JP2924649B2 - Assembly type scaffold for construction - Google Patents

Assembly type scaffold for construction

Info

Publication number
JP2924649B2
JP2924649B2 JP16645594A JP16645594A JP2924649B2 JP 2924649 B2 JP2924649 B2 JP 2924649B2 JP 16645594 A JP16645594 A JP 16645594A JP 16645594 A JP16645594 A JP 16645594A JP 2924649 B2 JP2924649 B2 JP 2924649B2
Authority
JP
Japan
Prior art keywords
scaffold
construction
main
main beam
panel member
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 - Lifetime
Application number
JP16645594A
Other languages
Japanese (ja)
Other versions
JPH0828033A (en
Inventor
雄一 堂上
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP16645594A priority Critical patent/JP2924649B2/en
Publication of JPH0828033A publication Critical patent/JPH0828033A/en
Application granted granted Critical
Publication of JP2924649B2 publication Critical patent/JP2924649B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)
  • Movable Scaffolding (AREA)

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、例えば高速道路等の橋
梁の主桁下面に、修理、塗装等の作業のために取り付け
る工事用組立式足場、更に詳しくは熟練を要せず、例え
素人であっても、容易に且つワンタッチで組み立てるこ
とができる安全な工事用組立式足場に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an assembling scaffold for construction, for example, for repairing, painting, etc., on the underside of a main girder of a bridge such as a highway, etc. However, the present invention relates to a safe assembling scaffold for construction that can be easily and simply assembled with one touch.

【0002】[0002]

【従来の技術】従来の足場としては、橋梁の主桁下面か
らチェーンで主梁となるパイプを離間して並行配設して
吊り下げ、このパイプを用いた主梁に対して横方向に横
梁となるパイプを所定間隔ごとに交差させてクランプ等
の連結具で固定し、パイプを用いた横梁上に足場板を横
方向に載置して固定するものがあり、同様にして橋梁の
長さ方向に沿って、足場を延ばしていくのである。
2. Description of the Related Art As a conventional scaffold, a pipe serving as a main beam is separated from a lower surface of a main girder of a bridge and is suspended in parallel with a chain. Some pipes are crossed at predetermined intervals and fixed with a connector such as a clamp, and a scaffold plate is mounted horizontally on a cross beam using pipes. The scaffold is extended along the direction.

【0003】[0003]

【発明が解決しようとする課題】しかし、従来の足場に
あっては、主梁となるパイプと、横梁となるパイプを交
差させて、連結具で固定して順に組み立てていく必要が
あるので、作業としては大変に面倒であるとともに、熟
練度を要するという問題点があった。
However, in the case of the conventional scaffold, it is necessary to cross the pipe serving as the main beam and the pipe serving as the cross beam, fix them with the connecting tool, and assemble them in order. The work is very troublesome and requires a high degree of skill.

【0004】そこで、本発明は、熟練を要せず、例え素
人であっても、容易に且つワンタッチで組み立てること
ができ、しかも縦、横と自由に足場を延ばすことができ
る安全な工事用組立式足場を提供することを目的として
いる。
[0004] Therefore, the present invention is a safe construction assembly that requires no skill and can be easily and one-touch-assembled even by an unskilled person and can extend the scaffold vertically and horizontally freely. It is intended to provide a type of scaffolding.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
に、パネル部材の端部を支持するとともに、パネル部材
の幅方向の移動を規制する規制部材を有する受け部材
を、所定間隔毎に梁部材の側面に設けた主梁と;一対の
主梁を受け部材同士が対面するように離間して並行配設
し、受け部材上に載置して固定するパネル部材とよりな
るものである。
In order to achieve the above object, a receiving member having a regulating member for supporting an end portion of a panel member and for regulating a widthwise movement of the panel member is provided at predetermined intervals. A main beam provided on the side surface of the member; and a panel member which is disposed in parallel with the pair of main beams separated from each other so that the receiving members face each other, and is placed and fixed on the receiving member.

【0006】また、パネル部材の端部を支持するととも
に、パネル部材の幅方向の移動を規制する規制部材を有
する受け部材を、所定間隔毎に梁部材の側面に固着し、
吊下条等と連結する止め部材を、所定間隔毎に梁部材の
上面に設けた主梁と;一対の主梁を受け部材同士が対面
するように離間して並行配設し、受け部材上に載置して
固定するパネル部材とよりなるものを用いることもでき
る。
[0006] A receiving member which supports an end portion of the panel member and has a regulating member which regulates movement of the panel member in the width direction is fixed to the side surface of the beam member at predetermined intervals.
A stop member connected to a hanging strip or the like is provided with a main beam provided on the upper surface of the beam member at a predetermined interval; a pair of main beams are spaced apart and parallel so that the receiving members face each other; And a panel member to be mounted and fixed on the panel.

