JPS5914139B2 - Fixing components for architectural scaffolding equipment - Google Patents

Fixing components for architectural scaffolding equipment

Info

Publication number
JPS5914139B2
JPS5914139B2 JP56023729A JP2372981A JPS5914139B2 JP S5914139 B2 JPS5914139 B2 JP S5914139B2 JP 56023729 A JP56023729 A JP 56023729A JP 2372981 A JP2372981 A JP 2372981A JP S5914139 B2 JPS5914139 B2 JP S5914139B2
Authority
JP
Japan
Prior art keywords
plates
retaining
column
retaining plates
long hole
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.)
Expired
Application number
JP56023729A
Other languages
Japanese (ja)
Other versions
JPS57137562A (en
Inventor
「たかし」 中田
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.)
NAKATAGUMI KK
Original Assignee
NAKATAGUMI KK
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 NAKATAGUMI KK filed Critical NAKATAGUMI KK
Priority to JP56023729A priority Critical patent/JPS5914139B2/en
Publication of JPS57137562A publication Critical patent/JPS57137562A/en
Publication of JPS5914139B2 publication Critical patent/JPS5914139B2/en
Expired legal-status Critical Current

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Description

【発明の詳細な説明】 本発明は建築用足場器具の固定部材に関するものである
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a fixing member for a construction scaffolding device.

一般住宅建築の構築時において、傾捨する屋根上の特に
軒先施工においては甚しい危険が伴う作業となる。
During the construction of general residential buildings, construction work on tilted roofs, especially at the eaves, is extremely dangerous work.

社寺建築等比較的構築物が大きく、その施工が複雑で、
かつ年月を要する作業場にはそれなりに危険予防のだめ
の仮設工事が実施されているが、一般住宅建築等の施工
は現場作業者の習熟した作業経験によって施工するのが
殆んどで、転落事故に対しては何等の施設がないのが実
態である。
Structures such as shrines and temples are relatively large and their construction is complicated.
Temporary construction work is carried out to prevent danger in workplaces that require many years of work, but most of the construction works for general residential construction are carried out by on-site workers who have extensive work experience, and falling accidents are common. The reality is that there are no facilities of any kind.

故に、従来軒先作業中の転落事故は数多く発生しており
、労働基準法にはその予防のために屋根上作業時には命
綱を使用すべきことが義務づけられている。
Therefore, many falls have occurred while working under eaves, and the Labor Standards Act requires the use of a lifeline when working on roofs to prevent such accidents.

しかしながら、現状はそれを用いるため著しく作業能率
が低下するため殆んど使用されることがない。
However, at present, it is rarely used because its use significantly reduces work efficiency.

本発明は上記の点に鑑みて発明したもので、特に屋根上
作業時の軒先よりの不測の転落事故に対し、その軒先に
接してこれを受止め、最下層までの落下を防止して大な
る人身事故を最小限に止め、軒先作業の足場としても使
用し得る着脱容易にして、強固な危険防止用足場器具を
得ようとしたものである。
The present invention was invented in view of the above points, and in particular, in the event of an accidental fall from the eaves when working on a roof, it is possible to catch the fall by contacting the eaves and prevent the fall to the lowest floor. The purpose of this invention is to provide a sturdy safety scaffolding device that can be easily attached and detached and can also be used as a scaffold for work under the eaves, while also minimizing personal accidents.

また、手作業を主とする建築現場において、作業者にと
って万一の転落等を予想してもそれを受止める足場が設
けられていることは非常に安心感があって、その作業能
率も著しく向上する心理的効果をも期待されるものであ
る。
In addition, at construction sites where manual labor is the main activity, it is very reassuring for workers to have scaffolding in place to catch them in the unlikely event of a fall, and their work efficiency is also significantly improved. It is also expected to have an improved psychological effect.

以下、本発明の一実施例を図面に基づいて詳述する。Hereinafter, one embodiment of the present invention will be described in detail based on the drawings.

