Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP6497835B2 - Work platform - Google Patents
[go: Go Back, main page]

JP6497835B2 - Work platform - Google Patents

Work platform Download PDF

Info

Publication number
JP6497835B2
JP6497835B2 JP2013014540A JP2013014540A JP6497835B2 JP 6497835 B2 JP6497835 B2 JP 6497835B2 JP 2013014540 A JP2013014540 A JP 2013014540A JP 2013014540 A JP2013014540 A JP 2013014540A JP 6497835 B2 JP6497835 B2 JP 6497835B2
Authority
JP
Japan
Prior art keywords
work
support
base
pivotally
rod
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.)
Active
Application number
JP2013014540A
Other languages
Japanese (ja)
Other versions
JP2014145198A (en
Inventor
井上 昭
昭 井上
笠原 靖仁
靖仁 笠原
強 西岡
強 西岡
Original Assignee
ダイヤ精工株式会社
マキ工業株式会社
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 ダイヤ精工株式会社, マキ工業株式会社 filed Critical ダイヤ精工株式会社
Priority to JP2013014540A priority Critical patent/JP6497835B2/en
Publication of JP2014145198A publication Critical patent/JP2014145198A/en
Application granted granted Critical
Publication of JP6497835B2 publication Critical patent/JP6497835B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Movable Scaffolding (AREA)

Description

本発明は、屋内工事用の作業足場台に関するものである。    The present invention relates to a work platform for indoor construction.

屋外工事用の作業足場台の技術分野については、本件発明の一方の出願人において特許第3148886号に係る発明を開発し特許権を取得しているが、これは移動車輪を有する作業台板を折畳みし得る構造に成るものであるところ、屋内工事用の発明としては次のようなものが公知となっている。    In the technical field of work scaffolds for outdoor construction, one of the applicants of the present invention developed an invention according to Patent No. 3148886 and obtained a patent right. As the invention for indoor construction, the following is well known as a structure that can be folded.

特許第2899751号公報Japanese Patent No. 2899751 特許第3909522号公報Japanese Patent No. 3909522 特許第2990376号公報Japanese Patent No. 2990376 実用新案登録第2528462号公報Utility Model Registration No. 2528462 登録実用新案第3035144号公報Registered Utility Model No. 3035144 登録実用新案第3035632号公報Registered Utility Model No. 3035632 Publication

しかしながら、これらの足場板体は、使用時の開口水平状態から不使用時の閉口垂直状態に転向する手段が、専ら二つ折り畳み手段から構成されているものであるため、その全体は2m近い高さの直立状態にあり、不使用時には移動車輪を介して倉庫又は工場の壁際に移動して立て置くが、使用時においては所定場所まで閉口垂直状態に折畳まれている各足場板体を移動しようとするとき、作業員がその進行方向を正確に視認することができない欠点があったし、またその開口のための水平組立て作業には時間がかかる欠点があった。    However, in these scaffold plates, the means for turning from the open horizontal state at the time of use to the closed vertical state at the time of non-use is mainly composed of two folding means. In the upright state, when not in use, it moves to the warehouse or factory wall via a moving wheel and puts it upright, but when in use, each scaffold plate folded in a closed vertical state is moved to a predetermined location. When trying to do so, there was a disadvantage that the worker could not visually recognize the traveling direction accurately, and the horizontal assembly work for the opening took time.

そこで、本出願人にあっては、これらの欠点を除去した合理的で作業性の良い屋内用作業足場台を提供することを目的とする特願2011−37332号(特開2012−172464)に係る発明をしている。    Therefore, the applicant of the present application disclosed in Japanese Patent Application No. 2011-37332 (Japanese Patent Application Laid-Open No. 2012-172464) for the purpose of providing a reasonable and workable indoor work platform that eliminates these disadvantages. I have such an invention.

しかしながら、この先願発明にあっては次のような欠点があることから、それらを解消することを本発明は目的とするものである。    However, since the prior invention has the following drawbacks, it is an object of the present invention to eliminate them.

第1に、先願発明では足場部材となる作業台板部を開閉する時に手を挟むおそれがあったことから、この欠点を解消することである。    First, in the invention of the prior application, there is a possibility that a hand may be caught when opening and closing the work base plate part which is a scaffold member.

第2に、先願発明では作業台板部の使用時の高さが750〜1200mm,不使用時の折畳み状態の高さが1400mmであったことから、このままの仕様で作業部の使用時の高さを1200〜2000mmにすると,不使用時の折畳み状態の高さが2000mmを超えるため、不使用時の高さを1700mmにする。    Secondly, in the invention of the prior application, the height of the work base plate portion when used was 750 to 1200 mm, and the height of the folded state when not used was 1400 mm. If the height is 1200 to 2000 mm, the height of the folded state when not in use exceeds 2000 mm, so the height when not in use is set to 1700 mm.

第3に、先願発明では作業台板部の位置に関係なく折畳みをすることができるため、作業台板部を最下段まで降下させずに折畳みしたときには、転倒するおそれがあったことから、このような事故発生の防止を図るようにする。    Thirdly, in the invention of the prior application, it can be folded regardless of the position of the work base plate part, so when it is folded without lowering the work base plate part to the lowest level, there is a risk of falling down. Prevent such accidents from occurring.