【0007】更に、主梁の端面にそれぞれ連結用の凹凸
を設けたもののが好ましい。
Further, it is preferable that the main beam is provided with connecting concavities and convexities on the end faces thereof.

【0008】[0008]

【作用】以上の如く本発明に係る請求項1の工事用組立
式足場によれば、高速道路等の橋梁の主桁下面に、基端
をアイボルト等で固定したチェーン等の吊下条を適当な
数だけ垂下させ、この吊下条で一対の主梁をパネル部材
の幅だけ離間させて吊り下げることができ、主梁の側面
に所定間隔ごとに設けた受け部材上でパネル部材の端部
を支持するとともに、受け部材に設けた規制部材で、パ
ネル部材の幅方向の移動を規制した状態で固定して単位
足場を組み立てることができる。
As described above, according to the prefabricated scaffold according to the first aspect of the present invention, a hanging strip such as a chain whose base end is fixed with eyebolts or the like is appropriately provided on the lower surface of the main girder of a bridge such as an expressway. And a pair of main beams can be hung with the hanging strips separated by the width of the panel member, and the end portions of the panel members can be hung on receiving members provided at predetermined intervals on the side surfaces of the main beam. And a regulating member provided on the receiving member can fix the panel member in a state where movement in the width direction of the panel member is regulated, and assemble the unit scaffold.

【0009】請求項2の工事用組立式足場によれば、高
速道路等の橋梁の主桁下面に、主梁をチェーン等の吊下
条で吊り下げる時に、主梁上面に所定間隔ごとに設けた
止め部材を利用して、吊下条先端を固定することができ
る。
According to the second aspect of the present invention, when the main beam is hung on the lower surface of a main girder of a bridge such as a highway by a hanging strip such as a chain, the main beam is provided at predetermined intervals on the upper surface of the main beam. The tip of the hanging strip can be fixed using the retaining member.

【0010】また、組み立てた工事用組立式足場を橋梁
の幅方向に吊り下げ、パネル部材上を幅方向に連結パイ
プを位置させて、止め部材を利用してクランプ等で固定
して、足場を幅方向に固定することができる。
[0010] Further, the assembled scaffold for construction is suspended in the width direction of the bridge, the connecting pipe is positioned in the width direction on the panel member, and fixed with a clamp or the like using a stopper member, and the scaffold is fixed. It can be fixed in the width direction.

【0011】請求項3の工事用組立式足場によれば、主
梁を橋梁の長さ方向に延ばす場合、同様にして左右対称
な一対の主梁を並行配設してチェーン等の支持条で吊り
下げ、隣接した主梁端部に設けた凹凸を嵌合させ、割り
ピン或いは連結ボルトを挿入して固定することより、主
梁を長さ方向に連結することができ、同様にしてパネル
部材を組み込むことにより、足場を橋梁の長さ方向に延
ばすことができる。
According to the construction type scaffold according to the third aspect, when the main beam is extended in the longitudinal direction of the bridge, a pair of symmetrical main beams is similarly arranged in parallel in the same manner, and the main beam is supported by a support strip such as a chain. The main beam can be connected in the longitudinal direction by hanging and fitting the unevenness provided at the end of the adjacent main beam, and inserting and fixing a split pin or a connecting bolt. The scaffold can be extended in the length direction of the bridge by incorporating the.

【0012】[0012]

【実施例】本発明の詳細を更に図示した実施例により説
明する。図1は、本発明に係る代表的実施例の工事用組
立式足場の使用状態を示す縦断面図であり、図2乃至図
7は、同じく工事用組立式足場の各部材の説明図であ
る。工事用組立式足場Aは、例えば高速道路等の橋梁B
の主桁下面に、修理、塗装等の作業のために取り付ける
ものであり、基本的には、図1に示すように略左右対称
な一対の主梁1とパネル部材2で単位足場3を構成し、
橋梁の主桁Bにチェーン等の吊下条4で吊り下げ、単位
足場3を順に連結していくものである。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. FIG. 1 is a longitudinal sectional view showing a use state of a construction type scaffold of a representative embodiment according to the present invention, and FIGS. 2 to 7 are explanatory views of respective members of the construction type scaffold similarly. . The assembling type scaffold A for construction is, for example, a bridge B such as a highway.
The main scaffold 3 is attached to the lower surface of the main girder for work such as repair, painting, and the like. Basically, as shown in FIG. And
The bridge is suspended from a main girder B of a bridge by a hanging strip 4 such as a chain, and the unit scaffolds 3 are sequentially connected.

