JP2522751B2 - Framework scaffolding - Google Patents

Framework scaffolding

Info

Publication number
JP2522751B2
JP2522751B2 JP5113620A JP11362093A JP2522751B2 JP 2522751 B2 JP2522751 B2 JP 2522751B2 JP 5113620 A JP5113620 A JP 5113620A JP 11362093 A JP11362093 A JP 11362093A JP 2522751 B2 JP2522751 B2 JP 2522751B2
Authority
JP
Japan
Prior art keywords
frame
building
horizontal
vertical
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.)
Expired - Lifetime
Application number
JP5113620A
Other languages
Japanese (ja)
Other versions
JPH06299691A (en
Inventor
辰雄 小野
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP5113620A priority Critical patent/JP2522751B2/en
Publication of JPH06299691A publication Critical patent/JPH06299691A/en
Application granted granted Critical
Publication of JP2522751B2 publication Critical patent/JP2522751B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00Connections between parts of the scaffold
    • E04G7/02Connections between parts of the scaffold with separate coupling elements
    • E04G7/28Clips or connections for securing boards
    • E04G2007/285Clips or connections for securing boards specially adapted for toe boards

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、建築物の建築工事、又
は、ビルディングの外装工事現場に於て作業者が昇降、
歩行できる組立、解体の容易な枠組足場に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a construction work of a building, or an up-and-down operation by a worker at a building exterior construction site.
The present invention relates to a frame scaffold that can be walked, assembled and disassembled easily.

【0002】[0002]

【従来の技術】この種の枠組足場としては、例えば実公
平1−18753号公報に開示されたものが開発されて
いる。
2. Description of the Related Art As a frame scaffold of this type, for example, the one disclosed in Japanese Utility Model Publication No. 1-18753 has been developed.

【0003】この枠組足場は、前後一対の建地と、各建
地間に架設された横地とで建枠を構成し、この建地が横
方向に下部建枠として地上に複数並設されると共に下部
建枠に同じ構成の上部建枠が上方に一つ又は複数着脱自
在に結合され、隣接する建枠の横地間に足場板をフック
を介して着脱自在に架設したものである。
This frame scaffolding comprises a pair of front and rear building sites and a horizontal building installed between the building sites, and a plurality of the building sites are arranged side by side as lower building frames in the lateral direction. At the same time, one or a plurality of upper building frames having the same structure are detachably coupled to the lower building frame above, and scaffolding plates are removably installed between the lateral lands of adjacent building frames via hooks.

【0004】横方向に隣接する前側同志の建地と後側同
志の建地間には下方のX字状のブレースと上方の手摺枠
が架設されて各建地を補強すると共に足場板上の作業者
の安全を図っている。
An X-shaped brace at the bottom and a handrail frame at the top are erected between the premises of the front comrades and the premises of the rear comrades laterally adjacent to each other to reinforce each premises and on the scaffold plate. For the safety of workers.

【0005】[0005]

【発明が解決しようとする課題】上記従来の枠組足場
は、構造が簡単で組立、解体が容易であり、安全で強度
的に強い利点がある反面、次のような不具合がある。
The conventional frame scaffold has a simple structure, is easy to assemble and disassemble, and is safe and strong in strength, but has the following disadvantages.

【0006】1)足場板は、その端部に設けたフックを
横地に引掛けて架設するものである為に、フックの長さ
分の隙間が横地と足場板の側面との間に形成されてしま
いこの隙間から小さい工具、止め具、破片等が上方から
下方に落下する危険があり、作業者がこの隙間でつまづ
く恐れもあり、安全性に欠けている。
1) Since the scaffolding board is constructed by hooking hooks provided at the ends thereof on the horizontal ground, a gap corresponding to the length of the hook is formed between the horizontal ground and the side surface of the scaffolding board. There is a danger that small tools, stoppers, debris, etc. will fall from above through this gap, and there is also the risk of an operator tripping in this gap, which is unsafe.

【0007】2)足場板の両サイドにはブレースと手摺
枠が配設されて作業者に対する安全性を図っているが、
やはり隙間が多く上記と同じく小さい工具、止め具、破
片等が落下する危険がある。
2) A brace and a handrail frame are provided on both sides of the scaffolding plate for safety for workers.
After all, there are many gaps and there is a danger that small tools, stoppers, debris, etc. will fall as well as the above.

【0008】この為、これらの部材が落下しないように
足場板の両サイドに巾木を配置することも考えられる
が、この場合には手摺枠とブレースと巾木とが別々に構
成されるから部品点数が多くなり、組立、撤去の作業性
が悪くなり、経済性、取付性、作業性に劣る。
Therefore, it is conceivable to arrange skirting boards on both sides of the scaffolding plate so as to prevent these members from falling, but in this case, the handrail frame, the brace, and the skirting board are separately constructed. The number of parts is large, the workability of assembly and removal is poor, and the economy, mountability, and workability are poor.