第4に、先願発明では作業台板部の外部に開き止め部材の設けはあるが、開き止めをせずに全体を移動すると、移動中に天板が開口することが起り、危険性があったことから、本発明では作業台板の外部に開き止めの自動ロックがかかるようにし、作業台板の開き止め操作を忘れて移動しても、作業台板は開口しないようにする。    Fourthly, in the invention of the prior application, there is an anti-opening member provided outside the work table plate part, but if the whole is moved without the anti-opening, the top plate will open during the movement, and there is a risk. For this reason, in the present invention, an automatic locking of the opening stop is applied to the outside of the work base plate, and the work base plate is prevented from opening even if the opening operation of the work base plate is forgotten and moved.

第5に、先願発明では作業台板間の間隔が狭いため、これを広げることにより、作業員の手の挟まりを防止するようにする。    Fifthly, in the invention of the prior application, the interval between the work table plates is narrow, so that the operator's hands are prevented from being caught by widening the gap.

第6に、先願発明では支脚について作業足場台側の上管材の内部に、床側の下管材が嵌挿する構造にしていたが、これでは作業足場台位置が高くなるほど、重心が高くなり、作業足場台が不安定になることから、本発明では支脚の管材の嵌挿関係を逆にし、支脚は床材の下管材の内部に作業足場台側の上管材を嵌挿するようにし、下部分の重量を重くし、作業台の重心を下げて安定させるようにする。    Sixth, in the invention of the prior application, the support pipe has a structure in which the lower pipe material on the floor side is fitted inside the upper pipe material on the work scaffold base side, but this increases the center of gravity as the work scaffold base position increases. Since the work platform becomes unstable, the present invention reverses the insertion relation of the pipe material of the support leg, and the support leg is inserted into the lower pipe material of the floor material so that the upper pipe material on the work scaffold base side is inserted, Increase the weight of the lower part and lower the center of gravity of the workbench to stabilize it.

本発明は、全体を連結部材6,6,6,6を介して左右水平に二分して成る足場台部1,1の各作業台板2,2,2,2が上方向に倒伏起立して折畳みし得るように成り、前記作業台板の枠材3,3,3,3の前後部に上管材4,4,4,4と下管材4’,4’,4’,4’から成る主支柱の上端部を各枢着し、前記各連結部材には上管材7,7,7,7と下管材7’,7’,7’,7’から成る中間支柱の上端部を各枢着し、前記主支柱の中間部の前後間に側連杆15,15,15,15を、下端部の前後間に側底杆9,9,9,9を各枢着し、前記中間支柱の中間部の前後間と下端部の前後間に中支杆25,25を各枢着し、隣接する足場台部の作業台板の左右前後部に設けた主支柱の下端部間には基枠材11,11を設置し、この基枠材には移動キャスタ19,19,19,19を設け、左右の前記側連杆間に内連杆16,16,16,16を架設し、この内連杆は中支杆25,25と側連杆15,15,15,15に各枢着し、左右主支柱の下端部間には内支杆または外支杆を中支杆25,25と側底杆9,9,9,9との間に各枢着し、隣接する足場台部の中央部の側底杆9,9,9,9に基枠材11,11を各枢着し、前記各作業台板の連結部材の内側部と前記側底杆の間に上管材12,12と下管材12’,12’から成る支脚を各枢着し、前記作業台板の裏側中間部と前記側底杆との間にガススプリング材13,13を各枢着して成るものである。 In the present invention, the respective work base plates 2, 2, 2, and 2 of the scaffolding base portion 1, 1 that bisects the whole horizontally through the connecting members 6, 6, 6, and 6 stand upside down. It is possible to fold and from the upper pipe materials 4, 4, 4, 4 and the lower pipe materials 4 ', 4', 4 ', 4' to the front and rear portions of the frame materials 3, 3, 3, 3 of the work base plate. The upper ends of the main struts are pivotally attached to the connecting members, and the upper ends of the intermediate struts composed of the upper pipe members 7, 7, 7, 7 and the lower pipe members 7 ', 7', 7 ', 7' are attached to the connecting members. Pivotally attached, side linkages 15, 15, 15, 15 are pivotally attached between the front and rear of the middle portion of the main column , and side bottom rods 9, 9, 9, 9 are pivotally attached between the front and rear of the lower end portion. Middle support rods 25 and 25 are pivotally attached between the front and rear of the middle part of the support and between the front and rear of the lower end , and between the lower ends of the main support provided on the left and right front and rear parts of the work platform plate of the adjacent scaffolding base. Base frame materials 11 and 11 are installed and moved to this base frame material Only set the Yasuta 19,19,19,19, bridged the Uchiren16,16,16,16 between the left and right of the Gawaren杆, the inner connecting rod is medium支杆25 and the side communicating rod and each pivotally attached to 15,15,15,15, between lower end portions of the left and right main strut inner支杆or outside支杆 of a medium支杆25 and basolateral rod 9,9,9,9 The base frame members 11 and 11 are pivotally attached to the side bottom rods 9, 9, 9, 9 of the center portion of the adjacent scaffold base portions, and the inner portions of the connecting members of the respective work platform plates. And supporting pipes made of upper pipe members 12, 12 and lower pipe members 12 ', 12' are pivotally mounted between the side bottom rods, and a gas spring material is provided between the back side intermediate portion of the work base plate and the side bottom rods. 13 and 13 are pivotally attached.