【0013】主梁1は、図2乃至図4に示すように、長
尺の角パイプを用いた梁部材5の側面に所定間隔毎に、
パネル部材2の端部を支持するとともに、パネル部材2
の幅方向の移動を規制する板状の規制部材6を立起させ
たパイプ状の受け部材7を溶着し、梁部材5の上面に、
受け部材7と受け部材7の間に位置するように所定間隔
毎に止め部材8を設けたものである。図例の受け部材7
では、パネル部材2の外梁9側面を当止させるために、
受け部材7にパイプ部材を用いているが、パネル部材2
の端部を支持できればよく、さまざまな部材を用いるこ
とができ、また規制部材6もパネル部材2の幅方向の移
動を規制することができるものであれば、板状のものに
限定されずさまざまな部材を用いることができる。
As shown in FIGS. 2 to 4, the main beam 1 is provided on a side surface of a beam member 5 using a long square pipe at predetermined intervals.
While supporting the end of the panel member 2, the panel member 2
A pipe-shaped receiving member 7 having a plate-shaped restricting member 6 for restricting the movement in the width direction is welded, and on the upper surface of the beam member 5,
Stop members 8 are provided at predetermined intervals so as to be located between the receiving members 7. The receiving member 7 in the illustrated example
Then, in order to stop the outer beam 9 side of the panel member 2,
Although the pipe member is used for the receiving member 7, the panel member 2
Any member can be used as long as it can support the end of the panel member 2, and the regulating member 6 is not limited to a plate-shaped member as long as it can regulate the movement of the panel member 2 in the width direction. Various members can be used.

【0014】止め部材8は、図4及び図6のように、梁
部材5の上面に開口部10を穿設し、螺孔11を有する支持
板12又はナットを、梁部材5内に溶着したものである。
As shown in FIGS. 4 and 6, an opening 10 is formed in the upper surface of the beam member 5 and a support plate 12 or a nut having a screw hole 11 is welded to the inside of the beam member 5. Things.

【0015】更に、主梁1は、図5に示すように、角パ
イプである梁部材5内に挿入可能な大きさの角パイプを
用いた連結短管13を梁部材5の一端から延設し、そして
連結短管13及び梁部材5の他端部に、嵌入した時に一致
する位置に、それぞれの上面及び下面に貫通する通孔14
を穿設し、割りピン15を挿入して固定可能としている。
尚、主梁1と主梁1を連結する方法としては、さまざま
な嵌合用凹凸を用いることができる。
Further, as shown in FIG. 5, the main beam 1 has a connecting short pipe 13 extending from one end of the beam member 5 using a square pipe of a size that can be inserted into the beam member 5 which is a square pipe. Then, through holes 14 penetrating through the upper and lower surfaces of the connecting short pipe 13 and the other end of the beam member 5, respectively, at positions matching when they are fitted.
And the split pin 15 can be inserted and fixed.
In addition, as a method of connecting the main beams 1 to each other, various fitting unevenness can be used.

【0016】また、主梁1と主梁1を長さ方向に延ばす
場合には、上述した他に、図12のように、隣接する主梁
1のうち一方の主梁1に設けた連結短管13を他方の梁部
材5の開口端から挿入し、他方の梁部材5の側面に固着
した固定ナット16に、横方向から連結ボルト17を挿入し
て螺合するようにしたものであってもよい。
When the main beam 1 and the main beam 1 are extended in the longitudinal direction, in addition to the above, as shown in FIG. A pipe 13 is inserted from the open end of the other beam member 5, and a connecting bolt 17 is inserted from the lateral direction into a fixing nut 16 fixed to the side surface of the other beam member 5 and screwed into the fixing nut 16. Is also good.