【0009】そこで、本発明の目的は、各足場板間と、
各足場板の前後両サイドに隙間が発生しないようにして
安全性を向上し、部品点数が少なく、組立、解体を容易
にして経済性、取付性、作業性の向上を図れる枠組足場
を提供することである。
Therefore, an object of the present invention is to provide a space between scaffolding boards,
Providing a frame scaffold that improves safety by preventing gaps on the front and rear sides of each scaffold plate, has a small number of parts, and facilitates assembly and disassembly to improve economy, installation, and workability. That is.

【0010】[0010]

【課題を解決するための手段】上記の目的を達成するた
め、本発明の構成は、前後一対の建地と各建地間に架設
された横地とで建枠を構成し、当該建枠を横方向に複数
並設すると共に瞬接する建枠の横地間に足場板を着脱自
在に架設している枠組足場において、少なくとも二本の
縦方向支柱と各縦方向支柱の上部と中間部間に架設した
複数の手摺支柱と各縦方向支柱の下部間に架設した巾木
とで枠体を構成し、当該枠体を前記隣接する前側同志の
建地間と後側同志の建地間に着脱自在に結合させ、更に
横地を断面T字状のフレームで構成し、前記足場板の端
部に係合片を突設し、この係合片を上記フレーム上に着
脱自在に結合させたことを特徴とするものである。
[Means for Solving the Problems] In order to achieve the above-mentioned object, the structure of the present invention is such that a building frame is composed of a pair of front and rear building sites and a horizontal land installed between each building site, and In a frame scaffolding in which a plurality of scaffold boards are detachably installed between the lateral lands of the building frame that are installed side by side in the horizontal direction and are in immediate contact with each other, at least two vertical columns and the upper and middle parts of each vertical column A frame body is made up of a plurality of handrail struts and a skirting board installed between the lower parts of the vertical struts, and the frame body can be freely attached and detached between the adjacent front premises and the rear premises. In addition, the lateral ground is composed of a frame having a T-shaped cross section, and an engaging piece is projectingly provided at an end of the scaffolding plate, and the engaging piece is detachably connected to the frame. It is what

【0011】[0011]

【0012】同じく巾木の内周面下部に長手方向に沿う
支持板を突設させ、この支持板上に多数の足場板を当接
させながら並べて着脱自在に結合させることが好まし
い。
Similarly, it is preferable that a supporting plate extending along the longitudinal direction is provided so as to protrude from the lower part of the inner peripheral surface of the skirting board, and a large number of scaffolding plates are arranged side by side on the supporting plate so as to be detachably coupled.

【0013】同じく枠体を構成する縦方向支柱と横方向
の手摺との間に山形状の支柱を架設するのが好ましい。
Similarly, it is preferable to mount a mountain-shaped support between the vertical support and the horizontal handrail which form the frame.

【0014】[0014]

【作用】縦方向支柱と手摺支柱と巾木とで枠体を構成し
ているから、一度に縦方向支柱と手摺支柱と巾木とが足
場板の両サイドに組立又は撤去でき、しかも足場板の両
サイドに上記の枠体が配置されることにより作業者の安
全性が図れ、巾木によって隙間が無く工具、止め具、破
片等の落下が防止される。
[Operation] Since the vertical pillar, the handrail pillar and the skirting board form a frame, the vertical pillar, the handrail pillar and the skirting board can be assembled or removed on both sides of the scaffolding board at a time, and the scaffolding board By arranging the above-mentioned frames on both sides, the safety of the operator can be achieved, and there is no gap due to the skirting board, and tools, stoppers, debris, etc. are prevented from falling.

【0015】更に、横地をT字状に成形することにより
隣接する足場板の接続個所には下方に向けた隙間が無く
なり、あるいは巾木の支持板に各足場板を当接して並べ
ることにより各足場板間に隙間が無くなる。
Further, by forming the lateral ground into a T-shape, there is no downward gap between the connecting points of the adjacent scaffold boards, or by arranging the scaffold boards by abutting them on the skirting board support plate. There is no gap between the scaffold boards.

【0016】[0016]

【実施例】以下、本発明の実施例を図にもとづいて説明
するが、図1乃至図8は、本発明の一実施例を示す。
Embodiments of the present invention will be described below with reference to the drawings. FIGS. 1 to 8 show one embodiment of the present invention.

【0017】図1、図2に示すように、本発明の枠組足
場Aは、前後一対の建地1,2と各建地1,2間に架設
された横地3とで構成された建枠4を備え、この建枠4
は、下部建枠4aとして地上に横方向に複数並設される
と共に下部建枠4aの上方に一つ以上着脱自在に下部建
枠4aと同じ構造の上部建枠4bが結合され、各建枠
4,4の横地3,3間それぞれ足場板5が着脱自在に架
設されている。
As shown in FIGS. 1 and 2, the frame scaffold A of the present invention is a building frame composed of a pair of front and rear building sites 1 and 2 and a horizontal land 3 installed between the building sites 1 and 2. 4 and this building frame 4
A plurality of lower building frames 4a are arranged side by side in the lateral direction on the ground, and one or more upper building frames 4b having the same structure as the lower building frames 4a are detachably coupled to the upper parts of the lower building frames 4a. A scaffolding plate 5 is removably installed between the lateral lands 3 and 3 of 4 and 4, respectively.

