JPH09296599A - Scaffolding device for high lift work, intermediate support device for scaffolding board for high lift work, and leg member used therefor - Google Patents

Scaffolding device for high lift work, intermediate support device for scaffolding board for high lift work, and leg member used therefor

Info

Publication number
JPH09296599A
JPH09296599A JP13582596A JP13582596A JPH09296599A JP H09296599 A JPH09296599 A JP H09296599A JP 13582596 A JP13582596 A JP 13582596A JP 13582596 A JP13582596 A JP 13582596A JP H09296599 A JPH09296599 A JP H09296599A
Authority
JP
Japan
Prior art keywords
scaffolding
main
work
ground
plate
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
JP13582596A
Other languages
Japanese (ja)
Other versions
JP2899867B2 (en
Inventor
Takashi Matsuoka
▲たかし▼ 松岡
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.)
MATSUOKA KENKI KK
Original Assignee
MATSUOKA KENKI 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 MATSUOKA KENKI KK filed Critical MATSUOKA KENKI KK
Priority to JP13582596A priority Critical patent/JP2899867B2/en
Publication of JPH09296599A publication Critical patent/JPH09296599A/en
Application granted granted Critical
Publication of JP2899867B2 publication Critical patent/JP2899867B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a scaffoling device that can set a scaffolding board for work to a high place easily and rapidly at the time of setting the scaffolding board to the high place to perform high lift work of a building side wall or the like and can adjust and set the scaffolding board into a position suited to work contents on demand besides being usable even under such conditions as a narrow construction site. SOLUTION: A scaffolding device for high lift work consists of main supports 2 parallelly placed against a building side wall in the state of leg members 5 mounted to the lower ends being fixed to the ground 11 by spike pins, and joint parts 9 at the upper ends being brought into contact with the building side wall 10, and scaffolding board brackets 4 mounted on the main supports 2 slidably in the longitudinal direction of the main supports and provided with a working scaffolding board 6 placed across. This scaffolding device is further provided with locking means each of which is formed of a locking edge 7 of the main support 2 and a lock pin of the support member 3 so as to lock the ascent position of the support member 3 and to loosen a locking claw by the operation of an operating rope from the ground to enable the support member 3 descend.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、建物側壁の諸工事
や建物雨樋工事等を施工するに際して使用する高所作業
用足場装置と、高所作業用足場板の中間支柱装置、なら
びに、それ等に装着する脚部材に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a scaffolding device for aerial work, which is used to perform various works such as building side wall work and building gutter work, and an intermediate strut device for scaffolding plate for aerial work, and the same. The present invention relates to a leg member to be mounted on a vehicle.

【0002】[0002]

【従来の技術】建物側壁の諸工事や建物雨樋工事等を施
工する場合は、高所作業にして建物壁面に沿って若干移
動する作業スペースと工事資材を載せる資材スペースが
必要になるので、一般的には、工事対象の建物側壁に沿
って「バー材を骨組した足場装置」を仮設し、その足場
装置に設けた作業用足場板に作業者が載ると共に工事用
資材を置いて作業し、作業完了後にはその仮設足場を撤
去する方法が採られている。
2. Description of the Related Art When performing various constructions on a building side wall, such as a building gutter construction, a work space for moving a little along the building wall and a material space for mounting construction materials are required for working at high places. Generally, a "scaffolding device with framed bar material" is temporarily installed along the side wall of the building to be constructed, and the worker places it on the scaffolding plate for work installed on the scaffolding device and puts the construction material on the work site. After the work is completed, the temporary scaffolding is removed.

【0003】[0003]

【発明が解決しようとする課題】以上の従来の高所作業
用足場装置は、工事上の安全性を充分に確保する必要が
あるので足場工事の専門者に依頼せざるを得なく、その
上、工事対象の建物側壁の全面に沿ってバー材を骨組み
してセットするので、大がかりな装置になる。従って、
その仮設・撤去に相当の人員と日数を要して、建物側壁
等の主工事の準備作業に過ぎない工事用足場設定に相当
の経費と工事期間が消費され、建物側壁工事等の工事主
体のコスト高と工事期間の徒長化をもたらす難点があ
る。そして、特に、主工事が簡単な部分的補修工事やメ
ンテナンス・リフォーム工事では、その難点が顕著にな
る。
Since the above conventional scaffolding apparatus for working at high places needs to secure sufficient safety in construction, it is inevitable to ask a scaffolding construction expert. Since the bar material is framed and set along the entire side wall of the target building, it becomes a large-scale device. Therefore,
It takes a considerable number of personnel and days for temporary construction and removal, and considerable cost and construction period are consumed to set up the scaffolding for construction, which is only preparatory work for the main work such as building side walls. There are drawbacks that increase the cost and lengthen the construction period. And, especially in the case of partial repair work and maintenance / reform work where the main work is simple, the difficulty becomes remarkable.

【0004】さらに、従来の高所作業用足場は安全性確
保の見地から、作業用足場板の支承スパンを1.8メー
トル以下等に規制する必要があるので、バー材による骨
組み構造が極めて複雑化し、前記の難点が助長されると
共に、その足場板の高さと作業内容に適した建物との相
対空間の調整ができないので、工事がやりずらくなるこ
とがあり、工事品質と作業能率に影響する。
Further, in the conventional scaffolding for working at high places, from the viewpoint of ensuring safety, it is necessary to restrict the bearing span of the scaffolding plate for work to 1.8 m or less, so that the frame structure made of bar material is extremely complicated. In addition to the above-mentioned difficulties, the height of the scaffolding plate and the relative space with the building that is suitable for the work content cannot be adjusted, which may make the construction difficult and affect the construction quality and work efficiency. To do.