【0017】更に付言すると、この連結方法を応用させ
て、単位足場3を橋梁Bの幅方向に延ばす場合、図13に
示すように、当接させた主梁1,1の受け部材7を有す
る側面に、交互に固定ナット16を溶着し、連結ボルト17
を挿入して該固定ナット16に螺合することにより、主梁
1を橋梁Bの長さ方向に連結するとともに、橋梁Bの幅
方向に当接して位置する主梁1をも同様に連結するので
ある。
In addition, when this uniting method is applied to extend the unit scaffold 3 in the width direction of the bridge B, as shown in FIG. Fixing nuts 16 are alternately welded to the sides, and connecting bolts 17
Is inserted and screwed into the fixing nut 16, thereby connecting the main beam 1 in the longitudinal direction of the bridge B and also connecting the main beam 1 positioned in contact with the bridge B in the width direction. It is.

【0018】パネル部材2は、図1に示すように、角パ
イプを用いた外梁9を離間して並行配設し、この間に所
定間隔ごとに補強梁18を溶着して骨組を組み立て、これ
らの外梁9及び補強梁18で杉板等を用いたパネル板19を
支持するとともに、該外梁9から側方に延設した取付板
20にタッピングネジ20aで螺合固着したものであり、そ
して、図7に示すように、梁部材5の上面に設けた止め
部材8を利用し、固定板21を介在させた状態で、この止
め部材8の螺孔11に固定ボルト22を螺合させて挟持固定
するのである。
As shown in FIG. 1, the panel member 2 has outer beams 9 using square pipes spaced apart and arranged in parallel, and a reinforcing beam 18 is welded at predetermined intervals during this interval to assemble a frame. A panel plate 19 made of a cedar board or the like is supported by the outer beam 9 and the reinforcing beam 18 of the above, and a mounting plate extending laterally from the outer beam 9 is provided.
The screw 20 is fixedly screwed to the beam 20 with a tapping screw 20a. As shown in FIG. 7, the fixing member 21 provided on the upper surface of the beam member 5 is used, and the fixing plate 21 is interposed therebetween. The fixing bolt 22 is screwed into the screw hole 11 of the member 8 to be clamped and fixed.

【0019】更に、上述した工事用組立式足場Aでは、
パネル部材2を支持するために主梁1の一方の側面にの
み受け部材7を設けているが、図11に示すように、主梁
1の両側に受け部材7を設けることも可能である。そう
した場合には、図10のように、パネル部材2を橋梁の幅
方向に広げる時に、隣接する2本の主梁1が、1本で済
むので経済的である。
Further, in the above-mentioned construction type scaffold A for construction,
Although the receiving members 7 are provided only on one side surface of the main beam 1 to support the panel member 2, the receiving members 7 can be provided on both sides of the main beam 1 as shown in FIG. In such a case, as shown in FIG. 10, when the panel member 2 is expanded in the width direction of the bridge, only one adjacent main beam 1 is required, which is economical.

【0020】次に、工事用組立式足場Aの組み立てる手
順について説明する。まず、高速道路等の橋梁Bの主桁
下面に、基端をアイボルト等で固定したチェーン等の吊
下条4を適当な数だけ垂下させ、吊下条4先端に設けた
アイボルト23を、主梁1の上面に所定間隔に設けた止め
部材8の螺孔11に螺合させて、図8のように左右対称な
一対の主梁1をパネル部材2の幅だけ離間させて吊り下
げることができ、受け部材7上でパネル部材2の外梁9
を支持するとともに、受け部材7先端部に設けた規制部
材6で、パネル部材2の幅方向の移動を規制した状態と
し、梁部材5の上面の残っている止め部材8を利用し、
固定板21を介在させた状態で、この止め部材8の螺孔11
に固定ボルト22を螺合させて挟持固定することができ、
単位足場3を組み立てることができる。
Next, the procedure for assembling the construction type scaffold A will be described. First, an appropriate number of hanging strips 4 such as chains whose base ends are fixed with eyebolts or the like are hung on the lower surface of the main girder of a bridge B such as an expressway, and an eyebolt 23 provided at the tip of the hanging strip 4 is mainly attached. A pair of symmetrical main beams 1 are suspended by being screwed into screw holes 11 of a stopper member 8 provided at a predetermined interval on the upper surface of the beam 1 and separated by the width of the panel member 2 as shown in FIG. The outer beam 9 of the panel member 2 on the receiving member 7
While the movement of the panel member 2 in the width direction is regulated by the regulating member 6 provided at the distal end of the receiving member 7, and the remaining stopper member 8 on the upper surface of the beam member 5 is used.
With the fixing plate 21 interposed, the screw hole 11
Can be fixed by pinching the fixing bolt 22
The unit scaffold 3 can be assembled.