【0018】上部建枠4bは、取り付けずに下部建枠4
aのみでも使用可能である。
The upper building frame 4b is not attached to the lower building frame 4
It is possible to use only a.

【0019】この場合には下部建枠4aの横地に足場板
5が架設されることはいうまでもない。
In this case, it goes without saying that the scaffolding plate 5 is installed on the lateral surface of the lower building frame 4a.

【0020】下部建枠4aの建地1の下部は、地上、床
等の上に起立するジャッキ6にねじ結合され、ジャッキ
6の伸縮により長さを調整できるようにしている。
The lower part of the building 1 of the lower building frame 4a is screwed to a jack 6 standing upright on the ground, floor, etc., so that the length can be adjusted by expanding and contracting the jack 6.

【0021】上部建枠4bの建地1,2の下部にはソケ
ット7が溶接で固定され、このソケット7内に下部建枠
4aの建地1,2の上端が着脱自在に挿入され、このソ
ケット7を介して建地1,2が上方に多数起立できるよ
うになっている。
Sockets 7 are fixed to the lower parts of the buildings 1, 2 of the upper building frame 4b by welding, and the upper ends of the buildings 1, 2 of the lower building frame 4a are detachably inserted into the socket 7. A large number of buildings 1 and 2 can be erected upward through the socket 7.

【0022】ソケット7の内部上方には水平なリング状
のストッパ8が取り付けられており、下部建枠4aの建
地1,2の上端が差し込まれた時このストッパ8に当接
し、上方の建地1,2が水平に安定して保持されるよう
になっている。(図3)上部建地4bにおいて、ソケッ
ト7,7と横地3の下部中間との間にブレース9,9が
架設され、このブレース9,9と横地3とで建地1,2
が補強され、一定の間隔を保持して結合されている。横
方向に隣接する建地1,1及び2,2間には枠体10が
着脱自在に結合されている。
A horizontal ring-shaped stopper 8 is attached above the inside of the socket 7, and when the upper ends of the building sites 1 and 2 of the lower building frame 4a are inserted, they abut on the stoppers 8 and the upper building. The grounds 1 and 2 are held horizontally and stably. (FIG. 3) In the upper building 4b, braces 9, 9 are installed between the sockets 7, 7 and the lower middle of the horizontal land 3, and the braces 9, 9 and the horizontal land 3 build the building 1, 2,
Are reinforced and are joined together with a constant spacing. A frame body 10 is detachably coupled between the buildings 1, 1 and 2, 2 which are laterally adjacent to each other.

【0023】枠体10は、左右一対の縦方向支柱11,
12と、各縦方向支柱11,12の内側下部に着脱自在
に架設された巾木13と、各縦方向支柱11,12の上
部に着脱自在に架設された複数の例えば二本の手摺1
4,15とで構成されている。
The frame 10 includes a pair of left and right vertical columns 11,
12 and a baseboard 13 which is detachably installed on the lower inside of each of the vertical columns 11 and 12, and a plurality of, for example, two handrails 1 which are detachably installed on the upper side of each of the vertical columns 11 and 12.
It is composed of 4 and 15.

【0024】縦方向支柱11,12と各手摺支柱14,
15との間には山形状の支柱16が架設されて溶着さ
れ、この支柱16が手摺支柱14,15を補強し、隙間
を小さくさせ、且つ水平荷重を担持する枠体として使用
される。
The vertical columns 11, 12 and the handrail columns 14,
A mountain-shaped pillar 16 is erected and welded between the pillars 15 and 15. The pillar 16 is used as a frame body that reinforces the handrail pillars 14 and 15 to reduce a gap and to carry a horizontal load.

【0025】縦方向支柱11,12と巾木13と手摺支
柱14,15と支柱16とはあらかじめ一体に組み付け
られており、これをユニット化して足場板3の前後両サ
イドに対応する位置に配置し、撤去する時も一体に取り
はずせるようになっている。
The vertical support columns 11 and 12, the baseboard 13, the handrail support columns 14 and 15, and the support columns 16 are assembled in advance as a unit, and they are unitized and arranged at positions corresponding to the front and rear sides of the scaffolding plate 3. However, they can be removed together when they are removed.

【0026】足場板5は、中間に補強部材を設けた板本
体17と板本体17の両端部に突設した係合片18とを
備えている。
The scaffolding plate 5 includes a plate body 17 having a reinforcing member in the middle, and engaging pieces 18 projecting from both ends of the plate body 17.