【0005】一方、伸縮自在のブームの先端に作業用ボ
ックス・バスケットを設けた高所作業車も普及している
ものの、狭い道路や狭隘な作業現場に進入できないの
で、そのようなケースでは前記の骨組み足場に頼らざる
を得なくなるのが実情である。本発明は以上の従来技術
の諸難点を解消する高所作業用足場装置等を提供するも
のである。
On the other hand, although an aerial work vehicle in which a work box / basket is provided at the end of an extendable boom is also popular, it cannot enter a narrow road or a narrow work site. The reality is that we have to rely on skeleton scaffolds. The present invention provides a scaffolding device for work in high places, which solves the above-mentioned problems of the prior art.

【0006】[0006]

【課題を解決するための手段】以上の技術課題を解決す
る本発明は「下端を地面等に定置して任意スパンの並立
姿勢で建物側壁等に立て掛ける主支柱と、前記主支柱の
それぞれの長手方向にスライド自在に組合せられて足場
板ブラケットを備えた支承部材からなり、前記支承部材
は、下方から押し上げることによって前記立て掛け姿勢
の前記主支柱を上昇して任意位置に係止可能になると共
に、前記地面上等からの手動操作によって前記係止が解
離可能になる係止手段を有し、前記任意位置に係止セッ
トした前記支承部材の足場板ブラケット間に、作業用足
場板を渡設する構造を特徴とする高所作業用足場装置」
と、
SUMMARY OF THE INVENTION The present invention for solving the above-mentioned technical problems is "a main strut which has its lower end set on the ground or the like and leans against a building side wall or the like in an upright posture with an arbitrary span, and the longitudinal length of each of the main strut. And a supporting member provided with a scaffolding plate bracket slidably combined in a direction, the supporting member being able to be lifted from below to raise the main column in the leaning posture and to be locked at an arbitrary position, A scaffolding plate for work is provided between the scaffolding plate brackets of the support member, which has locking means that allows the locking to be disengaged by manual operation from above the ground, etc. Scaffolding device for aerial work characterized by structure "
When,

【0007】「下端を地面等に定置して建物側壁等に立
て掛ける主支柱と、前記主支柱の長手方向にスライド自
在に組合せられて足場板ブラケットを備えた支承部材か
らなり、前記支承部材は、下方から押し上げることによ
って前記立て掛け姿勢の前記主支柱を上昇して任意位置
に係止可能になると共に、前記地面上等からの手動操作
によって前記係止が解離可能になる係止手段を有し、前
記任意位置に係止セットした前記支承部材の足場板ブラ
ケットによって、高所に渡設されている工事用足場板の
支承スパンの中間を支承する構造からなる高所作業用足
場板の中間支柱装置」と、
"A main strut having its lower end set on the ground or the like and leaning against a side wall of a building, and a supporting member provided with a scaffolding plate bracket slidably combined in the longitudinal direction of the main strut. By pushing up from below, the main column in the leaning position can be raised to be locked at an arbitrary position, and the locking means can be disengaged by manual operation from the ground or the like, An intermediate strut device for a scaffolding plate for working at high places, which has a structure in which the scaffolding plate bracket of the supporting member set to be locked at the arbitrary position supports the middle of the bearing span of the scaffolding plate for construction installed at a high place. "When,

【0008】「接地板を有して、前記高所作業用足場装
置・前記高所作業用足場板の中間支柱装置の主支柱の脚
部に着脱自在に装着し、スパイクピンまたはロックウエ
イトによって前記接地板を地面等に係止固定する係止手
段を備えた脚部材」になっている。
"Having a grounding plate, the scaffolding device for working at high places and the scaffolding plate for working at high places are detachably attached to the legs of the main columns of the intermediate column device, and are mounted by spike pins or lock weights. It is a leg member having locking means for locking and fixing the ground plate to the ground or the like. "

【0009】そして、前記構成の高所作業用足場装置は
「前記の主支柱・支承部材・足場板ブラケット・脚部
材」の主要構成部材を使用現地で組立てる構造にした
り、主支柱上をスライド移動する支承部材を長尺バー形
状にして、その上半部分を主支柱から突き出す姿勢にセ
ットして、上端を建物側壁等に接触させて足場装置の立
て掛けポイントになし、作業用足場板の渡設位置を地面
から高位置に設定可能にする構成にしたり、さらに、運
搬格納の便宜を考慮して主支柱を接続分離自在の継ぎ柱
構造」にする等の態様が採択される。
The above-structured scaffolding device for high-altitude work uses the main constituent members of the "main strut / supporting member / scaffolding plate bracket / leg member" on-site, or slides on the main strut. Set the supporting member in the shape of a long bar, set the upper half of it so that it protrudes from the main pillar, and make the upper end contact the building side wall etc. to make it a standing point for the scaffolding device, and set up a scaffolding board for work. A mode in which the position can be set to a high position from the ground, and a main pillar is a joint pillar structure in which the main pillar can be connected and separated in consideration of the convenience of transportation and storage is adopted.

【0010】さらに、前記の中間支柱装置は、例えば、
従来構造の高所作業足場や通常の梯子間に渡した作業用
足場板の支承スパンの中間支柱として広く応用する。
Further, the above-mentioned intermediate strut device is, for example,
Widely applied as an intermediate strut for a conventional work platform for aerial work or a support span of a scaffolding plate for work that is passed between ordinary ladders.

