JPH0683841U - Structure of doorway frame scaffolding - Google Patents

Structure of doorway frame scaffolding

Info

Publication number
JPH0683841U
JPH0683841U JP3188393U JP3188393U JPH0683841U JP H0683841 U JPH0683841 U JP H0683841U JP 3188393 U JP3188393 U JP 3188393U JP 3188393 U JP3188393 U JP 3188393U JP H0683841 U JPH0683841 U JP H0683841U
Authority
JP
Japan
Prior art keywords
frame
building
frames
base
scaffolding
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
Application number
JP3188393U
Other languages
Japanese (ja)
Other versions
JP2562206Y2 (en
Inventor
孝之 竹内
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.)
Takenaka Corp
Original Assignee
Takenaka 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 Takenaka Corp filed Critical Takenaka Corp
Priority to JP3188393U priority Critical patent/JP2562206Y2/en
Publication of JPH0683841U publication Critical patent/JPH0683841U/en
Application granted granted Critical
Publication of JP2562206Y2 publication Critical patent/JP2562206Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Movable Scaffolding (AREA)

Abstract

(57)【要約】 【目的】 出入口用枠組足場の組立・解体作業時におけ
る建枠の転倒ならびに落下を防止する。 【構成】 所定間隔を隔てて枠組した支持枠の上部にわ
たって梁枠6を架け渡すとともに、その梁枠6の長手方
向に所定間隔を隔ててベース枠7を外嵌保持させ、回転
防止具13により、梁枠6に対するベース枠7の回転を
防止し、隣合うベース枠7,7に足場板を架設するとと
もに、ベース枠7に建枠を立設し、建枠どうしを補強ブ
レースで連結して支持枠と梁枠6との間に出入り口を形
成する。
(57) [Summary] [Purpose] To prevent the falling and falling of the building frame during the assembly / disassembly work of the entrance / exit frame scaffolding. A beam frame 6 is bridged over an upper portion of a support frame that is framed at a predetermined interval, and a base frame 7 is externally fitted and held at a predetermined interval in the longitudinal direction of the beam frame 6 by an anti-rotation tool 13. The rotation of the base frame 7 with respect to the beam frame 6 is prevented, the scaffolding plates are installed on the adjacent base frames 7, 7, the building frames are erected on the base frame 7, and the building frames are connected by the reinforcing brace. An entrance is formed between the support frame and the beam frame 6.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、作業現場において枠組足場により出入口を形成する出入口用枠組足 場の構造に関する。 The present invention relates to a structure of an entrance / exit frame scaffold that forms an entrance / exit by a framework scaffold at a work site.

【0002】[0002]

【従来の技術】[Prior art]

上述のような出入口用枠組足場を構成する場合、従来では、所定間隔を隔てて 枠組した支持枠の上部にわたって梁枠を架け渡すとともに、その梁枠の長手方向 に所定間隔を隔ててベース枠を外嵌保持させ、隣合うベース枠に足場板を架設す るとともに、ベース枠に建枠を立設し、その建枠どうしを補強ブレースで連結し て支持枠と梁枠との間に出入り口を形成している。そして、解体は、逆の手順に よって行っている。 In the case of constructing an entrance / exit frame scaffolding as described above, conventionally, a beam frame is bridged over the upper part of a support frame that is framed at a predetermined interval, and a base frame is also spaced at a predetermined interval in the longitudinal direction of the beam frame. The outer frame is fitted and held, the scaffolding boards are installed on the adjacent base frames, the building frames are erected on the base frames, and the building frames are connected by the reinforcing braces to form an entrance / exit between the support frame and the beam frame. Is forming. And dismantling is performed by the reverse procedure.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

しかしながら、組立作業時には、建枠どうしを補強ブレースで連結するまでの 間において、また、解体作業時には、補強ブレースを建枠から取り外した後にお いて、それぞれベース枠が梁枠に対して回転し、それに伴って建枠が不測に転倒 し、ときには足場板とともに落下するなど安全性が低い欠点があった。 However, during the assembly work, before connecting the building frames with the reinforcing brace, and during the dismantling work, after removing the reinforcing brace from the building frame, the base frame rotates with respect to the beam frame, respectively. Along with that, the construction frame fell over unexpectedly and sometimes dropped with the scaffolding plate, which was a drawback of low safety.