【0027】係合片18は、基端に断面コ字状のソケッ
ト部19を有し、このソケット部19内に板本体17の
端部を嵌合して溶接、ボルト等で結合している。
The engaging piece 18 has a socket portion 19 having a U-shaped cross section at the base end, and the end portion of the plate body 17 is fitted in the socket portion 19 and is joined by welding, bolts or the like. .

【0028】建地1,2は、縦方向に任意の間隔を置い
て一つ又は複数のフランジ20を設けている。
The buildings 1 and 2 are provided with one or a plurality of flanges 20 at arbitrary intervals in the vertical direction.

【0029】横地3は、このフランジ20の一つに近接
した位置に配置され、この横地3の前後両端部が建地
1,2の内側側面に溶接で固着されている。
The horizontal land 3 is arranged at a position close to one of the flanges 20, and both front and rear ends of the horizontal ground 3 are fixed to the inner side surfaces of the constructions 1 and 2 by welding.

【0030】横地3は、図3、図4に示すように、板材
を二つ折りにした断面T字状のフレームで形成され、こ
れは中央の縦方向の板状本体21とこの本体21の上端
に設けた水平な支持板22,22を備え、支持板22,
22には長手方向に沿って複数の係合用の孔23が形成
されている。
As shown in FIGS. 3 and 4, the horizontal cloth 3 is formed by a frame having a T-shaped cross section in which a plate material is folded in two. This is a central vertical plate-shaped main body 21 and an upper end of the main body 21. The horizontal support plates 22, 22 provided on the
A plurality of holes 23 for engagement are formed in 22 along the longitudinal direction.

【0031】足場板5の係合片18には縦方向に止め材
24が取り付けられ、この止め材24を前記支持板22
の孔23に差し込んで支持板22に足場板5を結合す
る。
A stop member 24 is attached to the engaging piece 18 of the scaffold plate 5 in the vertical direction, and the stop member 24 is attached to the support plate 22.
The scaffolding plate 5 is connected to the support plate 22 by inserting the scaffolding plate 5 into the hole 23.

【0032】止め材24は、係合片18の孔に差し込ん
だ柱体25と柱体25の下部に出没自在に設けた爪26
と、柱体25の上端に設けたフランジ状のヘッド27と
を有し、スペーサ28を介して支持板22上に係合片1
8を置き、次いで爪26を押し込みながら柱体25を孔
23に差し込むと爪26は自重又は他のばね部材によっ
て再び突出し、この爪26が支持板22に下方から引掛
けられることにより柱体25が抜けなくなり、結果的に
横地3に対して足場板5が結合されることになる。
The stopper member 24 is inserted into the hole of the engaging piece 18, and the claw 26 is provided at the bottom of the pillar member 25 so as to be retractable.
And a flange-shaped head 27 provided on the upper end of the pillar 25, and the engaging piece 1 on the support plate 22 via the spacer 28.
8 and then the columnar body 25 is inserted into the hole 23 while pushing in the pawl 26, the pawl 26 is projected again by its own weight or another spring member, and the pawl 26 is hooked on the support plate 22 from below so that the columnar body 25 Will not come off, and as a result, the scaffolding plate 5 will be joined to the horizontal ground 3.

【0033】爪26を押し込みながら柱体25を押し上
げると柱体25が孔23から抜け、足場板5を取りはず
すことができる。
When the pillar 25 is pushed up while pushing in the claw 26, the pillar 25 comes out of the hole 23, and the scaffold plate 5 can be removed.

【0034】上記のようにして足場板5を横方向に連続
して架設した時、隣り同志の足場板5,5間には図4に
示すように隙間Lが形成される場合がある。
When the scaffolding plates 5 are continuously laid in the lateral direction as described above, a gap L may be formed between the scaffolding plates 5 and 5 adjacent to each other as shown in FIG.

【0035】しかし、この場合でも隙間Lに対応する下
方には横地3における板状本体21が存在し、下方に連
らなる隙間は存在しなくなる。
However, even in this case, the plate-shaped main body 21 in the horizontal ground 3 exists below the gap L, and the gap extending downward does not exist.

【0036】又、係合片18,18の端部同志を当接さ
せれば隙間の発生はより完全に無くすることができる。
If the ends of the engagement pieces 18, 18 are brought into contact with each other, the generation of the gap can be completely eliminated.

【0037】この為、小さい工具、止め具、破片、ご
み、その他の小物物品の下方への落下を防止できる。
Therefore, it is possible to prevent small tools, stoppers, debris, dust, and other small articles from falling down.

【0038】横地3は、図10の他の実施例に示すよう
に、断面T字状の板材からなるフレームで構成し、縦方
向の一枚の板状の本体21aと、板状本体21aの上端
に設けた支持板22aとを備えたものでもよい。
As shown in another embodiment of FIG. 10, the horizontal material 3 is composed of a frame made of a plate material having a T-shaped cross section, and has one plate-shaped main body 21a in the vertical direction and the plate-shaped main body 21a. It may be provided with a support plate 22a provided at the upper end.