【0011】[0011]

【作用】以上の構成の本発明の高所作業用足場装置は、
一対の主支柱を工事対象の建物側壁等に立て掛け、その
立て掛け姿勢の主支柱に組合せた支承部材の足場板ブラ
ケット間に足場板を渡設して工事現場にセットし、しか
るのち、その支承部材の下端を左右交互に適量づつ押し
上げて主支柱に係止して昇らせると、一人の作業員によ
って所要高さに作業用足場板をセットした高所作業用足
場が短時間に設定できる。そして、上昇係止状態の支承
部材の主支柱への係止を、地面上からの操作によって解
離し、その支承部材を左右交互に適量づつ下降させるこ
とによって原位置に復帰させ、主支柱を建物側壁等から
外して、当該高所作業用足場装置が一人の作業のみによ
って短時間撤去できる。
The above-structured scaffolding device for high-altitude work according to the present invention,
A pair of main columns are leaned against the side wall of the building to be constructed, and the scaffold plates of the supporting members combined with the main columns in the leaning position are placed between the scaffolding plate brackets and set on the construction site. By pushing the lower end of each of the right and left by an appropriate amount and locking it to the main column to raise it, the scaffolding for working at high places in which the scaffolding plate for work is set to the required height by one worker can be set in a short time. Then, the locking of the support member in the ascending locking state to the main pillar is disengaged by an operation on the ground, and the supporting member is returned to the original position by alternately descending right and left by an appropriate amount, and the main pillar is built. The scaffolding device for high-altitude work can be removed for a short time by only one person's work by removing it from the side wall or the like.

【0012】そして、組立て前の構成部材は軽トラック
程度の車輌や人力によって運搬できるので、狭い道路や
狭隘な作業現場の条件でも、運搬設定できる。そして、
スライド自在の支承部材のスライド調整によって作業用
足場板の高さ位置が細かく調整変更できると共に、主支
柱の立て掛け傾斜角の変更によって作業用足場板と工事
壁面との相対空間が調整できるので、作業条件に適合し
たポジションに足場板を設定して、工事をやり易くでき
る。
Since the constituent members before assembly can be carried by a vehicle such as a light truck or by human power, it can be carried and set even under conditions of a narrow road or a narrow work site. And
The height position of the scaffolding plate for work can be finely adjusted and changed by sliding adjustment of the slidable support member, and the relative space between the scaffolding plate for work and the construction wall surface can be adjusted by changing the leaning inclination angle of the main strut. The scaffolding board can be set at a position that suits the conditions to facilitate construction work.

【0013】一方、前記の本発明の高所作業用足場板の
中間支柱装置は、前記の高所作業用足場装置と同様の操
作によって、既設の高所作業用足場板のスパン中間等に
設定して、一人の作業員のみによって簡便かつ迅速に足
場板の中間補強ができる。そして、前記の本発明の脚部
材は、スパイクピンまたはロックウエイトによって接地
板を地面等に固定・係止するので、地面やコンクリート
面等に立設する主支柱の立設姿勢が安定し、足場装置の
安全性が向上する。
On the other hand, the above-described intermediate strut device for scaffolding plate for high-altitude work according to the present invention is set in the middle of the span of the existing scaffolding plate for high-altitude work by the same operation as the scaffolding device for high-altitude work. Then, only one worker can easily and quickly perform intermediate reinforcement of the scaffolding plate. In the leg member of the present invention, the grounding plate is fixed / locked to the ground or the like by the spike pin or the lock weight, so that the standing posture of the main support columns standing on the ground or the concrete surface is stable, and the scaffolding is stable. The safety of the device is improved.

【0014】[0014]

【発明の実施の形態】本発明は以下の各実施例のように
実施される。
BEST MODE FOR CARRYING OUT THE INVENTION The present invention is implemented as in the following embodiments.

【0015】[0015]

【実施例】まず、本発明の高所作業用足場装置1(以
下、単に足場装置1という)の一実施例を示す図1・図
2を参照して、本発明の足場装置1は、下端を地面11
に固定すると共に上端の接合部9を建物側壁10に立て
掛ける長尺バー形状の一対の主支柱2と、主支柱2のそ
れぞれの上に重合して組合せて主支柱2の長手方向にス
ライド自在になり、かつ、主支柱2のそれぞれの概ね半
分長の長尺バー形状の支承部材3によって主要部が構成
され、この支承部材3には細長板体の作業用足場板6を
載せて渡す足場板ブラケット4が着脱自在に設けられて
いる。そして、支承部材3は立て掛け姿勢の主支柱2の
任意位置に係止セットできると共に、地面11上に位置
する作業員の手動操作によって、その係止セット解離し
て支承部材3を下降セットできる係止手段を有してい
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS First, referring to FIG. 1 and FIG. 2 showing an embodiment of a scaffolding device 1 for working at heights (hereinafter, simply referred to as scaffolding device 1) of the present invention, the scaffolding device 1 of the present invention has a lower end. On the ground 11
A pair of long bar-shaped main struts 2 which are fixed to the upper end of the joint 9 and lean against the building side wall 10, and the main struts 2 are superposed on each other and combined to be slidable in the longitudinal direction of the main struts 2. Further, the main part is constituted by the long bar-shaped supporting members 3 each having a substantially half length of the main strut 2, and the scaffolding plates 6 on which the working scaffolding plates 6 of slender plates are placed and passed. The bracket 4 is detachably provided. The support member 3 can be locked and set at an arbitrary position of the main column 2 in a leaning posture, and the support member 3 can be lowered and set by disengaging the lock set by a manual operation of an operator located on the ground 11. It has a stopping means.

