JPH0481021B2 - - Google Patents
Info
- Publication number
- JPH0481021B2 JPH0481021B2 JP11167987A JP11167987A JPH0481021B2 JP H0481021 B2 JPH0481021 B2 JP H0481021B2 JP 11167987 A JP11167987 A JP 11167987A JP 11167987 A JP11167987 A JP 11167987A JP H0481021 B2 JPH0481021 B2 JP H0481021B2
- Authority
- JP
- Japan
- Prior art keywords
- corner
- framework
- pipes
- vertical
- adjacent
- 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
Links
- 239000004744 fabric Substances 0.000 claims description 28
- 239000002184 metal Substances 0.000 claims description 12
- 238000000034 method Methods 0.000 claims description 8
- 238000010276 construction Methods 0.000 description 11
- 239000000463 material Substances 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000012986 modification Methods 0.000 description 4
- 230000004048 modification Effects 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000009418 renovation Methods 0.000 description 1
Landscapes
- Movable Scaffolding (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、建物の新築、改修などのために仮設
する枠組足場の構築工法に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a construction method for a temporary framework scaffold for new construction, renovation, etc. of a building.
従来の枠組足場の構築工法を第14図、第15
図について説明する。
Figures 14 and 15 show the construction method of conventional framework scaffolding.
The diagram will be explained.
第14図、第15図において、1は2本の竪管
2の上端部間に横管3の両端部を溶接固定した基
本構成の建枠であり、1対の建枠1を所定間隔で
対向させ、これらの建枠1の対向する竪管2を筋
違4によつてそれぞれ連結し、対向する横管3上
に2枚ずつ鋼製布板5を係合、支持し、多数の直
方体状の枠組体6を構成しつつ、これらの枠組体
6を水平方向および垂直方向に連結することによ
り、仮設用の枠組足場を構築することが行われて
いる。そして、同じ建枠1の竪管2間の間隔よ
り、枠組体6を構成する異つた建枠1の竪管2間
の間隔が長いため、後者の間隔に筋違4が設けら
れている。また、新築、改修する建物の形状に合
せて、足場にも直角に屈曲するコーナー部を設け
ることが必要な場合が多いが、コーナー部では、
第15図に示すように、隣接する一方の枠組体6
の側面に他方の枠組体5の端面を突合せて、隣接
する両枠組体を連結、固定している。 14 and 15, reference numeral 1 is a building frame with a basic configuration in which both ends of a horizontal pipe 3 are welded and fixed between the upper ends of two vertical pipes 2, and a pair of building frames 1 are arranged at a predetermined interval. The opposing vertical pipes 2 of these building frames 1 are connected by braces 4, and two steel cloth plates 5 are engaged and supported on the opposing horizontal pipes 3 to form a large number of rectangular parallelepipeds. A temporary framework scaffolding is constructed by constructing framework bodies 6 having a shape and connecting these framework bodies 6 in the horizontal and vertical directions. Since the distance between the vertical pipes 2 of different building frames 1 constituting the frame body 6 is longer than the distance between the vertical pipes 2 of the same building frame 1, braces 4 are provided at the latter intervals. Additionally, depending on the shape of the building being newly constructed or renovated, it is often necessary to provide corners that bend at right angles to the scaffolding.
As shown in FIG. 15, one of the adjacent framework bodies 6
The end face of the other frame body 5 is brought into contact with the side surface of the frame body 5, thereby connecting and fixing both adjacent frame bodies.
〔発明が解決しようとする問題点〕
しかし、前述した従来の構築工法によつて得ら
れた枠組足場は、第15図から明らかなように、
コーナー部の布板5上を一方の枠組体6の筋違4
が横切つているため、布板5上を作業者が大きい
資材や作業用機器を持つて通る場合などに、筋違
4が邪魔になり、危険を伴うという問題点があつ
た。そこで、布板5上に位置する筋違4をなくす
ことが考えられるが、これは足場のコーナー部の
強度を弱くし、とくに高さが高い足場には適用で
きないという問題点があつた。[Problems to be solved by the invention] However, as is clear from Fig. 15, the framework scaffold obtained by the conventional construction method described above has
Place the brace 4 of one frame body 6 on the cloth board 5 at the corner.