先願発明では作業台板を開閉作業する時に手を挟むおそれがあったことに対し、本発明はこの欠点を全面的に解消することができるようにしたのである。    In the prior invention, there was a risk that a hand could be caught when opening and closing the work base plate, but the present invention was able to completely eliminate this drawback.

先願発明では作業台板の使用時の高さが750〜1200mm,不使用時の折畳み状態の高さが1400mmであったことから、このままの仕様で作業部の使用時の高さを1200〜2000mmにすると、不使用時の折畳み状態の高さが2000mmを超えるが、不使用時の折畳み状態の高さを1700mmにしたから、作業台の先が見えるようになり、人が自由に取扱い作業をすることができるようになった。    In the prior invention, the height when using the work base plate was 750 to 1,200 mm, and the height when folded when not in use was 1,400 mm. If it is 2000 mm, the height of the folded state when not in use exceeds 2000 mm, but since the height of the folded state when not in use is 1700 mm, the tip of the work table can be seen and people can freely handle the work. You can now.

先願発明では作業台板の位置に関係なく不使用時には折畳みをすることができたため、天板部材を最下段まで降下させずに折畳みした時には転倒するおそれがあったが、このような事故の発生を防止することができた。    In the invention of the prior application, it was possible to fold it when not in use regardless of the position of the work base plate.Therefore, there was a risk of falling when the top plate member was folded without being lowered to the lowest level. Occurrence could be prevented.

先願発明においては作業台板の外部に開き止め部材の設けはあるが、開き止めを忘れて全体を移動すると、移動中に天板が開口することが起る危険性があったのに対し、本発明にあっては作業台板の開き止めの自動ロックがかかるようにし、作業台板の開き止め操作を忘れて移動しても、作業台板は自然開口しないように構成しているのである。    In the invention of the prior application, there is a locking member on the outside of the work table, but if you forget the locking and move the whole, there is a risk that the top plate will open during the movement In the present invention, the work table plate is configured to prevent automatic opening of the work table plate so that the work table plate does not open naturally even if the work table plate is forgotten to be moved. is there.

先願発明では作業台板間の間隔が狭いため、手が挟まれ易かったのに対し、本発明ではこの両間隔を広く維持することにより、手の挟みを防止することができた。    In the prior invention, since the interval between the work table plates was narrow, it was easy for the hand to be pinched. In the present invention, it was possible to prevent the hand from being pinched by maintaining both the gaps wide.

さらに、各作業台板は、その下側部を支持しているガススプリング材の作用によって作業台板の床面が水平になる手前で保持されるので、手の挟みを防止することができた。    Furthermore, each work base plate is held in front of the floor surface of the work base plate being leveled by the action of the gas spring material supporting the lower side of the work base plate. .

先願発明では作業台板の支脚の構造において、床側の支脚の下管材の中に作業台板側の支脚の上管材が嵌挿するようにし、下部分を重量化して安定させるようにしたから、台板上における作業作業を安心して行うことができるようになった。    In the invention of the prior application, in the structure of the support base of the work base plate, the upper pipe material of the support base on the work base plate side is fitted into the lower pipe material of the floor side support leg, and the lower part is weighted and stabilized. As a result, work on the base plate can be performed with peace of mind.

最高位置使用時の全体の正面図Overall front view when using the highest position 図1の場合の全体の側面図Overall side view of FIG. 最低位置使用時の全体の正面図Overall front view when using the lowest position 図3の場合の全体の側面図Overall side view of FIG. 図1,図3の各使用時の全体の平面図1 and 3 overall plan view when used 図5の半部分の平面部を欠除した状態の平面図FIG. 5 is a plan view of a state in which the flat part of the half portion is omitted 不使用時の全体の倒伏起立状態を示す正面図Front view showing the overall standing upright state when not in use 図7の場合の全体の側面図Overall side view of FIG. (a)足場台部全体の内側部における主支柱の上端部の正面図,(b)同上の作用時の正面図(A) Front view of the upper end of the main strut at the inner side of the entire scaffold base, (b) Front view at the time of the above action (a)足場台全体の内側部に置ける主支柱の上端要部の側断面図,(b)同上の作用状態を示す側断面図(A) Side cross-sectional view of the main part of the upper end of the main strut that can be placed on the inner side of the entire scaffolding, (b) Side cross-sectional view showing the operating state of the same (a)足場台部の外側部における主支柱の一部切欠の正面図,(b)同上の側面図(A) Front view of a notch of the main strut on the outer side of the scaffold base, (b) Side view of the same (a)足場台部の外側部における主支柱の作用状態を示す正面図,(b)同上の断面図(A) Front view showing the action state of the main strut on the outer side of the scaffold base, (b) Cross-sectional view of the same.