【0016】詳しくは(図2参照)、主支柱2・支承部
材3ともアルミニウム製方形筒体からなり、全長約4メ
ートルの主支柱2の上面に、長手方向に連続する鋸刃状
の係止刃7が設けられると共に、支承部材3の主支柱2
への接合面には係止刃7を通すスリット8が切設されて
おり、このスリット8に係止刃7を挿入して重合姿勢に
組合せ、支承部材3に設けた抱着環12によって支承部
材3は主支柱2に重合保持されながら、主支柱2の上を
スライド自在に移動できる。
More specifically (see FIG. 2), both the main support column 2 and the support member 3 are made of aluminum rectangular cylinders, and the upper surface of the main support column 2 having a total length of about 4 meters is locked in a saw blade shape continuous in the longitudinal direction. The blade 7 is provided, and the main column 2 of the support member 3 is provided.
A slit 8 through which the locking blade 7 is inserted is cut on the joint surface to the. The locking blade 7 is inserted into this slit 8 to be combined in a stacking posture, and is supported by a retaining ring 12 provided on the support member 3. The member 3 is slidably movable on the main pillar 2 while being superposed and held on the main pillar 2.

【0017】そして、支承部材3の下端には、回動自在
レバー13の先端に係止ピン14が設けられ、主支柱2
を前記の立て掛け姿勢にすると、係止ピン14が任意位
置の係止刃7と係合して支承部材3の下降を防止し、支
承部材3が主支柱2の任意ポジションに係止セットでき
る。そして、その係止ピン14に連結した操作ロープ1
5を地上の作業員が引いて係止爪14を浮き上がらせる
ことによって(支承部材3を少し押し上げて係止爪14
をルーズにして浮き上げる)、その係止が解離され、支
承部材3は自重によって下降可能に構成されている。そ
して、この実施例の支承部材3には、支承部材3が主支
柱2の上端から突き出す姿勢になったとき、主支柱2の
接合部9に代って、建物側壁10へ接合する立て掛けポ
イント25がアーム状に突設されている。
At the lower end of the support member 3, a locking pin 14 is provided at the tip of the rotatable lever 13, and the main support 2
In the leaning posture described above, the locking pin 14 engages with the locking blade 7 at an arbitrary position to prevent the supporting member 3 from descending, and the supporting member 3 can be locked and set at an arbitrary position of the main column 2. Then, the operation rope 1 connected to the locking pin 14
5 is pulled by a worker on the ground to lift the locking claw 14 (the bearing member 3 is slightly pushed up to move the locking claw 14).
, And the support member 3 is configured to be able to descend by its own weight. Further, in the support member 3 of this embodiment, when the support member 3 is in a posture of protruding from the upper end of the main support column 2, instead of the joint portion 9 of the main support column 2, a leaning point 25 is attached to the building side wall 10. Are projected in the shape of an arm.

【0018】そして、以上の支承部材3には、特公平4
ー75340号公報または意匠登録第730788号に
示される「足場板の支持具」等の足場板ブラケット4が
着脱自在に設けられ、一対の主支柱2に組合せた支承部
材3の足場板ブラケット4に作業用足場板6を渡してセ
ットし、建物側壁10に立て掛けて傾斜姿勢を呈する主
支柱2の任意位置に、作業用足場板6が概ね水平姿勢を
有して設定される。
In addition, the above supporting member 3 has
-75340 gazette or design registration No. 730788, scaffolding plate brackets 4 such as "supporters for scaffolding plates" are detachably provided, and scaffolding plate brackets 4 of bearing members 3 combined with a pair of main columns 2 are attached to scaffolding plate brackets 4. The work scaffolding plate 6 is set over and set, and the work scaffolding plate 6 is set to have an almost horizontal posture at an arbitrary position of the main pillar 2 which leans against the building side wall 10 and assumes an inclined posture.

【0019】なお、この実施例の主支柱2は下端に着脱
自在に装着する脚部材5を備えており、この脚部材5は
地面・コンクリート面等に接合させるI形状の接地板1
6からなり、そのI形の腹板17に主支柱2の下端をボ
ルト締め連結する取着部19と、フランジ板18A・1
8Bにスパイクピン22を通す係止孔21が設けられ、
一方のフランジ板18Aは腹板17に対して回動自在に
連結されている。そして、この実施例の主支柱2は、一
対の主支柱2にワンタッチ着脱して所定スパンSで平行
した状態をクロス状に連結する連結バー32からなる連
結部材が設けられている。
The main pillar 2 of this embodiment is provided with a leg member 5 which is detachably attached to the lower end thereof, and the leg member 5 is an I-shaped ground plate 1 to be joined to the ground, concrete surface or the like.
6, an I-shaped abdominal plate 17 and an attachment part 19 for connecting the lower end of the main support column 2 by bolting, and a flange plate 18A.
8B is provided with a locking hole 21 through which the spike pin 22 passes,
One flange plate 18A is rotatably connected to the abdominal plate 17. The main support column 2 of this embodiment is provided with a connecting member including a connecting bar 32 that connects and disconnects the pair of main support columns 2 with one touch to connect them in a cross shape in parallel with each other at a predetermined span S.

【0020】そして、その回動可能のフランジ板18A
を地面11の事情に合せて回転セットし、係止孔21に
スパイクピン22を打ち込むことによって、主支柱2の
脚部を地面11に充分かつ的確に固定する。なお、この
脚部材5はスパイクピン22に代えて接地板16の裏面
にスパイクピンを突設する形状にしたり、スパイクピン
22が打ち込み不能のコンクリート面等に主支柱2を立
設する場合は、所要重量のロックウエイト23を載置す
ることによって押え付け固定する。なお、図中の24は
足場板ブラケット4間に橋設する安全手すり、26は足
場板6を足場板ブラケット4に止める縛止バンドであ
る。
Then, the rotatable flange plate 18A
Is rotated and set according to the situation of the ground 11, and the spike pin 22 is driven into the locking hole 21 to fix the leg portion of the main support column 2 to the ground 11 sufficiently and accurately. When the leg member 5 has a shape in which a spike pin is provided on the back surface of the ground plate 16 instead of the spike pin 22 or when the main pillar 2 is erected on a concrete surface or the like where the spike pin 22 cannot be driven, The lock weight 23 having a required weight is placed and fixed by pressing. In the figure, 24 is a safety handrail bridged between the scaffolding plate brackets 4, and 26 is a restraining band that stops the scaffolding plate 6 on the scaffolding plate brackets 4.