Since the braces 4 cross over the cloth board 5, there is a problem in that when a worker passes over the cloth board 5 with a large material or work equipment, the braces 4 get in the way and pose a danger. Therefore, it has been considered to eliminate the braces 4 located on the cloth board 5, but this has the problem that it weakens the strength of the corner portions of the scaffold and cannot be applied to particularly tall scaffolds.
本発明は、前述した問題点を解決して、コーナ
ー部の布板上に大きい資材や作業用機器を持つて
通る場合に邪魔になる筋違などの部材がなく、ま
たコーナー部用部材の種類が少く、容易にコーナ
ー部を構築できる枠組足場の構築工法を提するこ
とを目的としている。 The present invention solves the above-mentioned problems, eliminates members such as braces that get in the way when carrying large materials or work equipment on the cloth board at the corner, and uses different types of members for the corner. The purpose of this study is to provide a method for constructing a framework scaffolding that has fewer corners and can easily construct corner sections.
本発明は、2本の竪管の上端部間に横管の両端
部を固定した基本構成の建枠の1対を所定間隔で
対向させ、建枠の対向する竪管を筋違によつて連
結し、対向する横管上に布板を係合支持し、多数
の直方体状の枠組体を構成しつつ、これらの枠組
体を水平および垂直方向に連結する枠組足場の構
築工法において、足場が屈曲するコーナー部で隣
接する枠組体の内、外一側の竪管をコーナー部連
結金具の係合により互いに近接させて位置決め保
持し、隣接する枠組体も内、外側他側の竪管を離
間させ、これらの竪管の間にコーナー部竪管を立
て、隣接する枠組体の横管にコーナー部布板の2
辺部を係合支持すると共に、コーナー部布板を前
記コーナー部竪管の上端部に固定した支持金具に
係合支持し、コーナー部枠組体を組立て、コーナ
ー部竪管を上方に連結して前記コーナー部枠組体
を下方から上方に順次組立てるものである。
In the present invention, a pair of building frames having a basic configuration in which both ends of a horizontal pipe are fixed between the upper ends of two vertical pipes are opposed at a predetermined interval, and the opposing vertical pipes of the building frames are connected by braces. In the construction method of frame scaffolding, which connects and supports cloth boards on opposing horizontal pipes to form a large number of rectangular parallelepiped frameworks, and connects these frameworks horizontally and vertically, the scaffolding The vertical pipes on the inner and outer sides of adjacent frame bodies are positioned and held close to each other by the engagement of the corner connecting fittings at the bent corners, and the vertical pipes on the other inner and outer sides of the adjacent frame bodies are also separated. erect the corner vertical pipe between these vertical pipes, and attach two of the corner cloth plates to the horizontal pipe of the adjacent frame body.
The side portions are engaged and supported, and the corner cloth plate is engaged and supported by a support fitting fixed to the upper end of the corner vertical pipe, the corner frame is assembled, and the corner vertical pipe is connected upwardly. The corner frame assembly is assembled sequentially from the bottom to the top.