建造物の屋内における天井部分の工事に際しては、床面との高さを確認した上で、本発明の足場台部の高さを決めることになるが、それ以前においては所定場所に全足場台部を起立倒伏して折り畳んだ状態にまとめておく。その後、必要時にはこれらをトラックやコンテナに収容し、垂直に起立倒伏したままの状態で所定場所へ移動する。しかる後に、左右の足場台部の作業台板の内端部に設けた吊板上のロックピンを取外す。すると、この各吊板間に嵌挿して作業台板を支持している主支柱の上端部は、その固定状態が開放されてフリーになるから、各作業台板はその下側部を支持しているがガススプリングの作用によって安定状態に保持されている。また、左右の各足場台部の接合箇所におけるロックピンを取外し、その後は、両作業台板の中間支柱上部のロックピンなどを抜き取り、台装置全体を開放状態にする。When constructing the ceiling part inside the building, after confirming the height with the floor surface, the height of the scaffolding part of the present invention is determined, but before that, all scaffolding bases are in place. Keep the part upright and folded. After that, when necessary, these are accommodated in a truck or a container and moved to a predetermined place while standing vertically lying down. After that, the lock pin on the suspension plate provided at the inner end portion of the work platform plate of the left and right scaffolding platform is removed. Then, since the upper end portion of the main column that is inserted between the suspension plates and supports the work table plate is released and the free state is released, each work table plate supports the lower side portion thereof. However, it is kept in a stable state by the action of the gas spring. In addition, the lock pins at the joint portions of the left and right scaffolding bases are removed, and thereafter, the lock pins and the like at the upper part of the intermediate struts of both work base plates are removed, and the entire base device is opened.

しかる後に、まず一方の足場台部の前後側部に2人の作業員を配置し、各自がそれぞれ左右同一に成る作業台板の左右両部に手を掛けてこれを同時に持ち上げれば、左右の両足場台板は同時に水平に開口して保持されるようになる。次に、他方の足場台部の前後側部においても2人で同じ持ち上げ作業をすればよく、かくすることによって、この両足場台部は左右方向に水平に保持されるようになる。After that, first place two workers on the front and rear sides of one scaffolding base, and if each person puts their hands on the left and right parts of the worktable plate that is the same on the left and right, Both scaffold base plates are opened horizontally and held at the same time. Next, it is sufficient that two people perform the same lifting work on the front and rear sides of the other scaffold base part, so that both the scaffold base parts are held horizontally in the left-right direction.

次に、工事現場において、天井高さに合わせて足場台部の高さを調節して固定する時は、作業員は2人で作業台の前後に配置し、一方の作業台部から作業する。まず一方の作業台板を支えながら主支柱及び支脚の各弾機ピンを外し、主支柱及び支脚をフリーの状態した後、作業台板を持ち上げて適当な高さ位置で停止し、前後左右の主支柱及び支脚の各管材に設けた通孔に合わせて弾機ピンを挿入し、その位置に固定する。同様に、もう一方の作業台部についても同じ作業を行って固定する。これによって、左右に二分された足場台部の全体は、共に水平に展開された状態になるから、この状態下で、作業員は作業足場台上において工事を開始すればよいことになる。    Next, at the construction site, when adjusting the height of the scaffolding platform according to the ceiling height, two workers should be placed before and after the platform and work from one platform . First, while supporting one work board, remove each pin of the main strut and support legs, free the main strut and support legs, lift the work board and stop at an appropriate height position, Insert the ammunition pin in accordance with the through-holes provided in the pipes of the main strut and the support leg, and fix it at that position. Similarly, the other work table is fixed by performing the same operation. As a result, the entire scaffold base part divided into right and left is in a state where both are horizontally deployed. Under this state, the worker may start construction on the work scaffold base.

また、工事現場によっては天井高さが異なる場合には、前記作業を行い高さ調整し、適当位置において固定すればよい。    If the ceiling height differs depending on the construction site, the height may be adjusted by performing the above operation and fixed at an appropriate position.

図1及び図2に示した状態は足場台部を最高位置においている場合であり、図3及び図4に示した状態は足場台部を最低位置における場合であるが、必要に応じてこの中間位置の高さ維持は、各支柱及び各支脚における各管材の通孔を合わせて弾機ピンを挿入して行えばよい。    The state shown in FIGS. 1 and 2 is the case where the scaffold base is in the highest position, and the state shown in FIGS. 3 and 4 is the case where the scaffold base is in the lowest position. The height of the position may be maintained by inserting a bullet pin into the columns and through holes of the pipes in the support legs.

1,1は全体を後記中間支柱7,7,7,7を介して左右に二分して成る足場台部で、この足場台部の構造は以下に説明するとおりであり、その全体は左右対称の構造に成る。    1, 1 is a scaffold base part that is divided into left and right via the intermediate struts 7, 7, 7, 7 described later. The structure of this scaffold base part is as described below, and the whole is symmetrical. It becomes the structure of.

このように成る足場台部1,1が、図面の実施例においては、後記する中央部の基枠材11及び支持部材22をはさんで左右両側方に2台連結している。    In the embodiment shown in the drawings, the scaffolding platform portions 1 and 1 constructed as described above are connected in two on the left and right sides with the base frame member 11 and the support member 22 in the center portion to be described later.

前記左右両側方の足場台部1,1は、それぞれ複数の作業台板2,2,2,2を連結して成り、一側部の各作業台板2,2は後記中間支柱7,7の上端枢着部8,8を介して上方向に垂直に倒伏起立して折畳まれるようになる。    The left and right side scaffolding platform portions 1, 1 are formed by connecting a plurality of work platform plates 2, 2, 2, 2, respectively. It folds upright vertically and folds upward through the upper pivot portions 8 and 8.