【0021】更に、主梁1を橋梁Bの方向に延ばす場
合、同様にして左右対称な一対の主梁1,1を並行配設
してチェーン等の吊下条4で吊り下げ、図5に示すよう
に、主梁1端部に設けた連結短管13を、主梁1の端部に
挿入し、それぞれの通孔14を一致させて、割りピン15を
挿入することより、主梁1を長さ方向に連結することが
でき、同様にしてパネル部材2を組み込むことにより、
単位足場3を延ばすことができる。
Further, when the main beam 1 is extended in the direction of the bridge B, a pair of symmetrical main beams 1 and 1 are similarly arranged in parallel and hung by a hanging strip 4 such as a chain. As shown, the connecting short pipe 13 provided at the end of the main beam 1 is inserted into the end of the main beam 1, the through holes 14 are aligned, and the split pin 15 is inserted. Can be connected in the length direction, and by incorporating the panel member 2 in the same manner,
The unit scaffold 3 can be extended.

【0022】このように、組み立てた単位足場3上で作
業者が作業を行うことにより順に工事用組立式足場Aを
組み立てて延ばしていくことができ、また、作業場所に
よっては、工事用組立式足場Aを地上で組み立てた後、
クレーンで吊り下げることにより、同様にして組み立て
ていくこともできる。
As described above, the worker can work on the assembled unit scaffold 3 to assemble and extend the assembling type scaffolding A for construction in sequence, and depending on the work place, assembling the assembling type scaffolding A. After assembling scaffold A on the ground,
By hanging with a crane, it can be assembled in a similar manner.

【0023】また、図10のように、組み立てた工事用組
立式足場Aを橋梁Bの幅方向に並行に吊り下げ、パネル
部材2上を幅方向に連結パイプ24を位置させて、止め部
材8の螺孔11を利用してクランプ25等で固定して、足場
Aを幅方向に固定することができる。
As shown in FIG. 10, the assembled scaffold A for construction is suspended in parallel in the width direction of the bridge B, and the connecting pipe 24 is positioned in the width direction on the panel member 2 to stop the stopper member 8. The scaffold A can be fixed in the width direction by fixing with the clamp 25 or the like using the screw hole 11 of FIG.

【0024】尚、図10の工事用組立式足場Aでは、左右
対称な一対の主梁1,1を用いているが、止め部材8の
螺孔11の位置をずらすことにより、連結パイプ24の先端
部を同士を当接させて突き合わせ、クランプ25等で接続
することも可能である。この場合には、一対の主梁1,
1は完全に左右対称とはならない。
In the assembly type scaffold A for construction shown in FIG. 10, a pair of left and right symmetrical main beams 1 and 1 is used. It is also possible that the tips are brought into contact with each other, butted, and connected by the clamp 25 or the like. In this case, the pair of main beams 1
1 is not completely symmetric.

【0025】このように工事用組立式足場Aによれば、
図8のように左右対称な一対の主梁1をパネル部材2の
幅方向だけ離間して吊り下げることができ、受け部材7
上でパネル部材2の外梁9を支持するとともに、受け部
材7先端部に設けた規制部材6で、パネル部材2の幅方
向の移動を規制した状態とし、梁部材5の上面の残って
いる止め部材8を利用し、固定板21を介在させた状態
で、この止め部材8の螺孔11に固定ボルト22を螺合させ
て挟持固定することができ、単位足場3を組み立てるこ
とができるので、例え素人であっても簡単に組み立てを
行うことができ、しかも構造が簡単なため、工事用組立
式足場Aの価格を安価なものとすることができる。
As described above, according to the assembling type scaffold A for construction,
As shown in FIG. 8, a pair of symmetrical main beams 1 can be suspended only in the width direction of the panel member 2 so as to be suspended.
The outer beam 9 of the panel member 2 is supported above, and the movement of the panel member 2 in the width direction is regulated by the regulating member 6 provided at the tip of the receiving member 7, and the upper surface of the beam member 5 remains. With the use of the stopper member 8 and the fixing plate 21 interposed, the fixing bolt 22 can be screwed into the screw hole 11 of the stopper member 8 to be clamped and fixed, and the unit scaffold 3 can be assembled. Even if an amateur is not an amateur, the assembling can be performed easily and the structure is simple, so that the price of the assembling type scaffold A for construction can be reduced.