本発による枠組足場の構築工法は、コーナー用
の特別部品としては、コーナー部連結金具、コー
ナー部竪管およびコーナー部布板の3種類を主要
部材とし、必な場合にコーナー部筋違を用いれば
よいので、コーナー部用部材の種類が少く、ま
た、コーナー部竪管を立て、コーナー部結具を用
いてコーナー部で隣接する枠組体の一側の竪管を
互いに近接させて位置決めし、コーナー部竪管を
立て、コーナー部布板を隣接する枠組体の横管に
係合支持させると共に、コーナー部竪管の支持金
具に係合支持させることにより、コーナー部枠組
体を組立てることができ、このようなコーナー部
枠組体を下方から上方に、通常の枠組体の連結作
業に組込んで連結して行けばよいので、特別な工
具や治具をコーナー部枠組体の組立に必要とせ
ず、通常の枠組体に準ずる作業により、コーナー
部枠組体を容易に組立てることができる。そし
て、本発明では、コーナー部で隣接する枠組体の
側面と端面を当接させず、これらの端面の寸法に
相当する正方形の空間部を作り、この空間部に前
記コーナー部枠組体を構築することにより、コー
ナー部の布板を横切るような筋違がなく、コーナ
ー部を大形資材や大形作業用機器を持つて通る場
合の邪魔物がなくなるので、大型資材の運搬等が
可能となる他、邪魔物がなくなるので、作業時の
危険を減らすことができる。
The method for constructing a framework scaffold based on this invention uses three types of special parts for corners: corner connecting fittings, corner vertical pipes, and corner cloth boards, and uses corner braces when necessary. Since there are only a few types of members for the corner parts, the vertical pipes at the corner parts are erected, and the vertical pipes on one side of the adjacent frame bodies are positioned close to each other at the corner parts using corner joints. The corner frame assembly can be assembled by standing the corner vertical pipe, engaging and supporting the corner cloth plate with the horizontal pipe of the adjacent frame body, and engaging and supporting the support fitting of the corner vertical pipe. , Since such a corner frame body can be assembled and connected from the bottom to the top in the normal frame body connection work, no special tools or jigs are required to assemble the corner frame body. The corner frame body can be easily assembled by the same work as a normal frame body. In the present invention, the side faces and end faces of adjacent frame bodies are not brought into contact with each other at the corner parts, a square space corresponding to the dimensions of these end faces is created, and the corner part framework is constructed in this space. As a result, there are no striations that cross the cloth board at the corners, and there are no obstructions when carrying large materials or large work equipment through the corners, making it possible to transport large materials. Additionally, since there are no obstacles in the way, danger during work can be reduced.
以下、本発明の一実施例を第1図乃至第9図に
ついて説明する。
An embodiment of the present invention will be described below with reference to FIGS. 1 to 9.
第1図乃至第4図に示すように、コーナー部連
結金具7は、外形平面が競技場形の金具本体8内
の両端部に嵌合筒9が溶接固定され、これらの縦
軸を結ぶ線Aとそれぞれ135゜傾斜する横軸線Bを
もち下面に開口する断面U字形の係合部10が溶
接固定されている。 As shown in FIGS. 1 to 4, in the corner connecting fitting 7, a fitting tube 9 is welded and fixed to both ends of a fitting main body 8 whose external plane is in the shape of a stadium, and a line connecting these vertical axes is formed. An engaging portion 10 having a U-shaped cross section and opening at the lower surface and having horizontal axes B inclined at 135° with respect to A is fixed by welding.
また、コーナー部布板11は、第1図、第5図
に示すように表面を滑り止めした鋼板からなる面
板12の外周縁部下面にアングル材13を溶接な
どで固定した正方形状のもので、隣接する2辺に
係合金具14が2個ずつ固定されている。 In addition, the corner cloth plate 11 is a square-shaped one in which an angle member 13 is fixed by welding or the like to the lower surface of the outer peripheral edge of a face plate 12 made of a steel plate with a non-slip surface, as shown in FIGS. 1 and 5. , two engaging metal fittings 14 are fixed to each of two adjacent sides.
さらに、コーナー部竪管15は、第1図、第6
図乃至第8図に示すように、上端部外周面に支持
金具16が溶接固定され、支持金具16は、下面
が補強片17によつてコーナー部竪管15の外周
面に固定され、先端部に上方に屈曲され、上端か
ら内向きに屈曲された折返し片16aが設けら
れ、折返し片16aが直角2等辺三角形の直角頂
部を切欠いた平面台形に形成されている。支持金
具16下方には筋違19を係止するための上、下
係止金具18が配設され、これらの係止金具18
は、コーナー部竪管15の外周面に溶接固定され
た取付片18aの両端部に係止片18bがそれぞ
れ溶接固定され、これらの係止片18bが前記折
返し片16a両側に互いに直交するような平面位
置に配設されている。 Furthermore, the corner vertical pipe 15 is shown in FIGS.
As shown in FIGS. 8 to 8, a support metal fitting 16 is welded and fixed to the outer circumferential surface of the upper end portion, the lower surface of the support metal fitting 16 is fixed to the outer circumferential surface of the corner vertical pipe 15 by a reinforcing piece 17, and the tip portion A folded piece 16a is provided which is bent upward and inwardly from the upper end, and the folded piece 16a is formed into a planar trapezoid with the right-angled apex of a right-angled isosceles triangle cut away. Upper and lower locking fittings 18 for locking the braces 19 are disposed below the support fitting 16, and these locking fittings 18
In this case, locking pieces 18b are welded and fixed to both ends of a mounting piece 18a that is welded and fixed to the outer circumferential surface of the corner vertical pipe 15, and these locking pieces 18b are perpendicular to each other on both sides of the folded piece 16a. It is placed in a flat position.
そして、第9図に示すように、コーナー部以外
は、従来の枠組足場と同様に、2本の竪管2の上
端部間に横管3の両端部を固定した基本構成の建
枠1の1対を所定間隔で対向させ、これらの建枠
1の対向する竪管2を筋違4によつてそれぞれ連
結し、対向する横管3上に2枚の鋼製布板5を、
これらの対向辺に設けた係合金具14を横管3に
掛けることで、係合支持させ、多数の枠組体6を
構成しつつ、これらの枠組体6を新築または改修
する建物20の外側近くに沿わせて水平に適宜の
手段で連結して行く。 As shown in FIG. 9, except for the corner parts, the building frame 1 has a basic structure in which both ends of the horizontal pipe 3 are fixed between the upper ends of the two vertical pipes 2, similar to the conventional framework scaffolding. A pair of steel cloth plates 5 are placed facing each other at a predetermined interval, and the opposing vertical pipes 2 of these building frames 1 are connected by braces 4, and two steel cloth plates 5 are placed on the opposing horizontal pipes 3.
By hooking the engaging metal fittings 14 provided on these opposing sides to the horizontal pipe 3, they are engaged and supported, forming a large number of framework bodies 6, and these framework bodies 6 are installed near the outside of the building 20 to be newly constructed or renovated. Connect them horizontally by appropriate means.
建物および足場のコーナー部では、第9図、第
1図に示すように、隣接する枠組体6の内側の竪
管2を近接させて配置し、隣接する枠組体6の端
面間に平面正方形状の空間部21を残しておく。
近接させて配置した内側の竪管2の横管3上に突
出した上端部に前記コーナー部連結金具7の嵌合
筒9の下半部を嵌合させ、前記連結金具7の係合
部10を竪管2に固定された横管3に上方から係
合支持させることにより、隣接する枠組体6の内
側の竪管2を互いに近接させて位置決め保持す
る。また、前記空間部21の連結金具7と対向す
る外側の角部に前記コーナー部竪管15を、支持
金具16および上、下係止片18bを内向きにし
て立てる。コーナー部に隣接する枠組体6の外側
の竪管2に設けた図示しない上、下係止片とコー
ナー部竪管15の上、下係止片18bとにコーナ
ー部筋違19の4つの端部を係合することによ
り、空間部21の外側の2辺部で、竪枠2とコー
ナー部竪管15をコーナー部筋違19によつて連
結する。さらに、コーナー部布板11の係合金具
14を隣接する枠組体6の空間部21の内側の2
辺と対向する横管3に上方から掛けて、これらの
横管3にコーナー部布板11を係合、支持させ、
コーナー部布板11の外側隅部を、この布板11
のアングル材12をコーナー部竪管15の支持金
具16に係合支持させることで、コーナー部枠組
体22を構成する。そして、下方ら上方に向つ
て、枠組体6を連結して行くと共に、コーナー部
枠組体22も連結して行く。コーナー部枠組体2
2を上方に連結するには、上方に連結する枠組体
6の内側の竪管2の下端部をコーナー部連結金具
7の嵌合筒9の上半部に嵌合させ、またコーナー
部竪管15の上端部に上方に連結するコーナー部
枠組体22の下端部を嵌合させる。 At the corner parts of buildings and scaffolding, as shown in FIGS. 9 and 1, the inner vertical pipes 2 of adjacent framework bodies 6 are placed close to each other, and the end surfaces of adjacent framework bodies 6 are arranged in a square plane. A space 21 is left.