【0004】 本考案は、上述のような事情に鑑みてなされたものであって、出入口用枠組足 場の組立・解体作業時における建枠の転倒ならびに落下を防止できるようにする ことを目的とする。The present invention has been made in view of the above circumstances, and an object of the present invention is to prevent falling and falling of a building frame during assembly / disassembly work of a doorway frame scaffolding. To do.

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

本考案は、上述のような目的を達成するために、所定間隔を隔てて枠組した支 持枠の上部にわたって梁枠を架け渡すとともに、その梁枠の長手方向に所定間隔 を隔ててベース枠を外嵌保持させ、隣合うベース枠に足場板を架設するとともに 、ベース枠に建枠を立設し、建枠どうしを補強ブレースで連結して支持枠と梁枠 との間に出入り口を形成した出入口用枠組足場の構造において、ベース枠に、梁 枠に対する回転防止具を付設して構成する。 In order to achieve the above-mentioned object, the present invention bridges a beam frame over the upper part of a supporting frame that is framed at a predetermined interval, and at the same time, installs a base frame at a predetermined interval in the longitudinal direction of the beam frame. It is fitted and held, the scaffolding plate is installed on the adjacent base frames, the building frames are erected on the base frames, and the building frames are connected by the reinforcing braces to form the entrance and exit between the support frame and the beam frame. In the structure of the entrance / exit frame scaffolding, the base frame shall be equipped with a rotation prevention tool for the beam frame.

【0006】[0006]

【作用】[Action]

本考案の出入口用枠組足場の構造の構成によれば、組立作業時には、梁枠の長 手方向に所定間隔を隔ててベース枠を外嵌保持させるときに、回転防止具により 、梁枠に対するベース枠の回転を阻止し、その回転を阻止した状態でベース枠に 建枠を立設することができる。 一方、解体作業時には、建枠をベース枠から外すまでの間、回転防止具により 、梁枠に対するベース枠の回転を阻止した状態に維持することができる。 According to the configuration of the structure of the entrance / exit frame scaffolding according to the present invention, during the assembly work, when the base frame is externally fitted and held at a predetermined interval in the longitudinal direction of the beam frame, the rotation prevention tool prevents the base frame from the beam frame. The building frame can be erected on the base frame with the rotation of the frame blocked. On the other hand, during the dismantling work, the rotation preventing tool can keep the rotation of the base frame with respect to the beam frame blocked until the building frame is removed from the base frame.

【0007】[0007]

【実施例】【Example】

次に、本考案の実施例を図面に基づいて詳細に説明する。 Next, an embodiment of the present invention will be described in detail with reference to the drawings.

【0008】 図1は本考案に係る出入口用枠組足場の構造の実施例を示す全体概略正面図で あり、門形状の第1の建枠1,1が平行に設置され、その上部に第1の足場板2 が架設されるとともに、第1の補強ブレース3で第1の建枠1,1どうしが補強 連結され、それらを上下方向に三段積み重ね、所定間隔を隔てて支持枠4が枠組 されている。FIG. 1 is an overall schematic front view showing an embodiment of the structure of an entrance / exit frame scaffold according to the present invention, in which first gate-shaped building frames 1, 1 are installed in parallel, and the first building frames 1, 1 are arranged above them. The scaffolding board 2 is erected, and the first building frames 1 and 1 are reinforced and connected by the first reinforcing brace 3, and they are vertically stacked in three stages, and the supporting frames 4 are framed at predetermined intervals. Has been done.

【0009】 図2の要部の斜視図に示すように、支持枠4,4の上部にわたり、第1の建枠 1の上部に嵌入保持した掛け金具5を介して梯子状の梁枠6が架け渡されるとと もに、両梁枠6,6にわたって、その長手方向に所定間隔を隔ててベース枠7, 7が外嵌保持されている。As shown in the perspective view of the main part of FIG. 2, a ladder-shaped beam frame 6 is extended across the upper portions of the support frames 4 and 4 via a metal fitting 5 fitted and held on the upper portion of the first building frame 1. In addition to being bridged, base frames 7, 7 are externally fitted and held over both beam frames 6, 6 at predetermined intervals in the longitudinal direction.