【0021】以上の図1実施例の足場装置1は、以下の
ように使用される。即ち(図3参照)主支柱2・支承部
材3等の構成部材をばらばら状態で現地搬入し、主支柱
2・支承部材3・脚部材5を組合せて所要スパンSに並
設した主支柱2を工事対象建物側壁10に立て掛けセッ
トすると共に、脚部材5にスパイクピンを打ち込んで固
定する。そして、支承部材3は主支柱2の下半部分の下
死点ポジション3Lに位置して足場板6が渡設される。
The scaffolding device 1 of the embodiment shown in FIG. 1 is used as follows. That is (see FIG. 3), the main support columns 2 and the supporting members 3 and the like are brought into the site in a disassembled state, and the main support columns 2 that are arranged side by side in the required span S by combining the main support columns 2, the supporting members 3, and the leg members 5 are installed. The work is set on the side wall 10 of the building to be leaned against and set, and spike pins are driven into the leg members 5 to be fixed. The support member 3 is located at the bottom dead center position 3L of the lower half portion of the main pillar 2, and the scaffolding plate 6 is provided thereover.

【0022】しかるのち、一方の支承部材3Aを50セ
ンチ程度等の任意ストローク上昇させ、その状態で操作
ロープ15を弛緩させて、自重によって回動下降する係
止爪14を係止刃7にかみ合せて、支承部材3Aの上昇
姿勢を係止ロックする。続いて、他方の支承部材3Bを
同じく上昇させて係止し、以下順次この操作を繰り返し
て順次上昇させ、所定作業位置の3Hにセットして足場
板6を概ね水平姿勢になして高所設定する。
After that, one supporting member 3A is raised by an arbitrary stroke such as about 50 cm, the operating rope 15 is loosened in that state, and the locking claw 14 which rotates and descends by its own weight is engaged with the locking blade 7. In addition, the ascending posture of the support member 3A is locked and locked. Subsequently, the other support member 3B is similarly lifted and locked, and thereafter, this operation is sequentially repeated to sequentially raise, and the scaffold plate 6 is set in a substantially horizontal posture by setting it to a predetermined working position 3H and set at a high position. To do.

【0023】そして、作業者は主支柱2に並設して建物
側壁10に立て掛けた梯子(図示しない)から足場板6
に乗り移ると共に、工事資材を足場板6に載せて当該作
業が行なわれ、その作業完了後は前記の上昇操作と同様
に、支承部材3A・3Bを相互に少量づつ下降させて原
位置に復帰させ、足場板ブラケット4等を外して分解撤
去される。
Then, the worker scaffolds the scaffolding board 6 from a ladder (not shown) which is installed in parallel with the main pillar 2 and leans against the side wall 10 of the building.
At the same time, the construction material is placed on the scaffolding plate 6 and the work is carried out. After the work is completed, the supporting members 3A and 3B are lowered little by little and returned to the original position in the same manner as the above-mentioned raising operation. , The scaffolding plate bracket 4 etc. are removed and disassembled and removed.

【0024】以上の図1実施例の足場装置1は、アルミ
ニウム製の軽量にして工事現場で組立て・解体可能であ
り、建物側壁工事の作業員一人のみでも、自分で組立て
設定して作業を行うと共に、自分一人で解体撤去できる
ので、工事用足場の設定・撤去が低コストにして迅速に
施工できる。さらに、前記実施例のものは、支承部材3
を主支柱2の上端から突き出しセットすることができる
ので、例えば地上5メートル程度の高所作業用足場の設
定が可能になると共に、装着した脚部材5をスパイクピ
ン22で地面に固定したり、ロックウエイト23によっ
てコンクリート面等にも係止固定できるので、脚部の安
定性が良く工事上の安全性が確保できる。そして、主支
柱2の建物側壁10に対する傾斜角と支承部材3の高さ
調整によって、当該工事がやり易い高さと建物側壁10
からの距離に足場板6をセットできるので、当該工事の
工事品質と工事能率が向上する。
The scaffolding device 1 of the embodiment shown in FIG. 1 is made of aluminum and is light in weight and can be assembled and disassembled at a construction site. Only one worker on the side wall of a building can assemble and set the work by himself / herself. At the same time, you can dismantle and remove by yourself, so you can set up and remove construction scaffolding at low cost and quickly construct. Further, the support member 3 of the above embodiment is used.
Since it can be set by protruding from the upper end of the main support column 2, for example, it is possible to set a scaffolding for working at a height of about 5 meters above the ground, and also to fix the attached leg member 5 to the ground with spike pins 22, Since the lock weights 23 can be locked and fixed to a concrete surface or the like, the stability of the legs is good and the safety in construction can be secured. Then, by adjusting the inclination angle of the main pillar 2 with respect to the building side wall 10 and the height of the support member 3, the height and the building side wall 10 that facilitate the construction work can be achieved.
Since the scaffolding plate 6 can be set at a distance from, the construction quality and construction efficiency of the construction is improved.

