常に容易となりその作業時
間及び作業労力を著しく軽減することができ、その結果
工期の短縮化及び建築コストの低減を図ることができ
る。
As described above, according to the scaffold wall joining device of the present invention, the other end of the connecting rod, one end of which is connected to the scaffold, is detachably and surely attached to the steel frame via the clamp. By doing so, it is possible to abolish the welding work that was conventionally performed in this type of construction, it is very easy to attach the wall joining device to the steel frame, and it is possible to significantly reduce the working time and labor. As a result, the construction period can be shortened and the construction cost can be reduced.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の一実施例に係る足場の壁つなぎ装置を
示す断面図である。
FIG. 1 is a cross-sectional view showing a scaffold wall connecting device according to an embodiment of the present invention.

【図2】図1に示される実施例に係る足場の壁つなぎ装
置におけるクランプを拡大して示す斜視図である。
FIG. 2 is an enlarged perspective view showing a clamp in the scaffold wall joining device according to the embodiment shown in FIG.

【符号の説明】[Explanation of symbols]

10 壁つなぎ装置 11 足場 11a 建わく 12 連結棒 12a ネジ部 13 連結金具 13a ジョイント 13b 継手金具 14 鉄骨 15 クランプ 16 クランプ本体 16a 上部腕部 16b 下部腕部 16c 係止突起部 16d フランジ板 17 締め付けボルト 18 スプライス板 19 ナット 20 ナット 21 締結ボルト 22 外壁パネル 23 外壁パネル端部間空隙部 10 Wall Connecting Device 11 Scaffold 11a Build 12 Connecting Rod 12a Screw Part 13 Connecting Metal Fitting 13a Joint 13b Joint Fitting 14 Steel Frame 15 Clamp 16 Clamp Main Body 16a Upper Arm 16b Lower Arm 16c Locking Protrusion 16d Flange Plate 17 Tightening Bolt 18 Splice plate 19 Nut 20 Nut 21 Fastening bolt 22 Outer wall panel 23 Outer wall panel space between ends

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 鉄骨建造物を建築する際にその周囲に設
置する足場を支持する壁つなぎ装置であって、連結棒
と、この連結棒の一端部を前記足場の一部に連結する連
結金具と、前記連結棒の他端部を鉄骨のスプライス板に
固着するクランプとから構成され、前記クランプが間隔
をあけた2つの腕部とを一側部で結合した横U字形のク
ランプ本体、このクランプ本体の一方の前記腕部に設け
られた締付けボルト、及び一方の前記腕部の内面に形成
された係止突起部を備え、前記スプライス板を挟持する
ようにその側部から前記クランプ本体を取付け、前記ス
プライス板に設けられた締結ボルトの頭部に前記係止突
起部を係止し、前記締付けボルトを締め付けて前記スプ
ライス板に挟着固定することを特徴とする足場の壁つな
ぎ装置。
1. A wall connecting device for supporting a scaffold installed around a steel frame building when constructing the structure, which is a connecting rod and a connecting fitting for connecting one end of the connecting rod to a part of the scaffold. And a clamp for fixing the other end of the connecting rod to a steel splice plate, and the clamp has a lateral U-shaped clamp body in which one arm connects two arms spaced apart from each other. The clamp body is provided with a tightening bolt provided on one of the arm portions of the clamp body, and a locking projection portion formed on the inner surface of the one arm portion, and the clamp body is clamped from the side portion so as to sandwich the splice plate. A scaffold wall joining device, comprising: mounting, locking the locking projection on a head of a fastening bolt provided on the splice plate, tightening the fastening bolt, and sandwiching and fixing the bolt on the splice plate.
JP28800294A 1994-11-22 1994-11-22 Wall connecting device of scaffold Pending JPH08144508A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28800294A JPH08144508A (en) 1994-11-22 1994-11-22 Wall connecting device of scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28800294A JPH08144508A (en) 1994-11-22 1994-11-22 Wall connecting device of scaffold

Publications (1)

Publication Number Publication Date
JPH08144508A true JPH08144508A (en) 1996-06-04

Family

ID=17724541

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28800294A Pending JPH08144508A (en) 1994-11-22 1994-11-22 Wall connecting device of scaffold

Country Status (1)

Country Link
JP (1) JPH08144508A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009094303A3 (en) * 2008-01-21 2009-10-08 Erico International Corporation I-beam seismic sway brace clamp
US8353486B2 (en) 2008-01-21 2013-01-15 Erico International Corporation Lateral seismic brace
CN106368427A (en) * 2015-07-23 2017-02-01 华北冶建工程建设有限公司 Binding and unloading construction method for scaffold
JP2021169741A (en) * 2020-04-16 2021-10-28 パル・ユニット株式会社 Wall surface work method

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009094303A3 (en) * 2008-01-21 2009-10-08 Erico International Corporation I-beam seismic sway brace clamp
US7971838B2 (en) 2008-01-21 2011-07-05 Erico International Corporation Flange-engaging clamp
US8100369B2 (en) 2008-01-21 2012-01-24 Erico International Corporation I-beam seismic sway brace clamp
US8353486B2 (en) 2008-01-21 2013-01-15 Erico International Corporation Lateral seismic brace
US8353143B2 (en) 2008-01-21 2013-01-15 Erico International Corporation Lateral seismic brace
CN106368427A (en) * 2015-07-23 2017-02-01 华北冶建工程建设有限公司 Binding and unloading construction method for scaffold
JP2021169741A (en) * 2020-04-16 2021-10-28 パル・ユニット株式会社 Wall surface work method

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