JP2014122468A - Exterior wall damage prevention jig for scaffold - Google Patents

Exterior wall damage prevention jig for scaffold Download PDF

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JP2014122468A
JP2014122468A JP2012277836A JP2012277836A JP2014122468A JP 2014122468 A JP2014122468 A JP 2014122468A JP 2012277836 A JP2012277836 A JP 2012277836A JP 2012277836 A JP2012277836 A JP 2012277836A JP 2014122468 A JP2014122468 A JP 2014122468A
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scaffold
building
wall
damage prevention
exterior wall
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JP6031348B2 (en
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Hiroya Koide
紘也 小出
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Toda Corp
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Toda Corp
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Abstract

PROBLEM TO BE SOLVED: To provide an exterior wall damage prevention jig for a scaffold for preventing an exterior wall of a building from being damaged in the case of disassembly by final removal implemented by suspending one scaffold unit with a crane.SOLUTION: An exterior wall damage prevention jig 11 for a scaffold is used in the case of disassembly by final removal in which an external scaffold installed along an exterior wall of a building is separated while being blocked into one scaffold unit including a plurality of building frames and the scaffold unit is suspended by a crane. A plurality of exterior wall damage prevention jigs 11 are mounted to the building frames of the scaffold unit facing the exterior wall of the building while being spaced apart from each other. The exterior wall damage prevention jig 11 comprises; an L-shaped bracket member 12 formed from a mount part 15 which is mounted to the building frame, and an arm part 13 extending from a distal end of the mount part 15; and a sphere hold member 14 provided in a distal end of the arm part 13 and holding a spherical elastic body 24 in a freely removable manner. A clamp 18 is provided in an upper portion of the mount part 15, and a forked receiving part 17 is formed in a lower portion of the mount part 15.

Description

本発明は、足場の外壁損傷防止治具に関するものであり、更に詳しくは、足場をブロック化して分離し、一つの足場ユニットをクレーンでつり上げて行う大払しによる解体作業の際に、建物の外壁を傷付けないようにするための足場の外壁損傷防止治具に関するものである。   The present invention relates to an outer wall damage prevention jig of a scaffold, and more specifically, the scaffold is divided into blocks, and when a building is dismantled by a large payment by lifting one scaffold unit with a crane. The present invention relates to a scaffold outer wall damage prevention jig for preventing the outer wall from being damaged.

敷地の境界近傍に沿った建物に設置される外部足場を解体する際には、クレーン設置場所や資材置き場等の必要なスペースが確保できないことが多い。この場合、建物の外側から足場を解体するときには、道路占有の届出が必要であるなど、作業工程等の点で様々な制約とコストアップが生じることとなる。   When dismantling external scaffolds installed in buildings along the boundary of the site, it is often impossible to secure necessary spaces such as crane installation locations and material storage locations. In this case, when the scaffold is dismantled from the outside of the building, various restrictions and costs increase in terms of work processes and the like, such as the necessity of reporting road occupation.

そこで、外部足場をブロック化して分離し、複数列/複数段の建枠を有する一つの足場ユニットを、建物のクレーンを設置している側から当該クレーンでつり上げて行う大払しによる解体作業が選択される。   Therefore, dismantling work by large payment is performed by separating the external scaffolding into blocks and lifting one scaffolding unit having a multi-row / multi-stage building frame from the side where the building crane is installed with the crane. Selected.

なお、実開平6−1610号公報には、大払しによる足場の解体作業に用いられる建枠引抜き用治具の考案が開示されている(特許文献1参照)。   Japanese Utility Model Laid-Open No. 6-1610 discloses a device for pulling out a building frame used for dismantling work of a scaffold by large payment (see Patent Document 1).

実開平6−1610号公報Japanese Utility Model Publication No. 6-1610

この従来例の大払しによる解体作業においては、足場ユニットをクレーンでつり上げたときに、強風などの影響で足場が建物の外壁に接触して傷を付けてしまうおそれがあるという問題点を有している。   In the conventional dismantling work with large pay, there is a problem that when the scaffold unit is lifted with a crane, the scaffold may come into contact with the outer wall of the building due to the influence of strong winds, etc. doing.