第1図は実施状態を示すものであり、屋根1を保持する
柱2に固定部材3を固定し、この固定部材3に梁4を保
持し、さらに、この梁4の先端に支柱5を屋根1の最下
端より幾分間隙を有して対応する様に保持する。
FIG. 1 shows the implementation state, in which a fixing member 3 is fixed to a pillar 2 that holds a roof 1, a beam 4 is held to this fixing member 3, and a support 5 is attached to the tip of this beam 4. 1 with some gap from the bottom end.

斯かる梁4及び支柱5を屋根1上の作業場に対応して複
数の柱2・・・に前記固定部材3を介して取付け、梁4
・・・上に足場木材6・・・を架設して足場を形成する
と共に、支柱5・・・に設ける受部材7・・・に木材8
・・・に架設して作業者が屋根上から転落した際の受止
めを行い得るようにしている。
The beams 4 and columns 5 are attached to a plurality of columns 2... via the fixing members 3 on the roof 1 corresponding to the workplace, and the beams 4
. . . Scaffolding timber 6 . . . is erected to form a scaffold, and timber 8 is erected on the receiving member 7 .
... to catch workers who fall from the roof.

前記固定部材3は第2図乃至第5図に示す如く柱2の両
側面に接する断面り字形の抱鈑9,9からなり、との抱
鈑9,9は前記柱2の前面に接する当鈑10,10を設
けると共に、中間位置に前記梁4を挿通する梁受11,
11を形成し、さらに一方の抱鈑9(第2図においては
左側の抱鈑)の上下位置に管部12.12を、他方の抱
鈑9(第2図においては右側の抱鈑)の上下位置にネジ
部13.13を夫々形成している。
As shown in FIGS. 2 to 5, the fixing member 3 is made up of ribs 9, 9, which have a cross-section shaped like an ellipse, and are in contact with both side surfaces of the column 2. A beam holder 11, which is provided with plates 10, 10 and through which the beam 4 is inserted at an intermediate position;
11, and furthermore, pipe portions 12.12 are formed at the upper and lower positions of one of the slats 9 (the left slat in FIG. 2), and pipe portions 12.12 are formed at the upper and lower positions of one of the slats 9 (the right side of the slat in FIG. 2). Threaded portions 13 and 13 are formed at the upper and lower positions, respectively.

そして、バンドル14.14を有しかつ前記抱鈑9,9
の管部12,12及びネジ部13,13に挿通及び螺合
するポル[5,15を設け、このボルト1515を介し
て前記両抱鈑9,9を柱2の両側面から抱合せる如く締
付固定する一方、前記梁4を梁受11,11に挿通して
固定ネジ16.16を介して梁受11に形成するネジ孔
17より固定する。
and has a bundle 14.14 and said hugging plates 9,9.
Bolts 5 and 15 are provided to be inserted into and screwed into the tube portions 12 and 12 and threaded portions 13 and 13 of the pillar 2, and the bolts 9 and 9 are tightened from both sides of the pillar 2 through the bolts 1515. At the same time, the beam 4 is inserted through the beam supports 11, 11 and fixed through the screw hole 17 formed in the beam support 11 via the fixing screws 16 and 16.

まだ、第3図乃至第5図に示す如く、前記り字形抱鈑9
の裏面にはポルN8,18を固着したボルト取付材19
.19を溶着しており、とのポルN8,18に嵌合する
長孔20,21を形成していて、前記柱2の裏面に接す
る抜止鈑22を設けている。
As shown in Figs. 3 to 5,
Bolt mounting material 19 with Pol N8, 18 fixed on the back side of
.. 19 are welded to the pillar N8, and elongated holes 20 and 21 that fit into the poles N8 and 18 are formed, and a retaining plate 22 that contacts the back surface of the pillar 2 is provided.