前記各作業台板2,2は、鋼板に千鳥状の切れ目を形成したエキスバンドメタル板2’,2’を枠材3,3で包囲した構成である。    Each of the work table plates 2 and 2 has a configuration in which the extended metal plates 2 ′ and 2 ′ in which staggered cuts are formed on the steel plate are surrounded by the frame materials 3 and 3.

前記左右の作業台板2,2の各底面部には、それぞれ主支柱となる上管材4,4,4,4の上端部を枢軸5,5,5,5により枢支し、この主支柱となる上管材はその下管材4’,4’,4’,4’に嵌挿し、上下両管材は弾機ピン21,21,21,21により連結している。    On the bottom surfaces of the left and right work base plates 2, 2, upper ends of upper tubes 4, 4, 4, 4 serving as main struts are pivotally supported by pivots 5, 5, 5, 5, respectively. The upper tube material is inserted into the lower tube materials 4 ′, 4 ′, 4 ′, 4 ′, and the upper and lower tube materials are connected by means of the elastic pins 21, 21, 21, 21.

前記左右の作業台板2,2間は、その各枠材3,3の前後側部の左右端部間に設けた連結部材6,6,6,6を介してそれぞれ連結する。    The left and right work table plates 2 and 2 are connected to each other through connecting members 6, 6, 6 and 6 provided between the left and right end portions of the front and rear sides of the frame members 3 and 3, respectively.

前記主支柱を構成する上下両管材の口径は、下管材4’の口径が上管材4の口径より大きく成るものであるから、前記主支柱の作用はこの上下両管材4,4’の構造を前提に行われる。    Since the diameter of the upper and lower tubes constituting the main support is such that the diameter of the lower tube 4 'is larger than the diameter of the upper tube 4, the action of the main support is the structure of the upper and lower tubes 4, 4'. Done on the premise.

前記各連結部材6,6,6,6には中間支柱の上管材7,7,7,7の上端部を枢着8,8,8,8するが、この中間支柱の構造は、口径が大小の上下管材を嵌挿し伸縮し得る構成になり、下管材7’,7’,7’,7’の口径が上管材7,7,7,7の口径より大きく成る。    The upper ends of the upper pipe members 7, 7, 7, and 7 of the intermediate struts are pivotally attached to the connecting members 6, 6, 6, and 6, respectively. Large and small upper and lower pipe members can be inserted and expanded, and the diameters of the lower pipe members 7 ′, 7 ′, 7 ′ and 7 ′ are larger than the diameters of the upper pipe members 7, 7, 7 and 7.

9,9は前記各足場台部1,1の前後外側部の主支柱4,4,4,4の下端部間に枢着架設した側底杆である。Reference numerals 9 and 9 denote side bottom rods pivotally installed between lower ends of the main struts 4, 4, 4 and 4 on the front and rear outer portions of the scaffolding platform portions 1 and 1, respectively.

11,11は左右に二分する前記足場台部1,1を連結するために双方の前後内側の主支柱4,4,4’,4’の下端部間に設置した基枠材で、この基枠材の中央部間には後記キャスタ付移動具17を設置する。11 and 11 are base frame members installed between the lower ends of the main struts 4, 4, 4 'and 4' on both front and rear sides in order to connect the scaffold base parts 1 and 1 which are divided into right and left. A moving tool 17 with casters, which will be described later, is installed between the center portions of the frame members.

12,12,12,12は前記各作業台板2,2の連結部材6,6の内側部と前記側底杆の一部との間に架設枢着した支脚で、この各支脚の背後部には上端部を前記作業台板2,2の裏側中間部に,下端部を前記側底杆の一部に各枢着したガススプリング材13,13を架設する。    12, 12, 12, 12 are support legs that are pivotally mounted between the inner side portions of the connecting members 6, 6 of the work base plates 2, 2 and a part of the side bottom rods. The gas spring members 13 and 13 are installed with their upper end portions pivoted to the back intermediate portions of the work table plates 2 and 2 and their lower end portions pivotally attached to a part of the side bottom rods.

前記ガススプリング材13,13は、両足場台部1,1の各作業台板2,2,2,2を起立倒伏した閉口状態から水平開口状態に作動させた時、発条作用によって両作業台板間に作業員の手が挟まれることを防止する役割をするようになる。    The gas spring members 13 and 13 are formed by the splaying action when the work base plates 2, 2, 2 and 2 of the both scaffold base parts 1 and 1 are operated from the closed state where they stand upside down to the horizontal open state. It comes to play the role which prevents that a worker's hand is pinched | interposed between boards.

なお、このガススプリング材はこれと同効資材(均等物)に代えることは自由である。    In addition, this gas spring material can be freely replaced with the same effect material (equivalent material).

前記支脚12,12,12’,12’は、口径が大小に成る上下管材を嵌挿して伸縮し得るようになるが、下管材12’の口径は上管材12の口径より大きい。    The support legs 12, 12, 12 ′, 12 ′ can be expanded and contracted by inserting upper and lower pipes having a large diameter, but the diameter of the lower pipe 12 ′ is larger than the diameter of the upper pipe 12.