The lower half of the fitting tube 9 of the corner connecting fitting 7 is fitted into the upper end portion of the inner vertical tube 2 which is arranged close to each other and protrudes above the horizontal tube 3, and the engaging portion 10 of the connecting fitting 7 is fitted. By engaging and supporting the horizontal pipes 3 fixed to the vertical pipes 2 from above, the vertical pipes 2 inside the adjacent framework bodies 6 are positioned and held close to each other. Further, the corner vertical pipe 15 is erected at the outer corner of the space 21 facing the connecting fitting 7, with the supporting fitting 16 and the upper and lower locking pieces 18b facing inward. The four ends of the corner brace 19 are attached to the upper and lower locking pieces (not shown) provided on the outer vertical pipe 2 of the frame body 6 adjacent to the corner and the upper and lower locking pieces 18b of the corner vertical pipe 15. By engaging the parts, the vertical frame 2 and the corner vertical pipe 15 are connected by the corner brace 19 at the two outer sides of the space part 21. Furthermore, the engaging fittings 14 of the corner cloth plate 11 are connected to the two inner sides of the space 21 of the adjacent frame body 6.
It is hung from above on the horizontal pipes 3 facing the sides, and the corner cloth boards 11 are engaged and supported by these horizontal pipes 3.
The outer corner of the corner cloth board 11 is
The corner frame 22 is constructed by engaging and supporting the angle member 12 with the support fitting 16 of the corner vertical pipe 15. Then, from the bottom to the top, the frame bodies 6 are connected, and the corner frame bodies 22 are also connected. Corner frame 2
2 are connected upwardly, the lower end of the vertical pipe 2 inside the frame body 6 to be connected upward is fitted into the upper half of the fitting tube 9 of the corner connecting fitting 7, and the corner vertical pipe 2 is connected upwardly. The lower end of the corner frame 22 connected upward is fitted into the upper end of the corner frame 15.
なお、図示省略したが、枠組体およびコーナー
部枠組体の竪管およびコーナー部竪管の上端部に
は小外径の管または棒からなる嵌挿部を嵌合固定
しておき、これらの嵌挿部に上方の竪管、コーナ
ー部竪管の下端部を嵌めることが好ましく、最下
段の竪管、コーナー部竪管は必要に応じジヤツキ
を装着したものとする。 Although not shown in the drawings, fitting portions made of small outer diameter tubes or rods are fitted and fixed to the upper ends of the vertical pipes of the frame body and corner frame bodies, and the corner vertical pipes. It is preferable to fit the lower ends of the upper vertical tube and the corner vertical tube into the insertion part, and the lowermost vertical tube and the corner vertical tube are equipped with jacks as necessary.
また、この実施例の工法で構築された枠組足場
を撤去するには、前述した構築時とは逆の手順で
各部材を順次取外して行けばよい。 Moreover, in order to remove the framework scaffold constructed by the construction method of this embodiment, each member may be sequentially removed in the reverse order of the construction described above.
第12図A,Bは支持金具16の変形例を示す
斜視図とその部分上面図である。この変形例では
コーナー部竪管15の上端部に2本の支持金具1
6を対角90゜を保持させてそれぞれ固着させる点
では第一実施例と同じであるが、その支持金具1
6をパイプ状とし、かつ、先端にフランジ16b
を形成した点が異る。従つて、本発明の作用効果
の点では前記実施例と実質的に変る点はない。 12A and 12B are a perspective view and a partial top view of a modified example of the support fitting 16. In this modification, two support fittings 1 are provided at the upper end of the corner vertical pipe 15.
It is the same as the first embodiment in that the parts 6 and 6 are fixed at a diagonal angle of 90°, but the supporting metal parts 1
6 is pipe-shaped, and has a flange 16b at the tip.
The difference is that it was formed. Therefore, in terms of the operation and effect of the present invention, there is no substantial difference from the above embodiment.
第13図A,Bは金具本体8を平板金属片で形
成すると共に、その両端部に円形の通孔9aを設
けて、これを嵌合部9とし、かつ、金具本体8の
各端部には係合部材10を溶着させた構成とした
ものである。この構成のものでは、上記実施例に
比べ制作が楽になるという利点がある。 In FIGS. 13A and 13B, the fitting main body 8 is formed of a flat metal piece, and circular through holes 9a are provided at both ends of the fitting body 8 to serve as fitting portions 9. In this example, the engaging member 10 is welded. This configuration has the advantage that it is easier to manufacture than the above embodiment.
本発明において、建物に外側に突出する部分が
ある場合、この部分の基部における足場の屈曲部
では、内側すなわち、建物側に空間部を形成し、
この空間部にコーナー部枠組体を設ければよい。 In the present invention, when a building has a part that protrudes outward, at the bent part of the scaffold at the base of this part, a space is formed on the inside, that is, on the building side,
A corner frame body may be provided in this space.
また、本発において、コーナー部連結金具は、
第10図に示すように、半円状断面の部材を金具
本体8に溶接固定し、この本体8の両端部を利用
して嵌合筒9を構成してもよく、第11図に示す
ように嵌合筒を省略してもよい。 In addition, in this project, the corner connecting fittings are
As shown in FIG. 10, a member having a semicircular cross section may be welded and fixed to the metal fitting body 8, and the fitting tube 9 may be constructed using both ends of this body 8, as shown in FIG. The fitting tube may be omitted.
以上説明したように、本発明による枠組足場の
構築工法は、足場が屈曲するコーナー部で隣接す
る枠組体の内、外一側の竪管をコーナー部連結金
具の係合により互いに近接させて位置決め保持
し、隣接する枠組体の内、外他側の竪管を離間さ
せ、これらの竪管の間にコーナー部竪管を立て、
隣接する枠組体の横管にコーナー部布板の2辺部
を係合支持すると共に、コーナー部布板を前記コ
ーナー部竪管の上端部に固定した支持金具に係合
支持し、コーナー部枠組体を組立てるようにした
ので、少数種の主要部材によつて、通常の枠組体
にコーナー部枠組体を容易に組み込んで、水平方
向に連結でき、コーナー部枠組体の上方に向つて
の連結も容易にできる。そして、本発明の構築工
法で得た枠組足場は、コーナー部の布板上を横切
る筋違などの邪魔物がないことによつて大形の資
材や作業用機器を持つてコーナー部の布板上を通
ることが安全にでき、さらにコーナー部の強度が
不足することもないという効果がある。
As explained above, the method for constructing a frame scaffold according to the present invention involves positioning the vertical pipes on the inner and outer sides of the adjacent frame bodies at the bending corner of the scaffold by bringing them close to each other by engaging the corner connecting fittings. holding the inner and outer vertical pipes of the adjacent framework bodies apart, and erecting the corner vertical pipe between these vertical pipes,
The two sides of the corner cloth plate are engaged with and supported by the horizontal pipes of the adjacent frame bodies, and the corner cloth plate is engaged with and supported by a support fitting fixed to the upper end of the corner vertical pipe. Since the body can be assembled, the corner framework can be easily incorporated into a normal framework using a small number of main members and can be connected horizontally, and the corner framework can also be connected upward. It's easy to do. The framework scaffold obtained by the construction method of the present invention has no obstructions such as braces that cross the cloth boards at the corners, making it easier to carry large materials or work equipment. This has the effect that it is possible to pass over the top safely, and there is no lack of strength at the corners.