該抜止鈑22をこの長孔20,21よりボルト18.1
8に嵌込み、該ボルト18,18の締付ネジ23,23
をワッシャ24.24を介して梁受11を各々直線上に
対向するように平均して締め、抜止鈑22を柱2裏面に
圧接すると共に、L字形抱鈑9,9と抜止鈑22を引付
けることにより、柱2に抱合せ状に固定する抱鈑9,9
の抜落を防止し且つ梁4の嵌挿を容易にする。
The bolt 18.1 is inserted through the elongated holes 20 and 21 into the retaining plate 22.
8 and tighten the bolts 18, 18 with the tightening screws 23, 23.
are evenly tightened through the washers 24 and 24 so that the beam supports 11 face each other in a straight line, the retaining plate 22 is pressed against the back surface of the column 2, and the L-shaped retaining plates 9, 9 and the retaining plate 22 are pulled. By attaching the brackets 9, 9, which are fixed to the pillar 2 in an interlocking manner.
This prevents the beam 4 from falling off and facilitates the insertion and insertion of the beam 4.

すなわち、前記足場及び支柱5に外力が加わり、梁4に
下方へ荷重がかかると、抱鈑9,9に柱2から抜ける方
向に力が働く。
That is, when an external force is applied to the scaffold and the pillar 5, and a downward load is applied to the beam 4, a force is applied to the support plates 9, 9 in a direction in which they are removed from the pillar 2.

つまり抱鈑9の柱2に圧接している部分の中心に力の支
持の重心があり、この点と梁4との間の距離によって、
抱鈑99に第4図に示す矢印イ、イ方向への回転モーメ
ントが作用して、該抱鈑9,9は同矢印方向へ回転及び
折り曲ろうとする、この時、前記抜止鈑22と抱鈑9,
9とは互いに引付は合っているので、この回転及び折れ
曲りを阻止して、柱2から抜落るのを防止すると共に梁
4の嵌入を容易にすることができる。
In other words, the center of gravity of the force support is at the center of the part of the support plate 9 that is in pressure contact with the column 2, and depending on the distance between this point and the beam 4,
A rotational moment acts on the retaining plate 99 in the directions of arrows A and A shown in FIG. Plate 9,
Since the beams 9 and 9 are attracted to each other, this rotation and bending can be prevented to prevent the beams 4 from falling off the pillars 2 and to facilitate the insertion of the beams 4.

第6図は固定部材3の組立工程を示すものである。FIG. 6 shows the assembly process of the fixing member 3.

通常、柱2の高い位置にこの固定部材3を取付けるには
迅速かつ簡単に取付は得ることが要請される。
Usually, in order to mount the fixing member 3 at a high position on the column 2, it is required to be able to mount it quickly and easily.

従って、前記抜止鈑22は第7図にも示す如く、袋状の
長孔21と片方を開放した長孔20とからなり、組立前
は第6図の仮想線で示す様に一方(図面では左側)のボ
ルト18に前記袋長孔21を嵌込して締付ネジ23を若
干螺合させ、抜止鈑22は下方へ垂した状態にある。
Therefore, as shown in FIG. 7, the retaining plate 22 consists of a bag-shaped long hole 21 and a long hole 20 with one side open. The bag slot 21 is fitted into the bolt 18 on the left side, and the tightening screw 23 is slightly screwed into the bolt 18, so that the retaining plate 22 hangs downward.

組立時はこの抜止鈑22を袋状の長孔21に沿って回転
させ、第6図の実線に示す状態から他方の長孔20を他
方(図面では右側)のボルト18に嵌入し、その後、両
締付ネジ23,23を締める。
During assembly, rotate this retaining plate 22 along the bag-shaped long hole 21, and from the state shown by the solid line in FIG. 6, insert the other long hole 20 into the other bolt 18 (on the right side in the drawing), Tighten both tightening screws 23, 23.

従って、抜止鈑22は組立時には一体化されるようにな
っているので組立作業を迅速かつ簡単に行なうことがで
きる。
Therefore, since the retaining plate 22 is integrated during assembly, the assembly work can be performed quickly and easily.