前記支脚12,12,12’,12’の上下両管材のうち下管材12’の上端部には1個の通孔を設け,上管材12には適当間隔に多数の通孔14,14・・・・を設け、適当高さ位置において内外の通孔間に弾機ピン21,21を挿入して上下両管材を固定し支脚を支持するようにする。    Of the upper and lower pipe members of the support legs 12, 12, 12 ', 12', one through hole is provided at the upper end of the lower pipe member 12 ', and a large number of through holes 14, 14,. Are provided, and the machine pins 21 and 21 are inserted between the inner and outer through holes at an appropriate height position to fix the upper and lower pipe members and to support the support legs.

15,15,15,15は前記主支柱を構成する上管材4,4と下管材4’,4’のうちの下管材の前後両側部の上端部間に架設した側連杆で、この前後部の側連杆間には内連杆16,16,16,16を架設する。    15, 15, 15, 15 are side linkages erected between upper ends of both the front and rear sides of the lower pipe member among the upper pipe members 4, 4 and the lower pipe members 4 ′, 4 ′ constituting the main column. Inner linkages 16, 16, 16, 16 are installed between the side linkages of the section.

二分して成る左右各足場台部1,1の作業台板2,2,2,2の内側中央部の各主支柱4,4の下端部間には基枠材11を設置し、その中央部にはキャスタ付移動具17を設置する。この移動具17の左右両側部に設けた補助キャスタ18,18は、前記足場作業台全体の各支柱下の8箇所に設けた移動キャスタ19,19,19,19,19,19,19,19よりやや小径に成り、床面の移動時には補助輪の役割をする。    A base frame member 11 is installed between the lower ends of the main struts 4 and 4 at the inner central part of the work platform plates 2, 2, 2 and 2 of the left and right scaffolding platform parts 1 and 1, respectively. A moving tool 17 with casters is installed in the section. Auxiliary casters 18, 18 provided on the left and right sides of the moving tool 17 are movable casters 19, 19, 19, 19, 19, 19, 19, 19 provided at 8 locations under each column of the entire scaffold work table. It has a slightly smaller diameter and acts as an auxiliary wheel when the floor is moved.

20,20は前後の前記中間支柱7,7,7’,7’の下側部に設けたハンドルレバーで、作業台の前後に作業員を配置し、2人で同時にこのハンドルレバーを持ち上げることによって、左右二分する足場台部1,1,1,1を垂直方向に起立倒伏せしめることができるようになる。    Reference numerals 20 and 20 denote handle levers provided on the lower side portions of the front and rear intermediate struts 7, 7, 7 ′, 7 ′. Workers are arranged in front of and behind the work table, and two persons can lift the handle levers simultaneously. As a result, the scaffold base parts 1, 1, 1, 1 that bisect the left and right can stand upside down in the vertical direction.

22,22は前記足場台部1,1の各中央部の主支柱を構成する下管材4’,4’の前後側部間に設けた支持部材で、この支持部材と基枠材11とにより足場台部1,1を連結している。 22 and 22 lower tube member 4 that make up the main columns of the central portion of the scaffold platform unit 1, 1 ', 4' in the support member provided between the front and rear on the side of the support member and the base frame member 11 The scaffold base parts 1 and 1 are connected together.

25,25は足場台部1,1の両作業台板2,2,2,2の各中間部における上管材7と下管材7’から成る前後中間支柱の下端部に架設した中支杆で、この中支杆は中間支柱の左右の主支柱の上管材4と下管材4’と、内連杆16、内底杆10をそれぞれ架設枢支する。    Reference numerals 25 and 25 are intermediate supports installed on the lower end portions of the front and rear intermediate struts composed of the upper tube member 7 and the lower tube member 7 'in the intermediate portions of the two work platform plates 2, 2, 2 and 2 of the scaffolding base portions 1 and 1, respectively. The middle support rods pivotally support the upper tube material 4 and the lower tube material 4 ′ of the left and right main columns of the intermediate column, the inner connection rod 16, and the inner bottom rod 10, respectively.

27,27は前記中支杆25,25の前後部の外方の上管材4と下管材4’から成る主支柱の下端部の側底杆9,9との間に架設枢支する外支杆である。    27 and 27 are external supports which are installed and supported between the side bottom rods 9 and 9 at the lower end portion of the main column composed of the upper tube member 4 and the lower tube member 4 'outside the front and rear portions of the middle support rods 25 and 25. It is a spear.

前記両足場台部1,1の各作業台板2,2の枠材3,3の内側部における前後端部にはそれぞれ内吊板23,23を設け、この両内吊板間には、伸縮調節する上下管材4,4’から成る主支柱の上端部を嵌挿し、内吊板の下端部間には枢軸5,5,5,5を設ける。(図9参照)    Inner suspension plates 23, 23 are provided at the front and rear end portions of the frame members 3, 3 of the work platform plates 2, 2 of the scaffold platform portions 1, 1, respectively, and between the inner suspension plates, The upper end portion of the main column composed of the upper and lower pipe members 4 and 4 ′ to be expanded and contracted is inserted, and pivots 5, 5, 5 and 5 are provided between the lower end portions of the inner suspension plate. (See Figure 9)

24,24は前記両足場台部1,1の内側部の主支柱4,4,4’,4’の上端部が嵌挿した内吊板23,23,23,23の正背両面部に設けたロックピンで、このロックピンは、足場台部を折り畳みすると内吊板に設けた通孔に自動的に挿入して係合するから、これによって起立倒伏状態を維持することになる。(図10参照)    24 and 24 are on both sides of the back of the inner suspension plates 23, 23, 23, 23 in which the upper ends of the main struts 4, 4, 4 ′, 4 ′ on the inner side of the scaffold bases 1, 1 are fitted. When the scaffold base part is folded, the lock pin is automatically inserted into and engaged with the through hole provided in the inner suspension plate, so that the standing and lying state is maintained. (See Figure 10)