特に、敷地の境界近傍に沿った建物に設置される外部足場であれば、足場ユニットを建物から充分に離隔して揚重することができないので、いっそう慎重な作業が求められることとなる。   In particular, in the case of an external scaffold installed in a building along the boundary of the site, the scaffold unit cannot be lifted sufficiently away from the building, and thus more careful work is required.

従って、従来例における大払しによる解体作業においては、足場ユニットをクレーンでつり上げたときに、足場が建物の外壁に接触しても傷が付かないようにすることに解決しなければならない課題を有している。   Therefore, in the dismantling work by large pay in the conventional example, when the scaffold unit is lifted with a crane, the problem that must be solved is to prevent the scaffold from being damaged even if it touches the outer wall of the building. Have.

前記従来例の課題を解決するための本発明の要旨は、建物の外壁に沿って設置される外部足場を、複数の建枠を有する一つの足場ユニットにブロック化して分離し、該足場ユニットをクレーンでつり上げて行う大払しによる解体作業の際に使用し、前記足場ユニットの前記外壁に面した前記建枠に、間隔を離して複数取り付ける足場の外壁損傷防止治具であって、該外壁損傷防止治具は、前記建枠に取り付ける取付部と該取付部の先端から延出する腕部とからなるL字状のブラケット部材と、前記腕部の先端に設けられて球状弾性体を回転自在に保持する球体保持部材とからなり、前記取付部の上部には、前記建枠に固着するためのクランプが設けられ、前記取付部の下部には、二股状に分岐して前記建枠を保持する受け部が形成されていることである。   The gist of the present invention for solving the problems of the conventional example is that an external scaffold installed along an outer wall of a building is separated into a single scaffold unit having a plurality of building frames, and the scaffold unit is separated. A jig for preventing damage to an outer wall of a scaffold, which is used for dismantling work by large paying lifted by a crane and which is attached to the building frame facing the outer wall of the scaffold unit at a plurality of intervals. The damage prevention jig is provided with an L-shaped bracket member composed of an attachment portion attached to the building frame and an arm portion extending from the tip of the attachment portion, and rotates at the spherical elastic body provided at the tip of the arm portion. It is composed of a sphere holding member that is freely held, and a clamp for fixing to the building frame is provided at the upper part of the attachment part, and the building frame is branched into a bifurcated shape at the lower part of the attachment part. The holding part to hold is formed It is when.

また、前記球体保持部材は、前記腕部の先端に取り付ける台座と、該台座に対して回動自在で二股状の保持片を備える保持部と、前記保持片同士に渡って設けられる軸部と、該軸部が貫通して回転自在に取り付けられる球状弾性体と、からなること、;
前記腕部は、伸縮可能であること、;
を含むものである。
The spherical body holding member includes a pedestal attached to the tip of the arm part, a holding part having a bifurcated holding piece that is rotatable with respect to the pedestal, and a shaft part that is provided across the holding pieces. A spherical elastic body through which the shaft portion is rotatably attached;
The arm is extendable;
Is included.

本発明に係る足場の外壁損傷防止治具によれば、大払しによる解体作業において足場ユニットをクレーンでつり上げたときに、強風などの影響で足場が建物の外壁に接触しても、球状弾性体が緩衝材の役割を果たすので、建物の外壁に傷が付かないという優れた効果を奏する。   According to the outer wall damage prevention jig of the scaffold according to the present invention, when the scaffold unit is lifted with a crane in the dismantling work by large payout, even if the scaffold contacts the outer wall of the building due to the influence of strong wind or the like, the spherical elastic Since the body plays the role of a cushioning material, it has an excellent effect that the outer wall of the building is not damaged.