捷だ、一対の抱鈑9,9をポルN5,15を介して柱2
に締付固定する際柱2に強固に固定させるだめボルト1
5.15をさらに締付けると、前記と同様に抱鈑9,9
は柱2から抜ける方向に力が作用し、第4図に示す矢印
イ、イ方向に回転及び折れ曲ろうとする。
It's a sword, connect a pair of support plates 9 and 9 to pillar 2 through poles N5 and 15.
Bolt 1 to securely fix to pillar 2 when tightening and fixing to
When 5.15 is further tightened, the retainers 9 and 9 are tightened in the same way as above.
A force acts on the rod in the direction of pulling it out from the pillar 2, and it tries to rotate and bend in the directions of arrows A and A shown in Fig. 4.

この時、梁4を挿入する梁受11,11は梁4の挿入直
線方向に対してハ字型に歪んでしまい、作業時の梁4の
挿入が困難となる。
At this time, the beam supports 11, 11 into which the beam 4 is inserted are distorted in a V-shape with respect to the linear direction of insertion of the beam 4, making it difficult to insert the beam 4 during work.

従って、抱鈑9,9をポルN5,15で完全に締付ける
前に抜止鈑22と抱鈑9,9とをボルト18,18及び
ネジ23,23を介して抜止鈑22と抱鈑9,9の前面
とを略平行となる様にして梁受11,11を各々−直線
状に保ち、ボルト15.15の締付時に生ずる抱鈑9,
90回転及び折れ曲りによる梁受11,11の歪みを防
止し梁4の挿入を容易にする様にする。
Therefore, before completely tightening the retaining plates 9, 9 with the poles N5, 15, the retaining plates 22 and the retaining plates 9, 9 are connected via bolts 18, 18 and screws 23, 23. The beam supports 11, 11 are kept in a straight line so that the front surfaces of the beams 15, 11 are approximately parallel to each other, and the retaining plates 9, 11, which occur when tightening the bolts 15, 15, are
To prevent distortion of the beam supports 11, 11 due to 90 rotations and bending, and to facilitate insertion of the beam 4.

第8図乃至第10図は前記抜止鈑22の曲の実施例であ
り、この抜止鈑122は前記抱鈑9,9と引付は合うた
めに前記実施例よりも強固に、また工作上にジ・いても
容易な構成となっている。
Figures 8 to 10 show examples of the pieces of the retaining plate 22, and since the retaining plate 122 is attracted to the retaining plates 9, 9, it is stronger and easier to work with than the previous embodiment. It has an easy configuration even when the camera is in use.

すなわち、2本の管材ioo、iooをつなぎ管101
を介して溶着して、長孔120,121を形成する。
That is, the two pipe materials ioo and ioo are connected to the pipe 101.
The elongated holes 120 and 121 are formed by welding through the holes 120 and 121.

該実施例は全体に管製作で一体的に溶着するので前記実
施例よりも強固に作成でき、かつ工作上も容易である。
In this embodiment, since the entire structure is integrally welded by tube manufacturing, it can be made more strongly than the previous embodiments, and is easier to work with.

更に、第11図は前記梁4先端に取付ける支柱5,5間
に転落防止部材である木材8・・・を受部材7・・・に
架設した状態を示すものである。
Furthermore, FIG. 11 shows a state in which a piece of wood 8 serving as a fall prevention member is installed on a receiving member 7 between the supports 5, 5 attached to the tips of the beams 4.

受部材7・・・は下端7a・・・において支柱5・・・
に溶着し、この立上り部7b・・・において木材8・・
・の抜は落ちを阻止する。
The receiving member 7... is attached to the support 5... at the lower end 7a...
The wood 8... is welded to the rising part 7b...
・Nuki prevents falling.

木材8・・・は第12図に示す如く組み合わせる。The pieces of wood 8... are assembled as shown in FIG.