【0039】この場合には、支持板22aの上面が直接
隙間Lの下方に対向でき、下方に向く隙間を無くすこと
ができる。
In this case, the upper surface of the support plate 22a can directly face the lower part of the gap L, and the downward gap can be eliminated.

【0040】次に、枠体10を建地1,2に結合させる
結合方法と連結部材を図5,図6、図7にもとづいて説
明する。
Next, a connecting method for connecting the frame body 10 to the buildings 1, 2 and a connecting member will be described with reference to FIGS. 5, 6 and 7.

【0041】前記したように、建地1,2にはフランジ
20が設けられており、このフランジ20は円板状のフ
ランジ本体20aとこのフランジ本体20aの外周に一
体に設けた蟻溝状の係合リングからなる引掛部20bと
を備えている。
As described above, the construction sites 1 and 2 are provided with the flange 20, and the flange 20 has a disk-shaped flange body 20a and a dovetail-shaped groove integrally provided on the outer periphery of the flange body 20a. And a hooking portion 20b formed of an engagement ring.

【0042】他方、枠体10を構成する左右の縦方向支
柱11,12の下部には横方向に貫通する孔29を形成
し、この孔29内には横方向からロックピース30を挿
入し、このロックピース30の先端に設けたフック31
をフランジ20の引掛部20bに係合させ、対でロック
ピース30の胴部32に形成した縦方向の楔挿入孔33
に楔34を打ち込むと、楔34がロックピース30を引
き寄せると共に縦方向の支柱11,12をフランジ20
の外面に押し当てて締め付ける。
On the other hand, a hole 29 penetrating in the horizontal direction is formed in the lower portion of the left and right vertical columns 11, 12 constituting the frame body 10, and a lock piece 30 is inserted in the hole 29 from the horizontal direction. Hook 31 provided at the tip of this lock piece 30
Are engaged with the hooking portions 20b of the flange 20 to form a pair of vertical wedge insertion holes 33 formed in the body 32 of the lock piece 30.
When the wedge 34 is driven in, the wedge 34 pulls the lock piece 30 and the vertical columns 11 and 12 are attached to the flange 20.
Press on the outer surface of and tighten.

【0043】この為、フランジ20と、ロックピース3
0と、楔344とで建地1,2に枠体10の縦方向支柱
11,12の下部が着脱自在に結合されることになる。
Therefore, the flange 20 and the lock piece 3
The lower parts of the vertical columns 11 and 12 of the frame body 10 are detachably coupled to the buildings 1 and 2 by 0 and the wedge 344.

【0044】尚、巾木13は、ボルト35を介して縦方
向支柱11,12に着脱自在に結合されている。
The baseboard 13 is detachably connected to the vertical columns 11 and 12 via bolts 35.

【0045】更に、枠体10の上部は、図7に示すよう
に、手摺支柱14の左右両端部に楔挿入用孔33aが形
成され、又、手摺支柱14内に図5と同じロックピース
30の基端が挿入されており、手摺支柱14とロックピ
ース30の楔挿入孔33a,33に楔34を打ち込むと
縦方向支柱11,12の上部がフランジ20に結合され
るようになっている。
Further, as shown in FIG. 7, the upper portion of the frame body 10 is provided with wedge insertion holes 33a at both left and right ends of the handrail support column 14, and the lock piece 30 in the handrail support column 14 is the same as that shown in FIG. When the wedge 34 is driven into the handrail support 14 and the wedge insertion holes 33a, 33 of the lock piece 30, the upper portions of the vertical support 11, 12 are joined to the flange 20.

【0046】図9は、本発明の他の実施例を示す。FIG. 9 shows another embodiment of the present invention.

【0047】これは、巾木13の内周面下部に長手方向
に沿う水平な支持板13aを突設させ、この支持板13
a上に多数の足場板5aを当接させながら並べたもので
ある。
In this construction, a horizontal support plate 13a extending in the longitudinal direction is provided on the lower part of the inner peripheral surface of the skirting board 13, and the support plate 13
A large number of scaffold plates 5a are arranged side by side on a.

【0048】足場板5aは、板本体17aと板本体17
aの下部に設けた断面L状の補強部材17bとで構成さ
れ、補強部材17bの下面を支持板13a上に着脱自在
に置き、板本体17aの左右両端面を隣りの足場板5a
の端面に当接し、各足場板5a間に隙間を無くすように
したものである。
The scaffolding board 5a includes a board body 17a and a board body 17a.
a reinforcing member 17b having an L-shaped cross section provided in the lower part of a, the lower surface of the reinforcing member 17b is detachably placed on the support plate 13a, and the left and right end surfaces of the plate body 17a are adjacent to the scaffolding plate 5a.
The end surfaces of the scaffolding plates 5a are brought into contact with each other to eliminate the gaps between the scaffolding plates 5a.