【0025】続いて、図4を参照して本発明の高所作業
用足場板の中間支柱装置30の一実施例を説明する。即
ち、この中間支柱装置30は図1実施例と同一の主支柱
2と支承部材3からなる単一棒体にして、支承部材3は
主支柱2の長手方向にスライド昇降して任意位置に係止
セットできると共に、支承部材3には、高所に設定され
た足場板6を下側から支える片持梁形状の足場板支承ブ
ラケット31が設けられている。そして、建物側壁10
に立て掛けた一対の梯子33の中間に、この中間支柱装
置30を設定して建物側壁10に立て掛けセットし、広
めスパンの梯子33に支承された足場板6を下側から支
承し、作業荷重や資材荷重によって下方撓したり「フワ
フワ」し易い足場板6を安定支承するようになってい
る。
Next, with reference to FIG. 4, an embodiment of the intermediate strut device 30 of the scaffolding plate for working at high places according to the present invention will be described. That is, the intermediate strut device 30 is a single rod body composed of the same main strut 2 and the supporting member 3 as in the embodiment of FIG. 1, and the supporting member 3 slides up and down in the longitudinal direction of the main strut 2 to engage at an arbitrary position. The supporting member 3 is provided with a cantilever-shaped scaffolding plate support bracket 31 that supports the scaffolding plate 6 set at a high place from below. And the building side wall 10
This intermediate column device 30 is set in the middle of the pair of ladders 33 leaning against each other and set on the side wall 10 of the building, and the scaffolding plate 6 supported by the ladder 33 having a wide span is supported from the lower side to reduce work load and The scaffolding plate 6 that is easily bent and "fluffy" due to the material load is supported stably.

【0026】以上の中間支柱装置30は図1実施例の高
所作業用足場装置1と同様に作業員一人のみで組立て設
定・解体撤去ができるので、高所作業用足場の支柱スパ
ンを規定量(1.8メートル)以内に設定し、当該作業
の安全性が簡便能率的な作業によって確保できる。そし
て、この中間支柱装置30は前記従来構造の高所作業用
足場に後付けして作業足場の安全性を向上したり、或
は、従来構造の高所作業用足場装置に併用して足場板6
を載せる骨組み体の構造を簡素化して、その骨組み体の
設定作業の能率化とコスト低減を図ることができる。
As with the scaffolding device 1 for working at high places of the above-described intermediate strut device 30, only one worker can assemble, set and dismantle the scaffolding device for working at high places. Setting within (1.8 meters), the safety of the work can be secured by simple and efficient work. The intermediate strut device 30 is attached to the scaffold for aerial work in the conventional structure to improve the safety of the work scaffold, or is used together with the scaffolding device for aerial work in the conventional structure to scaffold the plate 6.
It is possible to simplify the structure of the skeleton for mounting the skeleton, and to improve the efficiency of setting work of the skeleton and reduce the cost.

【0027】なお、本発明の高所作業用足場装置1・高
所作業用足場板の中間支柱装置30は前記実施例に限定
されず、図5例示のように、主支柱2を差し込み連結・
分離自在の2′と2″の2部材構成の継ぎ柱構造にして
運搬格納の便宜を向上したり、足場板ブラケット4を他
の構造にしたり、或は、主支柱2の係止刃7を主支柱の
長手方向に間欠配設する部分刃形状にしたり、連結バー
32を省略したりする等の変化がある。
The scaffolding device 1 for working at high places and the intermediate strut device 30 for scaffolding plate for working at high places of the present invention are not limited to the above-mentioned embodiment, and the main strut 2 is inserted and connected as shown in FIG.
Separable 2'and 2 "two-member construction is used to improve the convenience of transportation and storage, or the scaffolding plate bracket 4 may have another structure, or the locking blade 7 of the main support column 2 may be used. There are changes such as a partial blade shape which is intermittently arranged in the longitudinal direction of the main support column and the omission of the connecting bar 32.

【0028】[0028]

【発明の効果】以上の説明のとおり、本発明の高所作業
用足場装置は、建物側壁等の諸工事用の高所作業用足場
が専門の足場設定作業者を要することなく、当該建物工
事等の作業者が一人のみで簡便かつ迅速に設定・撤去が
できるので、建物側壁工事等の主工事のための準備工事
の所要日数・コストが短縮・低減化し、当該主工事の工
事コストの低減と工事期間の短縮化を図ることができ
る。
As described above, the scaffolding device for aerial work according to the present invention does not require a professional scaffold setting operator for the aerial work scaffolding for various works such as building side walls, and the building construction can be performed. Since only one worker can set up and remove it easily and quickly, the number of days and costs required for preparatory work for main work such as building side wall work can be shortened and reduced, and the construction cost of the main work can be reduced. And the construction period can be shortened.

【0029】さらに、本発明の高所作業用足場装置は、
作業用足場板の位置が作業内容の好適位置に随時変更設
定可能であり、建物側壁工事の品質向上と能率化が促進
できると共に、狭い道路や狭隘な作業条件でも、自由に
利用して前記の作用を享受し、広く行なわれる足場使用
高所工事の便宜向上を図ることができる。
Further, the scaffolding device for work in high places of the present invention is
The position of the scaffolding board for work can be changed and set at any time to a suitable position for the work content, which can improve the quality and efficiency of the building side wall construction, and can be used freely even on narrow roads and narrow working conditions. By enjoying the effect, it is possible to improve the convenience of the construction of high places where scaffolding is widely used.