該実施例では木材8・・・を使用しているが、その他ネ
ット、シート、ロープ、又は布等を支柱5.5間に張架
してもよい。
In this embodiment, wood 8 is used, but other materials such as nets, sheets, ropes, or cloth may be strung between the supports 5 and 5.

また、支柱5と梁4との連結は第11図及び第13図乃
至第15図に示す如く、管状の梁4の先端に複数個の調
整ネジ孔26・・・を形成した鈑27を張合せてあり、
一方、この先端に対応する管部28を支柱5下端に溶着
しである。
The support 5 and the beam 4 are connected by a plate 27 formed with a plurality of adjustment screw holes 26 at the tip of the tubular beam 4, as shown in FIGS. 11 and 13 to 15. There are also
On the other hand, a tube portion 28 corresponding to this tip is welded to the lower end of the column 5.

管部28下面には前記複数個の調整ネジ孔26・・・の
何れかに選択的に対応する孔29が形成されており、該
孔29から固定ネジ30を前記調整ネジ孔26・・・の
何れかに螺合し、支柱5を適当な位置に立設させる様に
している。
A hole 29 that selectively corresponds to any one of the plurality of adjustment screw holes 26 is formed on the lower surface of the tube portion 28, and the fixing screw 30 is inserted through the hole 29 into the adjustment screw hole 26. The supporting column 5 is screwed into one of the supporting columns 5 and erected at an appropriate position.

また上面に嵌合位置を示す印X・・・をつけて支柱5の
立設位置固定の調整を容易にしている。
Further, a mark X indicating the fitting position is provided on the upper surface to facilitate adjustment of fixing the standing position of the support column 5.

本発明は以上詳述したよばに、四角形の柱2の両側面に
ボルト15を介して抱合せ状に締付固定する一対の抱鈑
9,9を設け、との抱鈑肌 9に夫々挿通して固定する
梁4の梁受11を形成すると共に、前記一対の抱鈑肌
9に前記抱合せ面の他の対向する柱面の一方の面に当接
する当鈑1010を形成する一方、前記抱合せ方向と直
角方向にポル)18.18を突設し、前記抱鈑9,9の
前記当鈑10,10が当接する面と対向する側面の面に
当接する抜止鈑22,122を設け、該抜止鈑22,1
22を前記ボルト18.18に嵌合し、ネジ23・・・
を介して前記一対の抱鈑9,9と抜止鈑22,122と
を柱2を挾んで互いに引付は合う方向に緊着し、柱2の
四方面から締付固定する様にすると共べ、前記抜止鈑2
2,122のポルN8,18挿入孔は一方が袋状の長孔
21に、他方が片方へ開放した長孔20に夫々形成した
ものであるから、前記足場を形成する梁4上に過度の荷
重がかかつても、一対の抱鈑9,9と抜止鈑22,12
2とにより少なくとも柱2の3側面を圧着保持すると共
に、柱2の2側面に圧着する一対の抱鈑9,9は梁4上
の荷重のためにこれが各々開放する方向に回転及び折曲
がろうとしても抜止鈑22,122と該抱鈑9,9は互
いに引付は合う如く緊着しているので、柱2への固定を
確実に行うことができ、柱2からの抜落ちのために生ず
る人身事故を防止することができ、また、抱鈑9,9を
ポルN5,15で完全に締付ける前に抜止鈑22,12
2と抱鈑9,9とをボルト18.18及びネジ23,2
3を介して予じめ抜止鈑22,122と抱鈑9,9の前
面とを平行となるようにして梁受11,11を各々−直
線状に保ち、ポルN5,15の締付時に生ずる抱鈑99
の回転及び折れ曲りによる梁受11の歪みを防止し、梁
4の挿入を容易にすることができる等の効果がある。
As described in detail above, the present invention includes a pair of clasps 9, 9 which are tightened and fixed together via bolts 15 on both sides of a quadrangular column 2, and which are inserted into the clasp skins 9, respectively. The beam support 11 of the beam 4 to be fixed is formed, and the pair of support plate skins are
9 is formed with an abutting plate 1010 that comes into contact with one side of the other opposing columnar surface of the joining surface, and a pole 18.18 is provided protruding in a direction perpendicular to the joining direction, so that the joining plate 9, 9 A retaining plate 22, 122 is provided which abuts on a side surface opposite to the surface with which the abutting plates 10, 10 abut, and the retaining plate 22, 1
22 into the bolts 18, 18, and screws 23...
The pair of retaining plates 9, 9 and the retaining plates 22, 122 are tightly attached to each other with the column 2 in between, and are tightened and fixed from all sides of the column 2. , said retaining plate 2
2,122 Pole N8, 18 insertion holes are formed on one side as a bag-shaped long hole 21 and on the other side as a long hole 20 open to one side, so that there is no excess on the beam 4 forming the scaffold. Even when the load is heavy, the pair of retaining plates 9, 9 and retaining plates 22, 12
At least three sides of the column 2 are crimped and held by the two sides of the column 2, and a pair of retainers 9, 9 crimped to the two sides of the column 2 are rotated and bent in the direction in which they are each released due to the load on the beam 4. Even if you try to pull it out, the retaining plates 22, 122 and the retaining plates 9, 9 are tightly attached to each other, so that they can be securely fixed to the column 2. In addition, before completely tightening the retaining plates 22, 12 with Pole N5, 15,
2 and the retaining plate 9,9 with the bolt 18.18 and the screw 23,2
3 in advance so that the retaining plates 22, 122 and the front surfaces of the retaining plates 9, 9 are parallel to each other to keep the beam supports 11, 11 in a straight line. Huihan 99
This has the effect of preventing distortion of the beam support 11 due to rotation and bending of the beam 4, and facilitating insertion of the beam 4.

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

第1図は本発明の使用状態を示す説明図、第2図は固定
部材の一部断面正面図、第3図は第2図の背面図、第4
図は第2図の一部断面及び一部省略した平面図、第5図
は第2図の右側面図、第6図は固定部材の組立状態を示
す背面図、第7図は第1図乃至第6図に使用した抜止鈑
の説明図、第8図は前記抜止鈑の他の実施例を示す説明
図、第9図は第8図のA−A線断面図、第10図は第8
図のB−B線断面図、第11図は支柱間に転落防止部材
を架設した使用状態図、第12図は第11図のC−C線
断面図、第13図は梁の先端を示す一部断面線、第14
図は梁と支柱との取付状態を示す断面図、第15図は梁
の先端下面を示す参考図である。 2・・・・・・柱、4・・・・・・梁、9・・・・・・
抱鈑、10・・・・・・当鈑、11・・・・・・梁受、
15・・・・・・ボルト、18・・・・・・ボルト、2
0・・・・・・長孔、21・・・・・・長孔、22.1
22・・・・・・抜止鈑、23・・・・・・ネジ。
Fig. 1 is an explanatory diagram showing the state of use of the present invention, Fig. 2 is a partially sectional front view of the fixing member, Fig. 3 is a rear view of Fig. 2, and Fig. 4 is an explanatory view showing the usage state of the present invention.
The figures are a partially sectional and partially omitted plan view of Fig. 2, Fig. 5 is a right side view of Fig. 2, Fig. 6 is a rear view showing the assembled state of the fixing member, and Fig. 7 is a plan view of Fig. 1. 6 is an explanatory diagram of the retaining plate used, FIG. 8 is an explanatory diagram showing another embodiment of the retaining plate, FIG. 9 is a sectional view taken along the line A-A in FIG. 8, and FIG. 8
Figure 11 is a sectional view taken along the line B-B in the figure, Figure 11 is a usage state diagram with a fall prevention member installed between the supports, Figure 12 is a sectional view taken along the line C-C in Figure 11, and Figure 13 shows the tip of the beam. Partial section line, 14th
The figure is a sectional view showing how the beam and support are attached, and FIG. 15 is a reference view showing the bottom surface of the tip of the beam. 2...Column, 4...Beam, 9...
Holding plate, 10...Tane plate, 11...Liang holder,
15...Volt, 18...Volt, 2
0... Long hole, 21... Long hole, 22.1
22... Retention plate, 23... Screw.

Claims (1)

【特許請求の範囲】[Claims] 1 四角形の柱2の両側面にボルト15を介して抱合せ
状に締付固定する一対の抱鈑9,9を設けこの抱鈑9,
9に夫々挿通して固定する梁4の梁受11を形成すると
共に、前記一対の抱鈑9,9に前記抱合せ面の他の対向
する柱面の一方の面に当接する当鈑10,10を形成す
る一方、前記抱合せ方向と直角方向にポルN8,18を
突設し前記抱鈑9,9の前記当鈑io、ioが当接する
面と対向する側面の面に当接する抜止鈑22゜122を
設け、該抜止鈑22,122を前記ポルN8,18に嵌
合し、ネジ23・・・・・・を介して前記一対の抱鈑9
,9と抜止鈑22,122とを柱2を挾んで互いに引付
は合う方向に緊着し、柱2の四方面から締付固定する様
にすると共に、前記抜止鈑22,122のボルト18.
18挿入孔は一方が袋状の長孔21に、他方が片方へ開
放した長孔20に夫々形成したことを特徴とする建築用
足場器具の固定部材。
1. A pair of braces 9, 9 are provided on both sides of the square pillar 2 and are tightened and fixed together via bolts 15.
Abutment plates 10, 10 are provided to form beam supports 11 for the beams 4 which are inserted into and fixed to the respective coupling plates 9, and abutment plates 10, 10 which abut on one side of the other opposing column surfaces of the coupling surfaces. On the other hand, a retaining plate 22° is provided with a pole N8, 18 protruding in a direction perpendicular to the joining direction and abuts against a side face of the retaining plates 9, 9 that is opposite to the surface on which the contact plates io, io come into contact. 122 is provided, the retaining plates 22, 122 are fitted to the poles N8, 18, and the pair of retaining plates 9 are fitted through the screws 23...
, 9 and the retaining plates 22, 122 are sandwiched around the column 2 and are tightly attached to each other in the direction of engagement, so that they are tightened and fixed from all sides of the column 2, and the bolts 18 of the retaining plates 22, 122 are ..
18. A fixing member for a construction scaffolding device, characterized in that one of the insertion holes is formed as a bag-shaped long hole 21, and the other is formed as a long hole 20 open to one side.
JP56023729A 1981-02-19 1981-02-19 Fixing components for architectural scaffolding equipment Expired JPS5914139B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56023729A JPS5914139B2 (en) 1981-02-19 1981-02-19 Fixing components for architectural scaffolding equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56023729A JPS5914139B2 (en) 1981-02-19 1981-02-19 Fixing components for architectural scaffolding equipment

Publications (2)

Publication Number Publication Date
JPS57137562A JPS57137562A (en) 1982-08-25
JPS5914139B2 true JPS5914139B2 (en) 1984-04-03

Family

ID=12118397

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56023729A Expired JPS5914139B2 (en) 1981-02-19 1981-02-19 Fixing components for architectural scaffolding equipment

Country Status (1)

Country Link
JP (1) JPS5914139B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60176489U (en) * 1984-04-30 1985-11-22 東海楽器製造株式会社 Tremolo unit for electric guitar

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH071425Y2 (en) * 1988-10-27 1995-01-18 岩井金属工業株式会社 Hollow scaffolding support hardware
JPH074652U (en) * 1993-06-18 1995-01-24 繁雄 白銀 Safety fence for fall prevention

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS524746Y2 (en) * 1971-09-27 1977-01-31

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60176489U (en) * 1984-04-30 1985-11-22 東海楽器製造株式会社 Tremolo unit for electric guitar

Also Published As

Publication number Publication date
JPS57137562A (en) 1982-08-25

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