【0049】他の構成は、図3の実施例と同じである。The other structure is the same as that of the embodiment shown in FIG.

【0050】但しこの場合、横地3は単なる支柱、板等
からなる横架材であっても良い。
However, in this case, the horizontal material 3 may be a horizontal member made of simple columns, plates, or the like.

【0051】図11は、建地1,2と横地3との結合方
法の他の実施例を示す。
FIG. 11 shows another embodiment of the method of connecting the building sites 1 and 2 to the horizontal site 3.

【0052】これは、横地3を図10の実施例と同じよ
うに、板状本体21aと板状本体21aの上端に設け支
持板22aとからなる断面T字状のフレームで構成され
ている。
This is composed of a frame having a T-shaped cross section, which is composed of a plate-shaped main body 21a and a support plate 22a provided on the upper end of the plate-shaped main body 21a, as in the embodiment shown in FIG.

【0053】板状本体21aの両端部にはシュー36を
一体に結合し、このシュー36の端部にフランジ20の
引掛部20bに引掛けるフック37を設け、フック37
を引掛部20bに引掛けた後にシュー36に形成した楔
挿入孔38に楔39を打ち込むとシュー36がフランジ
20に押し付けられ、引掛部20bにフック37が喰い
込んでフランジ20に横地3が着脱自在に結合される。
A shoe 36 is integrally connected to both ends of the plate-shaped main body 21a, and a hook 37 for hooking the hook 20b of the flange 20 is provided at the end of the shoe 36.
When the wedge 39 is driven into the wedge insertion hole 38 formed in the shoe 36 after the hook is hooked on the hook portion 20b, the shoe 36 is pressed against the flange 20 and the hook 37 bites into the hook portion 20b to attach and detach the lateral surface 3 to the flange 20. Can be freely combined.

【0054】横地3には補強用のブレース9a,9aが
ボルトを介して結合され、このブレース9a,9aの下
部は上記と同じシュー36を介して建地1,2の下方フ
ランジ20に結合されている。
Reinforcing braces 9a, 9a are connected to the horizontal ground 3 via bolts, and the lower portions of the braces 9a, 9a are connected to the lower flanges 20 of the construction sites 1, 2 via the same shoes 36 as described above. ing.

【0055】この実施例では、建地1と横地3とが分離
できると共に任意に組立られる為に、別々に保管した
り、運搬したりすることができ、工事現場が水平でも、
R状に弯曲していても、あるいは出隅、入隅であっても
その形状に合わせて建地を組付けできる。
In this embodiment, the building 1 and the horizontal land 3 can be separated and can be arbitrarily assembled, so that they can be stored and transported separately, and even if the construction site is horizontal,
Even if it is curved in an R shape, or whether it is a projecting corner or a projecting corner, the building site can be assembled according to its shape.

【0056】[0056]

【発明の効果】本発明によれば、次の効果がある。The present invention has the following effects.

【0057】1)各請求項の発明によれば、縦方向支柱
と手摺支柱と巾木とからなる枠体が建地に着脱自在に結
合されているから、手摺支柱と巾木とが同時に組立,解
体できるため、その作業性が向上し部品点数が少なく加
工性、経済性にすぐれ、しかも巾木と手摺支柱によって
作業者の安全性が図れ、更に巾木は足場板の前後両サイ
ドにおける隙間の発生を防止するから足場板上の工具、
止め具、破片、その他の小物部品の落下を防止できる。
1) According to the invention of each claim, since the frame body composed of the vertical support, the handrail support and the baseboard is detachably connected to the building, the handrail support and the baseboard are assembled at the same time. , Because it can be disassembled, its workability is improved, the number of parts is small, the workability and economy are excellent, and the skirting board and the handrail support post ensure worker safety. To prevent the occurrence of tools on the scaffolding board,
It can prevent stoppers, debris, and other small parts from falling.

【0058】2)請求項1及び請求項2の発明によれ
ば、隣接する足場板同志の間に下方に向けた隙間の発生
が防止され、これにより足場板上の小物部品が落下した
り、作業者がつまづくようなことを防止でき、安全性の
向上が図れる。
2) According to the first and second aspects of the present invention, a downward gap is prevented from being generated between the adjacent scaffolding boards, whereby small parts on the scaffolding board drop, Workers can be prevented from being tripped, and safety can be improved.

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

【図1】本発明の一実施例に係る枠組足場の斜視図であ
る。
FIG. 1 is a perspective view of a frame scaffold according to an embodiment of the present invention.

【図2】図1の枠組足場の分解斜視図である。2 is an exploded perspective view of the frame scaffold of FIG. 1. FIG.

【図3】横地と足場板との取り付け状態を示す図2の一
部拡大斜視図である。
FIG. 3 is a partially enlarged perspective view of FIG. 2 showing a state in which a horizontal ground and a scaffold plate are attached.