【0010】 図3の要部の側面図に示すように、ベース枠7の長手方向両端それぞれには、 梁枠6の上枠6aに外嵌係止する係止部材8が溶接によって一体連接されるとと もに、その係止部材8,8それぞれに、ナット9を溶接したブラケット10が溶 接により一体連接され、かつ、ナット9に蝶ボルト11が螺合されるとともに、 ブラケット10に蝶ボルト11の先端を嵌入する凹部12が形成され、梁枠6の 上枠6aに係止部材8を外嵌係止してベース枠7を梁枠6,6に外嵌保持させた 後、蝶ボルト11を締め込むことにより、ベース枠7が梁枠6に対して回転する ことを防止するように回転防止具13が構成されている。As shown in the side view of the main part of FIG. 3, locking members 8 for externally fitting and locking the upper frame 6 a of the beam frame 6 are integrally connected to both ends of the base frame 7 in the longitudinal direction by welding. At the same time, a bracket 10 to which a nut 9 is welded is integrally connected to each of the locking members 8 by welding, and a butterfly bolt 11 is screwed to the nut 9 and a butterfly is attached to the bracket 10. A recess 12 into which the tip of the bolt 11 is fitted is formed, and the locking member 8 is fitted and locked on the upper frame 6a of the beam frame 6 to hold the base frame 7 on the beam frames 6 and 6, and then the butterfly The rotation preventing tool 13 is configured to prevent the base frame 7 from rotating with respect to the beam frame 6 by tightening the bolt 11.

【0011】 図4の要部の斜視図に示すように、支持枠4,4を構成する第1の建枠1,1 の上部とベース枠7,7にわたって第2の足場板14…が架設され、更に、図5 の要部の斜視図に示すように、支持枠4,4を構成する第1の建枠1,1の上部 とベース枠7,7それぞれに、第2の建枠15…が立設されるとともに、隣合う 第2の建枠15,15…どうしが第2の補強ブレース16を介して連結されてい る。As shown in the perspective view of the main part of FIG. 4, second scaffolding plates 14 ... Are laid across the upper parts of the first building frames 1, 1 constituting the support frames 4, 4 and the base frames 7, 7. Further, as shown in the perspective view of the main part of FIG. 5, the second building frame 15 is attached to the upper part of the first building frames 1, 1 and the base frames 7, 7 which form the support frames 4, 4. ... are erected, and the adjacent second building frames 15, 15 are connected to each other via the second reinforcing brace 16.

【0012】 以上の構成により、ベース枠7が梁枠6に対して回転することを防止し、組立 作業時には、第2の補強ブレース16…を連結する前でも、ベース枠7に立姿勢 を維持する状態で第2の建枠15を外嵌保持させて立設でき、また、解体作業時 には、第2の補強ブレース16…を取り外した後でも、ベース枠7に立姿勢を維 持する状態で第2の建枠15を外嵌保持でき、第2の建枠15…が転倒したり落 下したりすることを確実に防止できる。With the above configuration, the base frame 7 is prevented from rotating with respect to the beam frame 6, and the base frame 7 is maintained in the standing posture even before the second reinforcing braces 16 are connected during the assembly work. In this state, the second building frame 15 can be fitted and held upright and can be erected. In the dismantling work, the base frame 7 can be maintained in the standing posture even after the second reinforcing brace 16 ... Is removed. In this state, the second building frame 15 can be fitted and held, and the second building frame 15 can be reliably prevented from falling or falling.

【0013】 上記実施例では、回転防止具13を、蝶ボルト11で構成しているが、例えば 、ブラケット10に、アングル部材を鉛直方向の軸芯周りで回転可能に取り付け 、梁枠6に外嵌保持させた後にアングル部材を回転させることにより、その水平 部分を梁枠6の上枠6aの下方に位置させるように構成するなど各種の構成が採 用できる。In the above embodiment, the rotation preventing tool 13 is constituted by the butterfly bolt 11. However, for example, an angle member is attached to the bracket 10 so as to be rotatable around a vertical axis, and is attached to the beam frame 6. By rotating the angle member after the fitting and holding, various structures can be adopted such that the horizontal portion thereof is positioned below the upper frame 6a of the beam frame 6.