【0026】また、工事用組立式足場Aを橋梁方向に延
ばす場合には、同様にして左右対称な一対の主梁1を並
行配設してチェーン等の吊下条4で吊り下げ、図5に示
すように、主梁1端部に設けた連結短管13を、主梁1の
端部に挿入し、それぞれの通孔14を一致させて、割りピ
ン15を挿入することにより、主梁1を長さ方向に連結す
ることができ、同様にしてパネル部材2を組み込むこと
により、単位足場3を延ばすことができるので、例え素
人であっても、簡単に且つ確実に足場Aを橋梁Bの長さ
方向に延ばすことができる。
When the construction type scaffold A for construction is extended in the bridge direction, a pair of symmetrical main beams 1 are similarly arranged in parallel and hung by a hanging strip 4 such as a chain. As shown in (1), the connecting short pipe 13 provided at the end of the main beam 1 is inserted into the end of the main beam 1, the through holes 14 are aligned, and the split pin 15 is inserted. 1 can be connected in the longitudinal direction, and the unit scaffold 3 can be extended by incorporating the panel member 2 in the same manner. Therefore, even if an amateur is unskilled, the scaffold A can be easily and reliably connected to the bridge B. Can be lengthened.

【0027】更に、工事用組立式足場Aを橋梁の幅方向
に延ばす場合には、図10のように、組み立てた工事用組
立式足場Aを橋梁Bの幅方向に吊り下げ、パネル部材3
上を幅方向に連結パイプ24を位置させて、止め部材8の
螺孔11を利用してクランプ25等で固定して、足場Aを幅
方向に固定することができるので、例え素人であって
も、簡単に且つ確実に足場Aを橋梁Bの幅方向に延ばす
ことができる。
Furthermore, when the construction type scaffold A for construction is extended in the width direction of the bridge, the assembled construction type scaffold A is suspended in the width direction of the bridge B as shown in FIG.
The connecting pipe 24 is positioned on the upper side in the width direction, and the scaffold A can be fixed in the width direction by using the screw hole 11 of the stopper member 8 and fixing it with the clamp 25 or the like. In addition, the scaffold A can be easily and reliably extended in the width direction of the bridge B.

【0028】[0028]

【発明の効果】本発明は、上述のとおり構成されている
ので、次に記載する効果を奏する。請求項1の工事用組
立式足場によれば、高速道路等の橋梁の主桁下面に、基
端をアイボルト等で固定したチェーン等の吊下条を適当
な数だけ垂下させ、この吊下条で一対の主梁をパネル部
材の幅だけ離間させて吊り下げることができ、主梁の側
面に所定間隔ごとに設けた受け部材上でパネル部材の端
部を支持するとともに、受け部材に設けた規制部材で、
パネル部材の幅方向の移動を規制した状態で固定するこ
とにより組み立てることができるので、例え素人であっ
ても簡単に組み立てを行うことができ、しかも構造が簡
単であるため、工事用組立式足場の価格を安価なものと
することができる。
Since the present invention is configured as described above, the following effects can be obtained. According to the assembling scaffold for construction according to claim 1, an appropriate number of hanging strips such as chains whose base ends are fixed with eyebolts or the like are hung on the underside of the main girder of a bridge such as an expressway. The pair of main beams can be suspended by being separated by the width of the panel member, supporting the end portions of the panel members on receiving members provided at predetermined intervals on the side surfaces of the main beams, and provided on the receiving member. With a regulating member,
The assembly can be performed by fixing the panel members while restricting the movement in the width direction, so that even an unskilled person can easily assemble, and since the structure is simple, the assembly type scaffold for construction is provided. Can be made inexpensive.

【0029】請求項2の工事用組立式足場によれば、高
速道路等の橋梁の主桁下面に、主梁をチェーン等の吊下
条で吊り下げる時に、主梁上面に所定間隔ごとに設けた
止め部材を利用して、吊下条先端を固定することができ
るので、より作業性に優れたものとなるのである。
According to the second aspect of the present invention, when the main beam is hung on the lower surface of a main girder of a bridge such as a highway by a hanging strip such as a chain, the main beam is provided at predetermined intervals on the upper surface of the main beam. Since the tip of the hanging strip can be fixed by using the stopping member, the workability is further improved.

【0030】また、主梁上面に所定間隔ごとに設けた止
め部材は、足場を橋梁の幅方向に延ばす場合に、クラン
プ等の固定にも利用することができる。
The stop members provided on the upper surface of the main beam at predetermined intervals can be used for fixing a clamp or the like when the scaffold is extended in the width direction of the bridge.