【図4】横地と足場板との結合部における図1の拡大断
面図である。
FIG. 4 is an enlarged cross-sectional view of FIG. 1 at a joint portion between a horizontal ground and a scaffold plate.

【図5】枠体の取り付け状態を示す図1の一部拡大斜視
図である。
FIG. 5 is a partially enlarged perspective view of FIG. 1 showing a mounted state of a frame body.

【図6】図5の一部拡大縦断正面図である。FIG. 6 is a partially enlarged vertical front view of FIG.

【図7】手摺支柱と建地との結合状態を示す図2の一部
拡大斜視図である。
7 is a partially enlarged perspective view of FIG. 2 showing a state where the handrail support columns and the building are connected.

【図8】建地と足場板と枠体との結合状態を示す図1の
横断拡大平面図である。
8 is a cross-sectional enlarged plan view of FIG. 1 showing a combined state of a building, a scaffold plate, and a frame.

【図9】本発明の他の実施例に係る足場板の取り付け状
態を示す一部拡大斜視図である。
FIG. 9 is a partially enlarged perspective view showing a mounted state of a scaffolding board according to another embodiment of the present invention.

【図10】本発明の他の実施例に係る足場板と横地の取
り付け状態を示す縦断正面図である。
FIG. 10 is a vertical cross-sectional front view showing the attachment state of the scaffolding plate and the horizontal ground according to another embodiment of the present invention.

【図11】建地と横地の取り付け状態を示す本発明の他
の実施例に係る斜視図である。
FIG. 11 is a perspective view according to another embodiment of the present invention, showing a mounting state of a building and a horizontal land.

【符号の説明】[Explanation of symbols]

1,2 建地 3 横地 4 建枠 4a 下部建枠 4b 上部建枠 5,5a 足場板 11,12 縦方向支柱 13 巾木 13a 支持板 14,15 手摺支柱 16 山形状の支柱 18 係合片 20 フランジ 20b 引掛部 21,21a 板状本体 22,22a 支持板 23 孔 24 止め材 25 柱体 26 爪 29 孔 30 ロックピース 31 フック 32 胴部 33 楔挿入孔 34 楔 A 枠組足場 1, 2 Buildings 3 Horizontal 4 Building frame 4a Lower building frame 4b Upper building frame 5,5a Scaffolding board 11, 12 Longitudinal support 13 Baseboard 13a Support plate 14, 15 Handrail support 16 Mountain-shaped support 18 Engagement piece 20 Flange 20b Hook portion 21,21a Plate-shaped main body 22,22a Support plate 23 Hole 24 Stop member 25 Pillar 26 Claw 29 Hole 30 Lock piece 31 Hook 32 Body 33 Wedge insertion hole 34 Wedge A Frame scaffolding