第1図は本発明の一実施例の工法によつて構築
した枠組足場のコーナー部を示す平面図、第2
図、第3図および第4図はコーナー部連結金具を
拡大して示す斜視図、平面図、および側面図、第
5図はコーナー部布板を示す側面図、第6図はコ
ーナー部竪管を示す側面図、第7図および第8図
は第6図の上部の拡大側面図および拡大平面図、
第9は本発明の一実施例の工法による枠組足場の
構築途中の概略部分斜視図、第10図、第11図
はコーナー部連結金具の互いに異つた変形例をそ
れぞれ示す斜視図、第12図A,Bは本発明にお
ける支持金具の変形例を示す斜視図と部分平面
図、第13図A,Bは金具本体の他の変形例を示
す平面図と正面図、第14図は従来例の工法によ
つて構築した枠組足場の部分概略斜視図、第15
図は同コーナー部の斜視図である。
1……建枠、2……竪管、3……横管、4……
筋違、5……布板、6……枠組体、7……コーナ
ー部連結金具、8……金具本体、9……嵌合筒、
10……係合部、11……コーナー部布板、12
……面板、13……アングル材、14……係合金
具、15……コーナー部竪管、16……支持金
具、16a……折返し片、17……補強片、18
……係止金具、18a……取付片、18b……係
止片、19……コーナー部筋違、20……建物、
21……空間部、22……コーナー部枠組体。
Fig. 1 is a plan view showing a corner part of a framework scaffold constructed by the construction method of one embodiment of the present invention;
Figures 3 and 4 are enlarged perspective views, top views, and side views of the corner connecting fittings, Figure 5 is a side view of the corner cloth plate, and Figure 6 is the corner vertical pipe. 7 and 8 are an enlarged side view and an enlarged plan view of the upper part of FIG. 6,
9 is a schematic partial perspective view of a framework scaffold in the middle of construction by the method of one embodiment of the present invention; FIGS. 10 and 11 are perspective views showing different modifications of the corner connecting fittings; and FIG. 12. A and B are a perspective view and a partial plan view showing a modification of the support fitting according to the present invention, FIGS. 13A and B are a plan view and a front view showing another modification of the metal fitting main body, and FIG. 14 is a diagram of a conventional example. Partial schematic perspective view of a framework scaffold constructed by the construction method, No. 15
The figure is a perspective view of the corner portion. 1...Building frame, 2...Vertical pipe, 3...Horizontal pipe, 4...
Bracing, 5... Cloth board, 6... Frame body, 7... Corner connection fitting, 8... Fitting main body, 9... Fitting tube,
10... Engaging portion, 11... Corner cloth plate, 12
... Face plate, 13 ... Angle material, 14 ... Engaging metal fitting, 15 ... Corner vertical pipe, 16 ... Supporting metal fitting, 16a ... Turning piece, 17 ... Reinforcement piece, 18
... Locking metal fitting, 18a ... Mounting piece, 18b ... Locking piece, 19 ... Corner brace, 20 ... Building,
21...Space part, 22...Corner part frame body.