【0014】[0014]

【考案の効果】[Effect of device]

以上説明したように、本考案の出入口用枠組足場の構造によれば、組立作業時 および解体作業時のいずれにおいても、回転防止具により、梁枠に対するベース 枠の回転を阻止するから、補強ブレースが連結されていない状態であっても、建 枠を立姿勢に維持できて、その転倒ならびに落下を防止でき、安全性を向上でき るようになった。 As described above, according to the structure of the entrance / exit frame scaffold of the present invention, the rotation of the base frame with respect to the beam frame is prevented by the rotation preventing tool during both the assembly work and the disassembly work. Even when the is not connected, the building frame can be maintained in a standing posture, and it can be prevented from falling and falling, improving safety.

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

【図1】本考案に係る出入口用枠組足場の構造の実施例
を示す全体概略正面図である。
FIG. 1 is an overall schematic front view showing an embodiment of the structure of a doorway frame scaffold according to the present invention.

【図2】要部の斜視図である。FIG. 2 is a perspective view of a main part.

【図3】要部の側面図である。FIG. 3 is a side view of a main part.

【図4】要部の斜視図である。FIG. 4 is a perspective view of a main part.

【図5】要部の斜視図である。FIG. 5 is a perspective view of a main part.

【符号の説明】[Explanation of symbols]

4…支持枠 6…梁枠 7…ベース枠 13…回転防止具 14…第2の足場板 15…第2の建枠 16…第2の補強ブレース 4 ... Support frame 6 ... Beam frame 7 ... Base frame 13 ... Anti-rotation tool 14 ... Second scaffolding plate 15 ... Second building frame 16 ... Second reinforcing brace

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 所定間隔を隔てて枠組した支持枠の上部
にわたって梁枠を架け渡すとともに、その梁枠の長手方
向に所定間隔を隔ててベース枠を外嵌保持させ、隣合う
ベース枠に足場板を架設するとともに、前記ベース枠に
建枠を立設し、前記建枠どうしを補強ブレースで連結し
て前記支持枠と前記梁枠との間に出入り口を形成した出
入口用枠組足場の構造であって、前記ベース枠に、前記
梁枠に対する回転防止具を付設したことを特徴とする出
入口用枠組足場の構造。
1. A scaffold is mounted on an adjacent base frame while the beam frame is bridged over an upper portion of a support frame that is framed at a predetermined interval, and the base frame is externally fitted and held at a predetermined interval in the longitudinal direction of the beam frame. With a structure of a doorway frame scaffolding in which a board is erected, a building frame is erected on the base frame, and the building frames are connected by a reinforcing brace to form a doorway between the support frame and the beam frame. A structure for an entrance / exit frame scaffold, characterized in that the base frame is provided with an anti-rotation tool for the beam frame.
JP3188393U 1993-05-20 1993-05-20 Structure of entrance scaffolding scaffold Expired - Fee Related JP2562206Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3188393U JP2562206Y2 (en) 1993-05-20 1993-05-20 Structure of entrance scaffolding scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3188393U JP2562206Y2 (en) 1993-05-20 1993-05-20 Structure of entrance scaffolding scaffold

Publications (2)

Publication Number Publication Date
JPH0683841U true JPH0683841U (en) 1994-12-02
JP2562206Y2 JP2562206Y2 (en) 1998-02-10

Family

ID=12343441

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3188393U Expired - Fee Related JP2562206Y2 (en) 1993-05-20 1993-05-20 Structure of entrance scaffolding scaffold

Country Status (1)

Country Link
JP (1) JP2562206Y2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009287304A (en) * 2008-05-30 2009-12-10 Alinco Inc Scaffold beam frame
WO2024009207A1 (en) * 2022-07-04 2024-01-11 Guidara Antonio Scaffolding structure comprising beam elements for the realization of apertures

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009287304A (en) * 2008-05-30 2009-12-10 Alinco Inc Scaffold beam frame
WO2024009207A1 (en) * 2022-07-04 2024-01-11 Guidara Antonio Scaffolding structure comprising beam elements for the realization of apertures

Also Published As

Publication number Publication date
JP2562206Y2 (en) 1998-02-10

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