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 前後一対の建地と各建地間に架設された
横地とで建枠を構成し、当該建枠を横方向に複数並設す
ると共に隣接する建枠の横地間に足場板を着脱自在に架
設している枠組足場において、少なくとも二本の縦方向
支柱と各縦方向支柱の上部と中間部間に架設した複数の
手摺支柱と各縦方向支柱の下部間に架設した巾木とで枠
体を構成し、当該枠体を前記隣接する前側同志の建地間
と後側同志の建地間に着脱自在に結合させ、更に横地を
断面T字状のフレームで構成し、前記足場板の端部に係
合片を突設し、この係合片を上記フレーム上に着脱自在
に結合させた枠組足場。
1. A building frame comprising a pair of front and rear building lands and a horizontal land erected between the building lands, a plurality of the building framings being arranged side by side in the lateral direction, and a scaffolding board between the horizontal lands of adjacent building frames. In a frame scaffold that is detachably erected, at least two vertical struts, a plurality of handrail struts installed between the upper and middle parts of each vertical stanchion, and a skirting board erected between the lower parts of each vertical stanchion. And a frame body, and the frame body is detachably coupled between the adjacent front premises and the rear premises, and the horizontal territory is formed by a frame having a T-shaped cross section, A frame scaffold in which an engaging piece is provided at an end of a scaffolding plate so that the engaging piece is detachably coupled to the frame.
【請求項2】 巾木の内周面下部に長手方向に沿う支持
板を突設させ、この支持板上に多数の足場板を当接させ
ながら並べて着脱自在に結合させた請求項1記載の枠組
足場。
2. A support plate extending along a longitudinal direction is provided at a lower portion of an inner peripheral surface of a skirting board, and a large number of scaffold plates are arranged side by side on the support plate so as to be detachably coupled. Framework scaffolding.
【請求項3】 枠体を構成する縦方向支柱と横方向の手
摺との間に山形状の支柱を架設した請求項1記載の枠組
足場。
3. The frame scaffold according to claim 1, wherein a mountain-shaped support pillar is installed between a vertical support pillar and a horizontal handrail constituting the frame body.
【請求項4】 建地に任意の間隔を置いて引掛部を備え
た複数のフランジを固定し、枠体を構成する縦方向支柱
にこのフランジに対応する孔を形成し、他方先端にフッ
クを形成すると共に胴部に縦方向の楔挿入孔を形成した
ロックピースを設け、前記孔からロックピースを挿入し
てフックを引掛部に引掛け、楔挿入孔に楔を打ち込むこ
とによって縦方向支柱を建地に結合させる請求項1記載
の枠組足場。
4. A plurality of flanges provided with hooking portions are fixed to a building site at arbitrary intervals, holes corresponding to the flanges are formed in a vertical column forming a frame, and a hook is provided at the other end. Forming a lock piece with a vertical wedge insertion hole formed in the body, insert the lock piece from the hole, hook the hook on the hook portion, and strike the wedge in the wedge insertion hole to form the vertical support. The frame scaffold according to claim 1, which is bonded to a building site.
【請求項5】 横地を縦方向の板状本体と本体の上端に
設けた水平な支持板とからなる断面T字状のフレームで
構成し、この支持板に一つ又は複数の孔を形成し、他方
足場板の係合にこの孔と対応する位置に柱体と柱体の下
部に出没自在に設けた爪とからなる止め材を設け、この
止め材を前記支持板の孔に挿入して横地に足場板を着脱
自在に結合させる請求項1記載の枠組足場。
5. The horizontal ground is constituted by a frame having a T-shaped cross section, which is composed of a plate-shaped main body in the vertical direction and a horizontal support plate provided at the upper end of the main body, and one or a plurality of holes are formed in this support plate. On the other hand, when the scaffolding plate is engaged, a stopper member is provided at a position corresponding to this hole, and the stopper member is composed of a pillar body and a claw provided at the bottom of the pillar body so as to be retractable. The frame scaffold according to claim 1, wherein the scaffold plate is detachably coupled to the horizontal ground.
JP5113620A 1993-04-16 1993-04-16 Framework scaffolding Expired - Lifetime JP2522751B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5113620A JP2522751B2 (en) 1993-04-16 1993-04-16 Framework scaffolding

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5113620A JP2522751B2 (en) 1993-04-16 1993-04-16 Framework scaffolding

Publications (2)

Publication Number Publication Date
JPH06299691A JPH06299691A (en) 1994-10-25
JP2522751B2 true JP2522751B2 (en) 1996-08-07

Family

ID=14616834

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5113620A Expired - Lifetime JP2522751B2 (en) 1993-04-16 1993-04-16 Framework scaffolding

Country Status (1)

Country Link
JP (1) JP2522751B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002089032A (en) * 2000-09-12 2002-03-27 Sogo Ashiba Engineering Kk Scaffold device
JP2010013932A (en) * 2009-10-19 2010-01-21 Sogo Ashiba Engineering Kk Scaffold device
JP2010196468A (en) * 2010-06-17 2010-09-09 Sogo Ashiba Engineering Kk Scaffold device

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100416020C (en) * 2002-09-10 2008-09-03 拉里克有限公司 Temporary structural piece for handrail
JP4621028B2 (en) * 2004-01-21 2011-01-26 株式会社ラリック Scaffolding plate structure
JP2006291473A (en) * 2005-04-06 2006-10-26 Sumitomo Metal Steel Products Inc Preceding handrail frame and bound-type prefabricated scaffolding
JP5951368B2 (en) * 2012-06-27 2016-07-13 アルインコ株式会社 Fixing device for scaffold component
JP5697814B1 (en) 2013-04-18 2015-04-08 株式会社Aoi Freehandrail
JP6491895B2 (en) * 2015-01-30 2019-03-27 エスアールジータカミヤ株式会社 Reinforcement frame for temporary structures
ES2936071T3 (en) 2015-09-02 2023-03-14 Atlantic Pacific Equipment Inc scaffold system

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5433306U (en) * 1977-08-11 1979-03-05
JPS5466414U (en) * 1977-10-19 1979-05-11
JPS564124U (en) * 1979-06-22 1981-01-14
JPS5736764U (en) * 1980-08-11 1982-02-26
JPS6097943U (en) * 1983-12-10 1985-07-04 三菱重工業株式会社 Mobile safety fence unit
JPH0680269B2 (en) * 1987-10-30 1994-10-12 株式会社竹中工務店 How to install safety handrails on the pier
JPH079546Y2 (en) * 1988-09-26 1995-03-06 矢崎総業株式会社 Electric wire chuck

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002089032A (en) * 2000-09-12 2002-03-27 Sogo Ashiba Engineering Kk Scaffold device
JP2010013932A (en) * 2009-10-19 2010-01-21 Sogo Ashiba Engineering Kk Scaffold device
JP2010196468A (en) * 2010-06-17 2010-09-09 Sogo Ashiba Engineering Kk Scaffold device

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Publication number Publication date
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