【0030】さらに、本発明の高所作業用足場板の中間
支柱装置は、高所作業用足場板の支承スパンの中間に簡
便かつ迅速に設定し、その足場板の安定性による工事安
全性の向上を図ると共に、一般に広く行われているバー
材骨組みによる足場装置に併用して、そのバー材骨組み
の構造を簡素化し、高所作業用足場装置の設定・撤去コ
ストの低減と工期短縮を可能にし、建物側壁工事等の工
事コストの低減と工期短縮を図ることができる。
Further, the intermediate strut device for scaffolding plates for work at high places according to the present invention is simply and quickly set in the middle of the bearing span of the scaffolding plate for work at high places, and the stability of the scaffolding plate contributes to the construction safety. In addition to making improvements, it can be used in conjunction with the scaffolding device using a bar material framework that is widely used in general, to simplify the structure of the bar material framework and reduce the cost of setting and removing the scaffolding device for work at high places and shortening the construction period. In addition, it is possible to reduce construction costs such as building side wall construction and shorten the construction period.

【0031】さらに、本発明の脚部材は以上の高所作業
用足場装置と高所作業用足場板の支柱装置の立設姿勢が
地面・コンクリート面等の条件に関係なく機械的に安定
し、当該装置の安全性を確保する。以上の諸効果があ
る。
Further, in the leg member of the present invention, the standing postures of the above-mentioned scaffolding device for aerial work and the supporting device of the scaffolding plate for aerial work are mechanically stable irrespective of the conditions such as the ground and concrete surface, Ensure the safety of the device. There are various effects described above.

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

【図1】本発明一実施例の高所作業用足場装置の斜視図FIG. 1 is a perspective view of a scaffolding device for working at heights according to an embodiment of the present invention.

【図2】図1実施例の高所作業用足場装置の要部を示
し、(A)は主支柱と支承部材の重合状態の斜視図、
(B)は足場板ブラケットを装着した支承部材の側面
図、(C)は主支柱と支承部材の重合状態の横断面図、
(D)は脚部材の斜視図
FIG. 2 shows a main part of the scaffolding device for working at heights according to the embodiment shown in FIG. 1, (A) is a perspective view of a main strut and a supporting member in a superposed state,
(B) is a side view of the support member with the scaffolding plate bracket mounted, (C) is a cross-sectional view of the main support column and the support member in a superposed state,
(D) is a perspective view of the leg member

【図3】図1実施例の使用方法と使用状態を示す斜視図FIG. 3 is a perspective view showing a usage method and usage state of the embodiment of FIG.

【図4】本発明一実施例の高所作業用足場板の中間支柱
装置の構造と使用状態を示す斜視図
FIG. 4 is a perspective view showing a structure and a usage state of an intermediate strut device for a scaffolding plate for working in high places according to an embodiment of the present invention.

【図5】本発明の高所作業用足場装置・高所作業用足場
板の中間支柱装置の他の実施例の主支柱の側面断面図
FIG. 5 is a side sectional view of a main strut of another embodiment of the scaffolding device for working at high places / the scaffolding plate for working at high places of the present invention.

【符号の説明】[Explanation of symbols]

1 高所作業用足場装置 2 主支柱 3 支承部材 4 足場板ブラケット 5 脚部材 6 作業用足場板 7 係止刃 8 スリット 9 接合部 10 建物側壁 11 地面 12 抱持環 13 レバー 14 係止ピン 15 操作ロープ 16 接地板 17 腹板 18A・18B フランジ板 19 取着部 21 係止孔 22 スパイクピン 23 ロックウエイト 25 立て掛けポイント 30 中間支柱装置 31 支承ブラケット 32 連結バー 33 梯子 1 Scaffolding device for working at high places 2 Main column 3 Supporting member 4 Scaffolding plate bracket 5 Leg member 6 Scaffolding plate for work 7 Locking blade 8 Slit 9 Joint 10 Building side wall 11 Ground 12 Holding ring 13 Lever 14 Locking pin 15 Operation rope 16 Ground plate 17 Belly plate 18A ・ 18B Flange plate 19 Attachment part 21 Locking hole 22 Spike pin 23 Lock weight 25 Standing point 30 Intermediate support device 31 Support bracket 32 Connecting bar 33 Ladder