【0031】請求項3の工事用組立式足場によれば、主
梁を橋梁の長さ方向に延ばす場合、同様にして左右対称
な一対の主梁を並行配設してチェーン等の吊下条で吊り
下げ、隣接した主梁端部に設けた凹凸を嵌合させ、割り
ピン或いは連結ボルトを挿入して固定することより、主
梁を長さ方向に連結することができ、同様にして横梁パ
ネル部材を組み込むことにより、足場を橋梁の長さ方向
に延ばすことができる。
According to the third aspect of the present invention, when the main beam is extended in the longitudinal direction of the bridge, a pair of symmetrical main beams are similarly arranged in parallel to suspend the suspension beam such as a chain. The main beam can be connected in the length direction by fitting the unevenness provided at the end of the adjacent main beam and inserting and fixing a split pin or a connecting bolt. By incorporating the panel member, the scaffold can be extended in the length direction of the bridge.

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

【図1】本発明に係る代表的実施例の工事用組立式足場
の使用状態を示す縦断面図
FIG. 1 is a longitudinal sectional view showing a use state of an assembling scaffold for construction according to a typical embodiment of the present invention.

【図2】主梁の正面図FIG. 2 is a front view of a main beam.

【図3】主梁の平面図FIG. 3 is a plan view of a main beam.

【図4】主梁の要部を示す斜視図FIG. 4 is a perspective view showing a main part of a main beam.

【図5】主梁と主梁の連結状態を示す分解斜視図FIG. 5 is an exploded perspective view showing a connected state of the main beams.

【図6】図3のA−A拡大断面図FIG. 6 is an enlarged sectional view taken along line AA of FIG. 3;

【図7】主梁とパネル部材の固定方法の要部を示す説明
断面図
FIG. 7 is an explanatory sectional view showing a main part of a method of fixing the main beam and the panel member.

【図8】工事用組立式足場の組立手順を示す平面図FIG. 8 is a plan view showing an assembling procedure of the assembling type scaffold for construction.

【図9】工事用組立式足場の組立手順を示す平面図FIG. 9 is a plan view showing an assembling procedure of the assembling type scaffold for construction.

【図10】工事用組立式足場の他の使用状態を示す平面図FIG. 10 is a plan view showing another use state of the assembling scaffold for construction.

【図11】他の例の主梁の側面図FIG. 11 is a side view of another example of a main beam.

【図12】他の例の主梁の連結状態を示す縦断面図FIG. 12 is a longitudinal sectional view showing a connection state of main beams in another example.

【図13】他の例の主梁の連結状態を示す平面図FIG. 13 is a plan view showing a connection state of main beams in another example.

【符号の説明】[Explanation of symbols]

A 工事用組立式足場 B 橋梁 1 主梁 2 パネル部材 3 単位足場 4 吊下条 5 梁部材 6 規制部材 7 受け部材 8 止め部材 9 外枠 10 開口部 11 螺孔 12 支持板 13 連結短管 14 通孔 15 割りピン 16 固定ナット 17 連結ボルト 18 補強梁 19 パネル板 20 取付板 21 固定板 22 固定ボルト 23 アイボルト 24 連結パイプ 25 クランプ A Assembly type scaffold for construction B Bridge 1 Main beam 2 Panel member 3 Unit scaffold 4 Suspension strip 5 Beam member 6 Restriction member 7 Receiving member 8 Stopping member 9 Outer frame 10 Opening 11 Screw hole 12 Support plate 13 Connecting short pipe 14 Through hole 15 Split pin 16 Fixing nut 17 Connecting bolt 18 Reinforcement beam 19 Panel plate 20 Mounting plate 21 Fixing plate 22 Fixing bolt 23 Eye bolt 24 Connecting pipe 25 Clamp