前記両足場台部1,1の作業台板2,2,2,2の外側部に各設置した上管材4,4と下管材4’,4’から成る主支柱の上端部は、作業台板2,2の枠材3,3に各設けた外吊板23’,23’,23’,23’間に嵌挿し、この主支柱は上下伸縮する管材から成り、前記外吊板の下端部間の枢軸5,5,5,5に枢着する。(図11,図12参照)    The upper ends of the main struts composed of the upper tube members 4 and 4 and the lower tube members 4 'and 4' respectively installed on the outer sides of the work platform plates 2, 2, 2 and 2 of the both scaffold platform portions 1 and 1 The main struts are made of pipes that are vertically expanded and contracted, and are inserted between the outer suspension plates 23 ', 23', 23 ', 23' provided on the frame members 3, 3 of the plates 2, 2, respectively, and the lower ends of the outer suspension plates. It pivots to pivots 5, 5, 5, 5 between the parts. (See FIGS. 11 and 12)

28,28は前記両足場台部1,1の外側部の上管材4,4と下管材4’,4’から成る主支柱の上管材の上端部内側に設けたロック爪で、このロック爪は足場台の高さを上げたとき、前記上管材の一部に設けた通孔29に係合しているので、作業台を折り畳もうとしても、外吊板23’が連結部を軸に回転することができないから、起立倒伏はできない。    Reference numerals 28 and 28 denote lock claws provided on the inner side of the upper tube portion of the main column composed of the upper tube members 4 and 4 and the lower tube members 4 'and 4' on the outer side of the scaffolding platform portions 1 and 1, respectively. Is engaged with a through-hole 29 provided in a part of the upper pipe when the height of the scaffolding is raised, so that the outer suspension plate 23 ′ can be connected to the connecting portion even if the worktable is to be folded. You can't stand up, so you can't stand up.

1,1,1,1 足場台部
2,2,2,2 作業台板
2’,2’ エキスメタルバンド板
3,3,3,3 枠材
4,4,4’,4’ 主支柱(上管材4・下管材4’)
5,5,5,5 枢軸
6,6,6,6 連結部材
7,7,7’,7’ 中間支柱(上管材7・下管材7’)
8,8,8,8 枢着部
9,9,9,9 側底杆
10,10,10,10 内底杆
11,11 基枠材
12,12,12’,12’ 支脚(上管材12・下管材12’)
13,13 ガススプリング材
15,15,15,15 側連杆
16,16,16,16 内連杆
17,17 キャスタ付移動具
18,18,18,18 補助キャスタ
19,19,19,19 移動キャスタ
20,20,20,20 ハンドルレバー
21,21・・・・ 弾機ピン
22,22 支持部材
23,23,23,23 内吊板
23’,23’,23’,23’ 外吊板
24,24,24,24 ロックピン
25,25 中支杆
26,26,26,26 内支杆
27,27,27,27 外支杆
28,28,28,28 ロック爪
29,29 通孔
30,30 通孔
1,1,1,1 Scaffolding base 2,2,2,2 Work base plate 2 ', 2' Extract metal band plate 3,3,3,3 Frame material 4,4,4 ', 4' Main strut ( Upper tube 4 and lower tube 4 ')
5, 5, 5, 5 Axis 6, 6, 6, 6 Connecting member 7, 7, 7 ', 7' Intermediate strut (upper tube material 7 / lower tube material 7 ')
8, 8, 8, 8 Pivoting part 9, 9, 9, 9 Side bottom rod 10, 10, 10, 10 Inner bottom rod 11, 11 Base frame member 12, 12, 12 ', 12' Support leg (upper tube member 12 -Lower pipe material 12 ')
13, 13 Gas spring material 15, 15, 15, 15 Side linkage 16, 16, 16, 16 Inner linkage 17, 17 Moving tool with casters 18, 18, 18, 18 Auxiliary casters 19, 19, 19, 19 Movement Casters 20, 20, 20, 20 Handle levers 21, 21,..., Machine pin 22, 22, support members 23, 23, 23, 23 inner suspension plates 23 ', 23', 23 ', 23' outer suspension plates 24 24, 24, 24 Lock pin 25, 25 Middle support rod 26, 26, 26, 26 Inner support rod 27, 27, 27, 27 Outer support rod 28, 28, 28, 28 Lock claw 29, 29 Through hole 30, 30 through holes

Claims (1)