Claims (1)
した基本構成の建枠の1対を所定間隔で対向さ
せ、建枠の対向する竪管を筋違によつて連結し、
対向する横管上に布板を係合支持し、多数の直方
体状の枠組体を構成しつつ、これらの枠組体を水
平および垂直方向に連結する枠組足場の構築工法
において、足場が屈曲するコーナー部で隣接する
枠組体の内、外一側の竪管をコーナー部連結金具
の係合により互いに近接させて位置決め保持し、
隣接する枠組体も内、外他側の竪管を離間させ、
これらの竪管の間にコーナー部竪管を立て、隣接
する枠組体の横管にコーナー部布板の2辺部を係
合支持すると共に、コーナー部布板を前記コーナ
ー部竪管の上端部に固定した支持金具に係合支持
し、コーナー部枠組体を組立て、コーナー部竪管
を上方に連結して前記コーナー部枠組体を下方か
ら上方に順次組立てることを特徴とする枠組足場
の構築工法。 2 コーナー部竪管は、コーナー部で隣接する枠
組体の離間した側の竪管とコーナー部を筋違によ
つて連結する特許請求の範囲第1項に記載の枠組
足場の構築工法。 3 足場が屈曲するコーナー部で隣接する枠組体
は、水平面で直交し、布板は、平面正方形状に構
成し、隣接する2辺部を隣接する枠組体の横管に
係合支持すると共に、コーナー部連結金具と対向
する側の角部をコーナー部竪管の支持金具に係合
支持する特許請求の範囲第1項または第2項に記
載の枠組足場の構築工法。[Scope of Claims] 1. A pair of building frames having a basic configuration in which both ends of a horizontal pipe are fixed between the upper ends of two vertical pipes are opposed at a predetermined interval, and the opposing vertical pipes of the building frames are braced. connected by
A corner where the scaffold bends in a method of constructing a framework scaffold in which fabric boards are engaged and supported on opposing horizontal pipes to form a number of rectangular parallelepiped frameworks and connect these frameworks horizontally and vertically. positioning and holding the vertical pipes on the inner and outer sides of the adjacent frame bodies in close proximity to each other by engaging the corner connecting fittings;
The vertical pipes on the inner and outer sides of the adjacent framework bodies are also spaced apart,
A corner vertical pipe is erected between these vertical pipes, two sides of the corner cloth plate are engaged and supported by the horizontal pipes of the adjacent frame body, and the corner cloth plate is connected to the upper end of the corner vertical pipe. A method for constructing a frame scaffold, characterized in that the corner framework is assembled by engaging and supporting supporting metal fittings fixed to the frame, and the corner vertical pipes are connected upwardly, and the corner framework is sequentially assembled from the bottom to the top. . 2. The method for constructing a frame scaffolding according to claim 1, wherein the corner vertical pipe is connected to a vertical pipe on a spaced side of an adjacent frame body at the corner part by a brace. 3 Adjacent framework bodies at the corner where the scaffold bends are perpendicular to each other in the horizontal plane, the cloth board is configured in a square plane, and the two adjacent sides are engaged and supported by the horizontal pipes of the adjacent framework bodies, 3. The method for constructing a framework scaffold according to claim 1 or 2, wherein the corner portion on the side opposite to the corner connecting fitting is engaged with and supported by the supporting fitting of the corner vertical pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11167987A JPS63277368A (en) | 1987-05-09 | 1987-05-09 | Method of construction of framework scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11167987A JPS63277368A (en) | 1987-05-09 | 1987-05-09 | Method of construction of framework scaffold |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63277368A JPS63277368A (en) | 1988-11-15 |
| JPH0481021B2 true JPH0481021B2 (en) | 1992-12-22 |
Family
ID=14567432
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11167987A Granted JPS63277368A (en) | 1987-05-09 | 1987-05-09 | Method of construction of framework scaffold |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS63277368A (en) |
-
1987
- 1987-05-09 JP JP11167987A patent/JPS63277368A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63277368A (en) | 1988-11-15 |
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