球体保持部材は、前記腕部の先端に取り付ける台座と、該台座に対して回動自在で二股状の保持片を備える保持部と、前記保持片同士に渡って設けられる軸部と、該軸部が貫通して回転自在に取り付けられる球状弾性体とからなることによって、球状弾性体が外壁に接触したまま吊り上げたときや、足場ユニットが横風にあおられたときであっても、当該球状弾性体と台座とがその動きにスムーズに追従して回転するので、外壁を傷付けたり汚したりしないという優れた効果を奏する。   The spherical body holding member includes a pedestal attached to the tip of the arm portion, a holding portion that is rotatable with respect to the pedestal and includes a bifurcated holding piece, a shaft portion provided across the holding pieces, and the shaft The spherical elastic body that is rotatably mounted through the part penetrates the spherical elastic body even when the spherical elastic body is lifted while being in contact with the outer wall or when the scaffold unit is covered with a crosswind. Since the body and the pedestal rotate smoothly following the movement, there is an excellent effect that the outer wall is not damaged or soiled.

腕部は、伸縮可能であることによって、足場ユニットと建物の外壁との間隔を考慮して腕部を最適な長さに調整することができるという優れた効果を奏する。   Since the arm portion can be extended and contracted, the arm portion can be adjusted to an optimum length in consideration of the distance between the scaffold unit and the outer wall of the building.

本発明に係る足場の外壁損傷防止治具11の斜視図である。It is a perspective view of the outer wall damage prevention jig | tool 11 of the scaffold based on this invention. ブラケット部材12と球体保持部材14とを分離して示した斜視図である。It is the perspective view which separated and showed the bracket member 12 and the spherical body holding member 14. FIG. 外壁損傷防止治具11の取付状態を示す斜視図である。It is a perspective view which shows the attachment state of the outer wall damage prevention jig | tool 11. FIG. 大払しによる解体作業を説明する足場ユニット29の斜視図である。It is a perspective view of the scaffold unit 29 explaining the dismantling work by large payment.

次に、本発明の実施の形態について図面を参照しながら説明する。まず、図1及び図2において、符号11は足場の外壁損傷防止治具を示し、この外壁損傷防止治具11は、L字状のブラケット部材12と、ブラケット部材12の腕部13の先端に設けられる球体保持部材14とから構成される。   Next, embodiments of the present invention will be described with reference to the drawings. First, in FIG.1 and FIG.2, the code | symbol 11 shows the outer wall damage prevention jig | tool of a scaffold, This outer wall damage prevention jig | tool 11 is attached to the front-end | tip of the L-shaped bracket member 12 and the arm part 13 of the bracket member 12. FIG. It is comprised from the spherical body holding member 14 provided.

ブラケット部材12は、建枠28aに取り付けるパイプ状の取付部15と、この取付部15の先端から直交方向に延出するパイプ状の腕部13とからなる。   The bracket member 12 includes a pipe-like attachment portion 15 attached to the building frame 28a, and a pipe-like arm portion 13 extending from the front end of the attachment portion 15 in the orthogonal direction.

取付部15は、建枠28aに沿わして取り付ける部位であって、取付部15の下部には、腕部13の延出方向と逆方向に設けられて二股状に分岐して建枠28aを保持する役目の受け部17が形成されている。取付部15の上部には、建枠28aに固着するためのクランプ18が取り付けられている。また、取付部15の途中には、腕部13に延設される補強用の補強パイプ19が斜めに設けられている。   The attachment portion 15 is a portion to be attached along the building frame 28a. The attachment portion 15 is provided at a lower portion of the attachment portion 15 in a direction opposite to the extending direction of the arm portion 13 and branches into a bifurcated shape. The receiving part 17 of the role to hold | maintain is formed. A clamp 18 for fixing to the building frame 28 a is attached to the upper portion of the attachment portion 15. Further, in the middle of the attachment portion 15, a reinforcing reinforcement pipe 19 extending to the arm portion 13 is provided obliquely.