全体を連結部材を介して左右水平に二分して成る足場台部の作業台板が上方向に倒伏起立して折畳みし得るように成り、前記作業台板の枠材の前後部に上管材と下管材から成る主支柱の上端部を各枢着し、前記各連結部材には上管材と下管材から成る中間支柱の上端部を各枢着し、前記主支柱の中間部の前後間に側連杆を、下端部の前後間に側底杆を各枢着し、前記中間支柱の中間部の前後間と下端部の前後間に中支杆を各枢着し、隣接する足場台部の作業台板の左右前後に設けた主支柱の下端部間には基枠材を設置し、この基枠材には移動キャスタを設け、左右の前記側連杆間に内連杆を架設し、この内連杆は中支杆と側連杆に各枢着し、左右の主支柱の下端部間には内支杆または外支杆を中支杆と側底杆との間に各枢着し、隣接する足場台部の中央部の側底杆に基枠材を各枢着し、前記各作業台板の連結部材の内側部と前記側底杆の間に上管材と下管材から成る支脚を各枢着し、前記作業台板の裏側中間部と前記側底杆との間にガススプリング材を各枢着して成ることを特徴とする作業足場台。 Each work base plate of the scaffolding base part, which is divided into two left and right horizontally through the connecting member, can be folded upside down, and the upper pipe material can be folded up and down on the frame material of the work base plate. between the upper end portion of the main strut consisting of lower tubing to the pivoted, the upper end portion of the intermediate strut consisting of upper tubing and the lower pipe member and each pivotally to the connecting member, the front and rear of the intermediate portion of the main strut the Gawaren杆, basolateral rod and each pivotally between front and rear lower end portions, said支杆middle between before and after the front and rear between the lower end portion of the intermediate portion of the intermediate pillar to the pivoted adjacent scaffold platform section of the between the lower ends of the main struts provided on the left and right front and rear working table plate established the base frame member, set only a moving casters on the base frame member, the inner connecting rod between the left and right of the Gawaren杆This inner link is pivotally attached to the middle support and the side connection. Between the lower ends of the left and right main struts, the inner support or the outer support is placed between the middle support and the side support. and each pivotally mounted, adjacent to Badai section the base frame member and each pivotally to basolateral rod of the central portion of the support legs having upper tubing and the lower pipe material between said side bottom rod and the inner portion of the connecting member of the workbench board each pivot A work platform, comprising: a gas spring material pivotally attached between a back side intermediate portion of the work table plate and the side bottom rod.
JP2013014540A 2013-01-29 2013-01-29 Work platform Active JP6497835B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2013014540A JP6497835B2 (en) 2013-01-29 2013-01-29 Work platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2013014540A JP6497835B2 (en) 2013-01-29 2013-01-29 Work platform

Publications (2)

Publication Number Publication Date
JP2014145198A JP2014145198A (en) 2014-08-14
JP6497835B2 true JP6497835B2 (en) 2019-04-10

Family

ID=51425655

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2013014540A Active JP6497835B2 (en) 2013-01-29 2013-01-29 Work platform

Country Status (1)

Country Link
JP (1) JP6497835B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107035162B (en) * 2017-06-23 2019-10-18 倡创(上海)咨询管理事务所 A kind of construction support device with shock-absorbing function

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3351598B2 (en) * 1993-12-07 2002-11-25 ジャパン スチールス インターナショナル株式会社 Folding construction work scaffold
JP3199998B2 (en) * 1995-11-14 2001-08-20 株式会社大喜産業 Folding scaffold
JP3063992U (en) * 1999-05-19 1999-12-10 大喜商事株式会社 Three-stage support type folding scaffold
JP2012172464A (en) * 2011-02-23 2012-09-10 Dia Seiko Kk Work platform device and work platform base

Also Published As

Publication number Publication date
JP2014145198A (en) 2014-08-14

Similar Documents

Publication Publication Date Title
KR100781427B1 (en) Human Protective Device for Scaffolding
KR101478964B1 (en) Ladder of gang form
JP2990376B2 (en) Folded scaffolding and adjusting method for height thereof
JP2008214983A (en) Elevating/lowering portable scaffold
KR20120109170A (en) Scaffolding ladder
JP2011052474A (en) Foldable working scaffold
JP6497835B2 (en) Work platform
KR100899226B1 (en) bench
JP6378550B2 (en) Scaffolding equipment
KR102447971B1 (en) rolling tower
CN102650156A (en) Method and device for adjustable scaffolding
CN205604084U (en) Hanging flower basket device of prefabricated little case roof beam construction usefulness
JP2010037769A (en) Connected-type ascending/descending mobile scaffold
JP2012172464A (en) Work platform device and work platform base
JP4480183B2 (en) Folding work scaffolding
JP3188140U (en) Work cart
US2818308A (en) Sectional scaffold
JP5647772B2 (en) Lifting movable overhang scaffold
JP3190205U (en) Work scaffold device and work scaffold base of the device
CN209179451U (en) A building safety construction platform
KR102180099B1 (en) Ladder for work
KR200452778Y1 (en) Working scaffolding
EP3299542A1 (en) Folding scaffold
JP2010024657A (en) Leading handrail
JP3906999B2 (en) Mobile scaffolding

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20160122

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20160930

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20161007

A601 Written request for extension of time

Free format text: JAPANESE INTERMEDIATE CODE: A601

Effective date: 20161206

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20170206

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20170831

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20171130

A911 Transfer to examiner for re-examination before appeal (zenchi)

Free format text: JAPANESE INTERMEDIATE CODE: A911

Effective date: 20180104

A912 Re-examination (zenchi) completed and case transferred to appeal board

Free format text: JAPANESE INTERMEDIATE CODE: A912

Effective date: 20180309

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20181102

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20190117

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20190312

R150 Certificate of patent or registration of utility model

Ref document number: 6497835

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

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

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250