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 パネル部材の端部を支持するとともに、
パネル部材の幅方向の移動を規制する規制部材を有する
受け部材を、所定間隔毎に梁部材の側面に設けた主梁
と、 一対の主梁を受け部材同士が対面するように離間して並
行配設し、受け部材上に載置して固定するパネル部材
と、 よりなる工事用組立式足場。
1. An end portion of a panel member is supported.
A receiving member having a regulating member that regulates the widthwise movement of the panel member is separated from and parallel to a main beam provided on a side surface of the beam member at predetermined intervals so that the pair of main beams face each other. An assembling scaffold for construction, consisting of a panel member to be arranged, mounted on a receiving member and fixed.
【請求項2】 パネル部材の端部を支持するとともに、
パネル部材の幅方向の移動を規制する規制部材を有する
受け部材を、所定間隔毎に梁部材の側面に固着し、吊下
条等と連結する止め部材を、所定間隔毎に梁部材の上面
に設けた主梁と、 一対の主梁を受け部材同士が対面するように離間して並
行配設し、受け部材上に載置して固定するパネル部材
と、 よりなる工事用組立式足場。
2. Supporting the end of the panel member,
A receiving member having a regulating member for regulating the movement of the panel member in the width direction is fixed to the side surface of the beam member at predetermined intervals, and a stop member connected to the hanging strip or the like is provided on the upper surface of the beam member at predetermined intervals. An assembling scaffold for construction, comprising: a provided main beam; and a panel member which is disposed in parallel with a pair of main beams separated from each other so that the receiving members face each other, and mounted and fixed on the receiving member.
【請求項3】 主梁の端面にそれぞれ連結用の凹凸を設
けた請求項1又は請求項2記載の工事用組立式足場。
3. An assembling scaffold for construction according to claim 1, wherein the end faces of the main beam are provided with connection irregularities.
JP16645594A 1994-07-19 1994-07-19 Assembly type scaffold for construction Expired - Lifetime JP2924649B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16645594A JP2924649B2 (en) 1994-07-19 1994-07-19 Assembly type scaffold for construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16645594A JP2924649B2 (en) 1994-07-19 1994-07-19 Assembly type scaffold for construction

Publications (2)

Publication Number Publication Date
JPH0828033A JPH0828033A (en) 1996-01-30
JP2924649B2 true JP2924649B2 (en) 1999-07-26

Family

ID=15831728

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16645594A Expired - Lifetime JP2924649B2 (en) 1994-07-19 1994-07-19 Assembly type scaffold for construction

Country Status (1)

Country Link
JP (1) JP2924649B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102207377B1 (en) * 2019-05-16 2021-01-25 한은석 Work plate with lower support for multiple split ends

Also Published As

Publication number Publication date
JPH0828033A (en) 1996-01-30

Similar Documents

Publication Publication Date Title
JP2924649B2 (en) Assembly type scaffold for construction
JP2924659B2 (en) Construction method of assembling scaffold
JP3761800B2 (en) Scaffolding bracket, scaffolding frame and scaffold construction method
JP3386785B2 (en) Scaffolding support device and scaffold device in bridge structure
JP3045043U (en) Construction fittings
JP3047743B2 (en) Assembly type scaffold for construction
JP3120301U (en) Morning glory construction member of panel type suspension scaffold
JP2002275829A (en) Installing structure of bridge floorboard form and bridge main girder
JPH11107218A (en) Suspended scaffold and method of assembly construction thereof
JP2617740B2 (en) Formwork equipment
JP2832817B2 (en) METHOD OF REINFORCING H-TYPE STEEL FOR TEMPORARY GIRDER, REINFORCING METAL AND REINFORCING STRUCTURE USING THE REINFORCING METAL
JP2923200B2 (en) Materials for hanging scaffolds
JP2001049623A (en) H-steel arm scaffolding and method for constructing the same
JP3018419U (en) Splicer
JPH08184179A (en) Side surface protecting wall assembling method for suspended scaffold and side surface protecting panel therefor
JP3112767B2 (en) Suspension tool for scaffold erection and scaffold erection method
JP2540356B2 (en) Temporary handrail device for iron stairs
JP3420187B2 (en) Scaffolding unit and scaffolding device in bridge structure
JP3443190B2 (en) Work stage mounting bracket and work stage
JP3940777B2 (en) Wooden shaft joint
JPH08184178A (en) Connection space cover for suspended scaffold and connection space covering structure
JPH0882090A (en) Structure for connecting main beam of scaffold longitudinally
JP4030376B2 (en) Climbing beam connecting device
JP2593628Y2 (en) Tent frame connection structure
JP3020190U (en) Metal fittings for wooden members in wooden buildings

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080507

Year of fee payment: 9

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090507

Year of fee payment: 10

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 11

Free format text: PAYMENT UNTIL: 20100507

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100507

Year of fee payment: 11

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100507

Year of fee payment: 11

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110507

Year of fee payment: 12

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110507

Year of fee payment: 12

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120507

Year of fee payment: 13

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 13

Free format text: PAYMENT UNTIL: 20120507

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 13

Free format text: PAYMENT UNTIL: 20120507

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 14

Free format text: PAYMENT UNTIL: 20130507

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130507

Year of fee payment: 14

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140507

Year of fee payment: 15

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term