腕部13は、太径パイプ13aの中に短径パイプ13bが摺動可能に挿入されており、その結果、腕部13は伸縮自在に形成される。また、腕部13の途中には、伸縮させた短径パイプ13bの位置を固定するための固定ネジ20が設けられている。このような構成の腕部13は、足場ユニット29と建物の外壁30との間隔を考慮して当該腕部13を最適な長さに調整することが可能である。   The arm portion 13 has a short-diameter pipe 13b slidably inserted into a large-diameter pipe 13a. As a result, the arm portion 13 is formed to be extendable. A fixing screw 20 for fixing the position of the expanded and contracted short diameter pipe 13b is provided in the middle of the arm portion 13. The arm portion 13 having such a configuration can adjust the arm portion 13 to an optimum length in consideration of the distance between the scaffold unit 29 and the outer wall 30 of the building.

球体保持部材14は、腕部13の先端に取り付ける台座21と、台座21に対して回動自在で二股状の保持片22a、22aを備える保持部22と、保持片22a、22a同士に渡って設けられる軸部23と、軸部23が貫通して回転自在に取り付けられる球状弾性体24とからなる。   The spherical body holding member 14 extends over the pedestal 21 attached to the distal end of the arm 13, the holding portion 22 that is rotatable with respect to the pedestal 21 and includes bifurcated holding pieces 22 a and 22 a, and the holding pieces 22 a and 22 a. The shaft portion 23 is provided, and a spherical elastic body 24 through which the shaft portion 23 is rotatably attached.

台座21は、後部に取付用ボルト25が形成されており、この取付用ボルト25を、腕部13の先端に形成された図示しないボルト孔に螺着して、台座21を腕部13に取り付ける。   A mounting bolt 25 is formed at the rear portion of the base 21, and the mounting bolt 25 is screwed into a bolt hole (not shown) formed at the tip of the arm portion 13 to attach the base 21 to the arm portion 13. .

保持部22は、図示しないベアリング機構によって、台座21に対してスムーズに回動することができる仕組みになっている。   The holding portion 22 is configured to be able to smoothly rotate with respect to the pedestal 21 by a bearing mechanism (not shown).

軸部23は、内側の貫通ボルト(全ネジ棒)23aとその外側に配設された鋼製の実管23bとから構成されており、その結果、球状弾性体24の円滑な回転を確保している。そして、軸部23が両方の保持片22aに渡って挿通状態に設けられており、軸部23の両端にボルト26が螺着されている。   The shaft portion 23 is composed of an inner through bolt (full threaded rod) 23a and a steel actual tube 23b disposed on the outer side thereof. As a result, the spherical elastic body 24 can be smoothly rotated. ing. The shaft portion 23 is provided in an inserted state across both the holding pieces 22 a, and bolts 26 are screwed to both ends of the shaft portion 23.

球状弾性体24は、適度な弾性を有するゴムボールであって、具体的にはソフトボールの1号球(直径約85mm)程度が望ましい。また、球状弾性体24の軸部23が貫通する軸孔部分には、実管23bから延設されるハトメ27が設けられている。   The spherical elastic body 24 is a rubber ball having an appropriate elasticity, and specifically, a soft ball No. 1 (about 85 mm in diameter) is desirable. Further, an eyelet 27 extending from the real tube 23b is provided in a shaft hole portion through which the shaft portion 23 of the spherical elastic body 24 passes.

このような構造の球体保持部材14は、例えば平台車の車輪を加工して、当該球体保持部材14に改良することが可能である。   The sphere holding member 14 having such a structure can be improved to the sphere holding member 14 by processing a wheel of a flat carriage, for example.

以上のように構成される足場の外壁損傷防止治具11は、建物の外壁30に沿って設置される外部足場を、図4に示すように、複数の建枠28を有する一つの足場ユニット29にブロック化して分離し、当該足場ユニット29をクレーンでつり上げて行う大払しによる解体作業の際に用いる治具であって、足場ユニット29の外壁30に面した建枠28aに、間隔を離して複数取り付けて使用する。   The scaffold outer wall damage prevention jig 11 configured as described above has an external scaffold installed along the outer wall 30 of a building, as shown in FIG. 4, as one scaffold unit 29 having a plurality of building frames 28. This is a jig used in the dismantling work by large paying that is performed by lifting the scaffold unit 29 with a crane and separating the block 29 from the building frame 28a facing the outer wall 30 of the scaffold unit 29. Install multiple units.

外壁損傷防止治具11を取り付ける位置は、図4に示すように、下段の建枠28の両端の2箇所が望ましいが、必要に応じて適宜に追加して設置したり、設置位置を適宜に変更できることは言うまでもない。   As shown in FIG. 4, the outer wall damage prevention jig 11 is preferably attached at two positions on both ends of the lower building frame 28. Needless to say, it can be changed.

次に、外壁損傷防止治具11の作業現場における使用方法と注意点とを説明する。まず、台座21の取付用ボルト25を腕部13のボルト孔に螺着して、球体保持部材14をブラケット部材12に取り付ける。
足場ユニット29をクレーンで吊り上げる前に、外壁損傷防止治具11を適宜の建枠28aに取り付ける。なお、どの作業段階での取り付けも可能であるが、建物を傷付けないように注意を要する。
連結ピンが抜けたら通常作業と同様に慎重にクレーンで足場ユニット29を揚重する。揚重時には、必ず合図者が専任で付いてオペレーターに合図を行う必要がある。
Next, how to use the outer wall damage prevention jig 11 at the work site and points to be noted will be described. First, the mounting bolt 25 of the base 21 is screwed into the bolt hole of the arm portion 13, and the spherical body holding member 14 is attached to the bracket member 12.
Before lifting the scaffold unit 29 with a crane, the outer wall damage prevention jig 11 is attached to an appropriate building frame 28a. Although it can be installed at any stage of operation, care must be taken not to damage the building.
When the connecting pin comes off, the scaffold unit 29 is carefully lifted with a crane as in the normal operation. At the time of lifting, it is always necessary for the signal person to be fully dedicated to signal the operator.

外壁損傷防止治具11は、大払しによる解体作業において足場ユニット29をクレーンで吊り上げたときに、強風などの影響で足場が建物の外壁30に接触しても、球状弾性体24が緩衝材の役割を果たすので、建物の外壁30に傷が付かない。   When the scaffold unit 29 is lifted with a crane in the dismantling work by large pay, the outer wall damage prevention jig 11 is configured so that the spherical elastic body 24 is the cushioning material even if the scaffold contacts the outer wall 30 of the building due to the influence of strong winds or the like. Therefore, the outer wall 30 of the building is not damaged.

また、球状弾性体24が外壁30に接触したまま吊り上げたときや、足場ユニット29が横風にあおられたときであっても、当該球状弾性体24と台座21とがその動きにスムーズに追従して回転するので、外壁30を傷付けたり汚したりしない。   Even when the spherical elastic body 24 is lifted while being in contact with the outer wall 30 or when the scaffold unit 29 is covered with a crosswind, the spherical elastic body 24 and the base 21 smoothly follow the movement. The outer wall 30 is not damaged or soiled.

11 足場の外壁損傷防止治具
12 ブラケット部材
13 腕部
13a 太径パイプ
13b 短径パイプ
14 球体保持部材
15 取付部
17 受け部
18 クランプ
19 補強パイプ
20 固定ネジ
21 台座
22 保持部
22a 保持片
23 軸部
23a 貫通ボルト(全ネジ棒)
23b 鋼製の実管
24 球状弾性体
25 取付用ボルト
26 ボルト
27 ハトメ
28、28a 建枠
29 足場ユニット
30 外壁
DESCRIPTION OF SYMBOLS 11 Scaffold outer wall damage prevention jig 12 Bracket member 13 Arm part 13a Large diameter pipe 13b Short diameter pipe 14 Sphere holding member 15 Mounting part 17 Receiving part 18 Clamp 19 Reinforcement pipe 20 Fixing screw 21 Pedestal 22 Holding part 22a Holding piece 23 Shaft Part 23a Through bolt (all threaded rod)
23b Real steel pipe 24 Spherical elastic body 25 Mounting bolt 26 Bolt 27 Eyelet 28, 28a Building frame 29 Scaffolding unit 30 Outer wall

Claims (3)

建物の外壁に沿って設置される外部足場を、複数の建枠を有する一つの足場ユニットにブロック化して分離し、該足場ユニットをクレーンでつり上げて行う大払しによる解体作業の際に使用し、前記足場ユニットの前記外壁に面した前記建枠に、間隔を離して複数取り付ける足場の外壁損傷防止治具であって、
該外壁損傷防止治具は、前記建枠に取り付ける取付部と該取付部の先端から延出する腕部とからなるL字状のブラケット部材と、前記腕部の先端に設けられて球状弾性体を回転自在に保持する球体保持部材とからなり、
前記取付部の上部には、前記建枠に固着するためのクランプが設けられ、前記取付部の下部には、二股状に分岐して前記建枠を保持する受け部が形成されていること
を特徴とする足場の外壁損傷防止治具。
The external scaffolding installed along the outer wall of the building is divided into a single scaffolding unit with a plurality of building frames, separated, and used for dismantling work by large paying that is performed by lifting the scaffolding unit with a crane. , A scaffold outer wall damage prevention jig to be attached to the building frame facing the outer wall of the scaffold unit at a plurality of intervals,
The outer wall damage prevention jig includes an L-shaped bracket member comprising an attachment portion attached to the building frame and an arm portion extending from the distal end of the attachment portion, and a spherical elastic body provided at the distal end of the arm portion. Consisting of a sphere holding member that rotatably holds
A clamp for adhering to the building frame is provided at the upper part of the mounting part, and a receiving part for branching into a bifurcated shape and holding the building frame is formed at the lower part of the mounting part. A jig for preventing damage to the outer wall of the scaffolding.
球体保持部材は、前記腕部の先端に取り付ける台座と、該台座に対して回動自在で二股状の保持片を備える保持部と、前記保持片同士に渡って設けられる軸部と、該軸部が貫通して回転自在に取り付けられる球状弾性体と、からなること
を特徴とする請求項1に記載の足場の外壁損傷防止治具。
The spherical body holding member includes a pedestal attached to the tip of the arm portion, a holding portion that is rotatable with respect to the pedestal and includes a bifurcated holding piece, a shaft portion provided across the holding pieces, and the shaft A jig for preventing damage to an outer wall of a scaffold according to claim 1, comprising: a spherical elastic body through which a portion passes and is rotatably attached.
腕部は、伸縮可能であること
を特徴とする請求項1に記載の足場の外壁損傷防止治具。
2. The scaffold outer wall damage prevention jig according to claim 1, wherein the arm part is extendable and contractible.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017014744A (en) * 2015-06-29 2017-01-19 旭化成ホームズ株式会社 Suspending work floor

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0640210U (en) * 1992-10-30 1994-05-27 前田建設工業株式会社 Equipment for dismantling disassembled frame scaffolding
JPH1144093A (en) * 1997-07-29 1999-02-16 Sumitomo Metal Mining Co Ltd Tool for lifting external wall panel
JP2006144402A (en) * 2004-11-19 2006-06-08 Yoshihiro:Kk Constructing method of scaffolding for high-rise building and dismantling method

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0640210U (en) * 1992-10-30 1994-05-27 前田建設工業株式会社 Equipment for dismantling disassembled frame scaffolding
JPH1144093A (en) * 1997-07-29 1999-02-16 Sumitomo Metal Mining Co Ltd Tool for lifting external wall panel
JP2006144402A (en) * 2004-11-19 2006-06-08 Yoshihiro:Kk Constructing method of scaffolding for high-rise building and dismantling method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017014744A (en) * 2015-06-29 2017-01-19 旭化成ホームズ株式会社 Suspending work floor

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