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 下端を地面等に定置して任意スパンの並
立姿勢で建物側壁等に立て掛ける主支柱と、前記主支柱
のそれぞれの長手方向にスライド自在に組合せられて足
場板ブラケットを備えた支承部材からなり、前記支承部
材は、下方から押し上げることによって前記立て掛け姿
勢の前記主支柱を上昇して任意位置に係止可能になると
共に、前記地面上等からの手動操作によって前記係止が
解離可能になる係止手段を有し、前記任意位置に係止セ
ットした前記支承部材の足場板ブラケット間に、作業用
足場板を渡設する構造を特徴とする高所作業用足場装
置。
1. A support provided with a main pillar that has its lower end set on the ground or the like and leans against a building side wall in an upright posture with an arbitrary span, and a scaffold plate bracket that is slidably combined in each longitudinal direction of the main pillar. The support member is made up of a member, and by pushing up from below, the main strut in the leaning position can be raised to be locked at an arbitrary position, and the locking can be disengaged by a manual operation from the ground or the like. A scaffolding device for high-altitude work having a structure in which a scaffolding plate for work is provided between the scaffolding plate brackets of the supporting member set to be locked at the arbitrary position.
【請求項2】 主支柱の長手方向に重合して組合せるバ
ー形状にして、かつ、建物側壁等への立て掛けポイント
を上端に有する支承部材からなり、主支柱の上端から上
半部分を突出姿勢にして係止セット可能にした請求項1
の高所作業用足場装置。
2. A support member having a bar shape which is formed by superposing in the longitudinal direction of the main pillar and combined with each other, and has an upper end with a point for leaning against a side wall of a building or the like, and an upper half portion protruding from the upper end of the main pillar. The locking set is made possible by using
Scaffolding device for working in high places.
【請求項3】 足場板ブラケットを支承部材に対して着
脱自在にすると共に、一対の主支柱を連結する連結部材
を設け、分離状態の主支柱と前記足場板ブラケットと前
記連結部材を組立て解体自在に構成した請求項1または
請求項2の高所作業用足場装置。
3. The scaffold plate bracket is detachable from the support member, and a connecting member for connecting a pair of main columns is provided, and the main column in a separated state, the scaffold plate bracket and the connecting member can be assembled and disassembled. The scaffolding device for high-place work according to claim 1 or 2, which is configured as described above.
【請求項4】 主支柱を連結・分離自在の継ぎ柱構造に
した請求項1・請求項2・請求項3のいずれかの高所作
業用足場装置。
4. The scaffolding device for working at high places according to claim 1, claim 2 or claim 3, wherein the main pillar has a joint pillar structure that can be connected and separated.
【請求項5】 下端を地面等に定置して建物側壁等に立
て掛ける主支柱と、前記主支柱の長手方向にスライド自
在に組合せられて足場板ブラケットを備えた支承部材か
らなり、前記支承部材は、下方から押し上げることによ
って前記立て掛け姿勢の前記主支柱を上昇して任意位置
に係止可能になると共に、前記地面上等からの手動操作
によって前記係止が解離可能になる係止手段を有し、前
記任意位置に係止セットした前記支承部材の足場板ブラ
ケットによって、高所に渡設されている工事用足場板の
支承スパンの中間を支承する構造からなる高所作業用足
場板の中間支柱装置。
5. A main pillar having a lower end set on the ground or the like and leaning against a side wall of a building, and a supporting member provided with a scaffolding plate bracket slidably combined in the longitudinal direction of the main pillar. , Having a locking means that allows the main support post in the leaning position to be lifted and locked at an arbitrary position by pushing it up from below, and the locking can be disengaged by a manual operation from the ground or the like. , An intermediate column of a scaffolding plate for working at high places, which has a structure in which the scaffolding plate bracket of the supporting member locked and set at the arbitrary position supports the middle of the bearing span of a scaffolding plate for construction installed at a high place apparatus.
【請求項6】 接地板を有して、請求項1の高所作業用
足場装置の主支柱、または、請求項5の高所作業用足場
板の中間支柱装置の主支柱の脚部に着脱自在に装着さ
れ、かつ、スパイクピンまたはロックウエイトによって
前記接地板を地面等に係止固定する係止手段を備えた構
造からなる脚部材。
6. A main pole of the scaffolding device for working at high places according to claim 1, or a leg of the main strut of the intermediate supporting device of the scaffolding plate for working at high places according to claim 5, which has a ground plate. A leg member having a structure which is freely attached and has a locking means for locking and fixing the ground plate to the ground or the like by a spike pin or a lock weight.
JP13582596A 1996-05-02 1996-05-02 Scaffolding device for working at height, scaffold plate for working at height, and leg member used for them Expired - Fee Related JP2899867B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13582596A JP2899867B2 (en) 1996-05-02 1996-05-02 Scaffolding device for working at height, scaffold plate for working at height, and leg member used for them

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13582596A JP2899867B2 (en) 1996-05-02 1996-05-02 Scaffolding device for working at height, scaffold plate for working at height, and leg member used for them

Publications (2)

Publication Number Publication Date
JPH09296599A true JPH09296599A (en) 1997-11-18
JP2899867B2 JP2899867B2 (en) 1999-06-02

Family

ID=15160680

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13582596A Expired - Fee Related JP2899867B2 (en) 1996-05-02 1996-05-02 Scaffolding device for working at height, scaffold plate for working at height, and leg member used for them

Country Status (1)

Country Link
JP (1) JP2899867B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002155688A (en) * 2000-07-28 2002-05-31 Rikuo Komatsu Scaffolding board supporting structure
JP2015123894A (en) * 2013-12-26 2015-07-06 株式会社ミルックス Work floor for autotruck

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002155688A (en) * 2000-07-28 2002-05-31 Rikuo Komatsu Scaffolding board supporting structure
JP2015123894A (en) * 2013-12-26 2015-07-06 株式会社ミルックス Work floor for autotruck

Also Published As

Publication number Publication date
JP2899867B2 (en) 1999-06-02

Similar Documents

Publication Publication Date Title
US4029173A (en) Foldable scaffold devices
EP0513846A2 (en) Scaffolding
US3684058A (en) Scaffold
JPH10506444A (en) Scaffold assembly
IL238098A (en) Modular, adaptable and foldable apparatus for a climbing crane
US20120006621A1 (en) Movable modular scaffold system for building works and method to form it
US3071205A (en) Adjustable scaffolding
US2593386A (en) Folding scaffold
JPH09296599A (en) Scaffolding device for high lift work, intermediate support device for scaffolding board for high lift work, and leg member used therefor
US6820722B2 (en) Device for use in erecting roof trusses
JP3004217U (en) Stepladder with handrail
CN210264006U (en) Building faces limit structure post construction protection frame
CN109537868B (en) Portable operation platform for hoisting assembled main beams
JPS6350342Y2 (en)
JP4060747B2 (en) Lifting device, lifting tower and transfer device
JP2003247338A (en) Work table
GB2408285A (en) Self-contained extensible mobile access tower
CN220769345U (en) Telescopic and folding guardrail ladder
CN220768773U (en) Building construction frame
CN220014009U (en) Movable scaffold
CN216641368U (en) High-safety foldable crawling frame
JP2004044298A (en) Built-up scaffolding and method of building up the same
CN217518109U (en) Multipurpose operation platform that encorbelments
CN217353425U (en) Lifting folding scaffold
CN213927391U (en) Strutting arrangement for construction

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees