JP3127429B2 - Moving scaffold - Google Patents

Moving scaffold

Info

Publication number
JP3127429B2
JP3127429B2 JP07129568A JP12956895A JP3127429B2 JP 3127429 B2 JP3127429 B2 JP 3127429B2 JP 07129568 A JP07129568 A JP 07129568A JP 12956895 A JP12956895 A JP 12956895A JP 3127429 B2 JP3127429 B2 JP 3127429B2
Authority
JP
Japan
Prior art keywords
scaffold
building
moving
roller
work
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 - Fee Related
Application number
JP07129568A
Other languages
Japanese (ja)
Other versions
JPH08302991A (en
Inventor
慶治 安藤
厚史 宅和
晃 増田
勉 渡辺
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.)
Kajima Corp
Nippon Steel Corp
Nisso Industries Co Ltd
Original Assignee
Kajima Corp
Nippon Steel Corp
Nisso Industries Co Ltd
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 Kajima Corp, Nippon Steel Corp, Nisso Industries Co Ltd filed Critical Kajima Corp
Priority to JP07129568A priority Critical patent/JP3127429B2/en
Publication of JPH08302991A publication Critical patent/JPH08302991A/en
Application granted granted Critical
Publication of JP3127429B2 publication Critical patent/JP3127429B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Movable Scaffolding (AREA)

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、大規模な建築物を対象
とし、建築物の外壁全周ではなく、壁の一定幅に対して
作業工程順に水平移動させながら壁張作業を行う移動足
場に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is intended for a large-scale building, and is a moving scaffold for performing wall covering work while horizontally moving in a work process order not on the entire outer wall of the building but on a fixed width of the wall. About.

【0002】[0002]

【従来の技術】従来、建築物の外壁の壁張作業を行う場
合には、建築物の外壁面全周にパイプ部材を使用して枠
組足場や単管足場等を築き、その枠組内で行う。しかし
ながら、この足場では、足場の組立・解体に際して多大
の手間を要し、かつ資材が増大して搬送費や労務費等が
アップすることから不経済であるという問題があった。
そこで、この問題を解決する一つの手段として、例えば
特開平5−239912号公報に移動足場が開示されて
いる。その開示内容は、高さ15m程度の建築物に対し
て、枠組材で構成された足場を建築物の外壁面に沿って
必要最小限の、そして建築物の高さに組み立て、足元に
台車を設置し、これを手動により移動可能にし、作業工
程順に移動しながら壁張作業を行うものである。これに
より、足場の組立解体作業の効率化が図られて工期が短
縮化でき、さらに足場材料の低減が図られ設備費を削減
できるという効果が得られる。
2. Description of the Related Art Conventionally, in the case of performing wall covering work on the outer wall of a building, a framed scaffold or a single pipe scaffold is constructed using pipe members all around the outer wall of the building, and the work is performed within the framework. . However, this scaffold has a problem that it takes a great deal of time to assemble and disassemble the scaffold, and is uneconomical due to an increase in materials and an increase in transportation costs and labor costs.
Therefore, as one means for solving this problem, for example, a moving scaffold is disclosed in Japanese Patent Application Laid-Open No. Hei 5-239912. The disclosure contents are as follows: For a building about 15 m in height, assemble a scaffold composed of frame materials to the minimum necessary along the outer wall of the building, and assemble it at the height of the building, and mount a trolley at the foot It is installed and made to be manually movable, and the wall covering work is performed while moving in the order of the work process. As a result, the efficiency of assembling and disassembling the scaffold can be improved, the construction period can be shortened, and further, the scaffold material can be reduced and the equipment cost can be reduced.

【0003】[0003]

【発明が解決しようとする課題】しかし、上記特開平5
−239912号公報に開示された移動足場には、以下
のような問題点がある。それは、作業スペースにもブレ
ースを設置するために人とブレースが干渉したり、また
作業ステージと資材仮置場が兼用になっているために作
業が交錯して作業効率が悪く、作業者の安全性にも問題
点がある。また、クレーンによる資材搬入作業を行う際
には、直接作業スペースから引き込み作業を行うため
に、作業者の安全性の問題点がある。さらに、軒つなぎ
と足場本体の接合部分の機構において、上下方向には固
定しているために地上のレベル変動が生じている場合で
は円滑に移動できなくなると言う問題点がある。そこ
で、本発明の目的は、足場の上記の問題を解決して、大
規模な建築物を対象にして円滑に移動できるとともに、
壁張作業の効率化を図り、さらに作業の安定を確保す
る移動足場を提供することにある。
However, the above-mentioned Japanese Patent Application Laid-Open
The moving scaffold disclosed in -239912 has the following problems. This is because the brace is installed in the work space and the brace interferes with the person, and because the work stage and the material temporary storage area are shared, the work is mixed and the work efficiency is poor, and the safety of the worker is low. Also have problems. In addition, when carrying out the work of loading materials using a crane, there is a problem of operator safety because the work is drawn directly from the work space. Furthermore, in the mechanism at the joint between the eaves link and the scaffold main body, there is a problem in that it cannot be moved smoothly when there is a level fluctuation on the ground because it is fixed vertically. Therefore, an object of the present invention is to solve the above-described problem of the scaffold, and to smoothly move a large-scale building.
Improve efficiency of KabeCho work is to further provide a mobile scaffold to ensure the stability of the work.

【0004】[0004]

【課題を解決するための手段】上記の目的を達成するた
めに、本発明では、足場に加わる風荷重や地震荷重等の
水平力を支持するブレース(斜材)のみの塔体と、壁張
を行う作業スペースと、資材の仮置場のスペースとを完
全に分離して構成した移動足場とする。また、資材の仮
置場のスペースには各段に資材の取り込み用ステージを
設置し、かつこのステージを折り畳み自在とすることに
よって、資材の搬入を容易にする。さらには、移動足場
が建築物の壁面に対して水平移動および上下移動を可能
とするために、建築物と水平移動を可能とするローラー
と、移動足場の上下位置の変動を吸収するローラーとを
一体としたつなぎ材を備える。
In order to achieve the above object, the present invention provides a tower body having only a brace (diagonal member) for supporting a horizontal force such as a wind load or an earthquake load applied to a scaffold, and a wall covering. And a space for temporary storage of materials are completely separated from each other. Further, in the space for the temporary storage of the materials, a stage for taking in the materials is installed at each stage, and the stages are freely foldable, thereby facilitating the loading of the materials. Furthermore, in order for the moving scaffold to be able to move horizontally and vertically with respect to the wall of the building, a roller that enables horizontal movement with the building and a roller that absorbs fluctuations in the vertical position of the moving scaffold are provided. Equipped with an integral tie.

【0005】[0005]

【作用】本発明の移動足場を構成する塔体と、壁張を行
う作業スペースと、資材の仮置場のスペースとは完全に
分離して構成される。資材仮置場スペースの各段に設置
した資材の取り込み用ステージは折り畳み自在である。
建築物の横振れ防止用梁と連結して水平移動を可能とす
るローラーと、移動足場の鉛直ガイドレールと連結して
上下位置の変動を吸収するローラーとを一体としたつな
ぎ材により、移動足場は建築物に対して水平および上下
移動自在である。
The tower constituting the moving scaffold of the present invention, the work space for wall covering, and the space for the temporary storage of materials are completely separated. The material take-up stages installed at each stage of the temporary material storage space are foldable.
A moving scaffold is provided by a connecting member that integrates a roller that connects to a beam for preventing horizontal deflection of a building and enables horizontal movement, and a roller that connects to a vertical guide rail of the moving scaffold and absorbs fluctuations in vertical position. Is horizontally and vertically movable with respect to the building.

【0006】[0006]

【実施例】本発明について図面を参照しながら詳細に説
明する。図1は本発明の実施例を示す移動足場(B)で
あって、建築物高さ40m級を対象としており、足場に
作用する水平力を支持するためのブレース構造とした塔
体4と、塔体の建築物A壁側には壁張作業スペース用の
専用足場5が組み立てられており、さらに塔体4および
作業スペース5の一端面には資材の仮置場用スペース6
が設置されている。このような構造とすることによっ
て、壁張時の機能が完全に分離され、作業の交錯もなく
作業効率が向上し、作業者の安全性も確保される。塔
体、壁張作業用スペースおよび資材仮置場用スペースの
組み立てには、従来よりも径の大きいパイプ部材を使用
する。移動足場Bの下面には移動台車3が設置され、敷
設されたガイドレール2の上を電動で移動する機構にな
っている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail with reference to the drawings. FIG. 1 shows a moving scaffold (B) showing an embodiment of the present invention, which is intended for a building height of 40 m class and has a brace structure 4 for supporting a horizontal force acting on the scaffold; A dedicated scaffold 5 for a wall-covered work space is assembled on the building A wall side of the tower, and a space 6 for temporary storage of materials is provided on one end surface of the tower 4 and the work space 5.
Is installed. By adopting such a structure, the function at the time of wall covering is completely separated, work efficiency is improved without intermingling of work, and safety of the worker is secured. For assembling the tower body, the wall-covering work space and the material temporary storage space, a pipe member having a larger diameter than before is used. A movable cart 3 is installed on the lower surface of the movable scaffold B, and has a mechanism for electrically moving on the laid guide rail 2.

【0007】図1において、資材仮置場スペース6に
は、外部からの資材の搬入を容易にするために、各段毎
に折り畳み式の資材取り込み用ステージ7が設けられて
いる。図2は、さらなる詳細図であるが、資材が必要な
時にのみステージ7を組み立てて取り込んでいき、不要
な時には仮置場側に折り畳んでおくようにする。以上の
ような構成とした移動足場Bが建築物Aに対して水平お
よび上下移動可能とするために、両者の間にはつなぎ材
8を設ける。図3は建築物Aと足場B本体とを接合する
構造例である。接合用のつなぎ材8の一端は、建築物A
に設けられた横振れ防止梁1とローラー9を介して接合
されており、足場Bを水平走行可能としている。一方、
つなぎ材8の他端は作業スペース5として構成されるパ
イプ部材に設置された鉛直ガイドレール11とローラー
10を介して接合されており、これにより足場B本体の
上下方向にも移動でき、地上レベルの上下移動に対して
足場Bをスムーズに走行できるようにしている。本例で
は、ローラー9は、H型鋼の横振れ防止梁1のフランジ
外面に接するローラー9a、フランジ内面に接する9
b、フランジ端面に接する9cからなる。また、ローラ
ー10は、H型鋼の鉛直ガイドレール11のフランジ外
面に接するローラー10a、フランジ内面に接する10
b、フランジ端面に接する10cからなる。ローラー9
はつなぎ材8の取付け板8−1に、またローラー10は
つなぎ材8の取付け板8−2に、それぞれ装着されてい
る。
In FIG. 1, a foldable material taking-in stage 7 is provided for each stage in the material temporary storage space 6 in order to make it easy to carry in materials from the outside. FIG. 2 is a more detailed view, but the stage 7 is assembled and taken in only when materials are needed, and is folded to the temporary storage site side when not needed. In order to enable the moving scaffold B having the above-described structure to move horizontally and vertically with respect to the building A, a connecting member 8 is provided between the two. FIG. 3 is a structural example in which the building A and the scaffold B main body are joined. One end of the joining material 8 is a building A
Is connected via a roller 9 to the anti-sway beam 1 provided on the vehicle, so that the scaffold B can travel horizontally. on the other hand,
The other end of the connecting member 8 is joined via a roller 10 to a vertical guide rail 11 installed on a pipe member configured as the work space 5, whereby the scaffold B can be moved in the vertical direction, and the ground level It is possible to smoothly travel on the scaffold B against the vertical movement of the vehicle. In this example, the roller 9 is a roller 9a that contacts the flange outer surface of the H-beam anti-sway beam 1 and a roller 9a that contacts the flange inner surface.
b, 9c in contact with the flange end face. The roller 10 has a roller 10a in contact with the flange outer surface of the H-shaped steel vertical guide rail 11, and a roller 10a in contact with the flange inner surface.
b, 10c in contact with the flange end face. Roller 9
The roller 10 is mounted on a mounting plate 8-1 of the connecting material 8, and the roller 10 is mounted on a mounting plate 8-2 of the connecting material 8.

【0008】[0008]

【発明の効果】一構面をブレース構造とした塔体とし、
他の構面を作業スペースというように構造上と作業上の
機能を完全に分離することにより、構造上の安全性と作
業上の安全性の両方を確保できる。さらには、資材仮置
場および取り込みステージを、塔体および作業スペース
とは別に設置することにより、資材取り込み作業の省力
化、安全姓を確保できる。また、移動足場と建築物との
つなぎ材の機構を水平と上下両方に移動できるようにし
たので、足場本体の移動に対して地上のレベル変動にも
柔軟に追従できる。
According to the present invention, a tower having a brace structure on one side is provided.
By completely separating the structural and operational functions, such as the working space from other surfaces, it is possible to ensure both structural and operational safety. Further, by installing the material temporary storage area and the loading stage separately from the tower and the work space, labor saving of the material loading work and a safe name can be secured. In addition, the mechanism of the connecting material between the moving scaffold and the building can be moved both horizontally and vertically, so that the movement of the scaffold body can flexibly follow the level fluctuation on the ground.

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

【図1】本発明の移動足場を示す概要図である。FIG. 1 is a schematic diagram showing a moving scaffold of the present invention.

【図2】本発明の移動足場に設けられる取り込みステー
ジの詳細図である。
FIG. 2 is a detailed view of a capturing stage provided on the moving scaffold of the present invention.

【図3】本発明の移動足場と建築物を接合する詳細図で
ある。
FIG. 3 is a detailed view for connecting a moving scaffold of the present invention and a building.

【符号の説明】[Explanation of symbols]

A 建築物 B 移動足場 1 横振れ防止用梁 2 ガイドレール(H形鋼) 3 移動足場 4 塔体(ブレース面) 5 壁張作業スペース 6 資材仮置場スペース 7 取り込みステージ 8 つなぎ材 9 水平走行用ローラー 10 上下移動用ローラー 11 鉛直ガイドレール Reference Signs List A Building B Moving scaffold 1 Beam for preventing sideways movement 2 Guide rail (H-shaped steel) 3 Moving scaffold 4 Tower (brace surface) 5 Wall work space 6 Material temporary storage space 7 Take-in stage 8 Connecting material 9 Horizontal traveling Roller 10 Vertical movement roller 11 Vertical guide rail

───────────────────────────────────────────────────── フロントページの続き (72)発明者 宅和 厚史 富津市新富20−1 新日本製鐵株式会社 技術開発本部内 (72)発明者 増田 晃 東京都中央区日本橋蛎殻町1−10−1 日綜産業株式会社内 (72)発明者 渡辺 勉 東京都港区元赤坂一丁目3番8号 鹿島 建設株式会社東京支店内 (56)参考文献 特開 昭62−160365(JP,A) 実開 昭58−134534(JP,U) (58)調査した分野(Int.Cl.7,DB名) E04G 1/24 E04G 1/20 E04G 17/14 - 17/16 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Atsushi Yawa 20-1 Shintomi, Futtsu City Nippon Steel Corporation Technology Development Division (72) Inventor Akira Masuda 1-10- Nihonbashi Kakigara-cho, Chuo-ku, Tokyo 1 Within Nisso Sangyo Co., Ltd. (72) Inventor Tsutomu Watanabe 1-3-8 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd. Tokyo Branch (56) References JP-A-62-160365 (JP, A) 58-134534 (JP, U) (58) Fields investigated (Int. Cl. 7 , DB name) E04G 1/24 E04G 1/20 E04G 17/14-17/16

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 足場に作用する水平力を支持するための
ブレース構造とした塔体と、該塔体の建築物A壁側に組
み立てられた壁張作業スペースと、該塔体および該壁張
作業スペースの一端面に設置され、折り畳み自在な資材
取り込み用ステージを設けた資材の仮置場のスペースと
を備えた移動足場であって、該移動足場が建築物の壁面
に対して水平におよび上下移動自在で取り付けられる接
合部構造とし、建築物に設けられた横振れ防止用梁に連
結され水平移動可能とするローラーと、該移動足場に設
けられた鉛直ガイドレールに連結され上下移動可能とす
るローラーとを一体としたつなぎ材を備えている移動足
場。
1. A method for supporting a horizontal force acting on a scaffold.
A tower body with a brace structure, and a set on the building A wall side of the tower body
The walled work space, the tower body and the wall covering
A foldable material installed on one end of the work space
Space for temporary storage of materials with a stage for taking in
A movable scaffold having a joint structure that is attached to a wall of a building so as to be movable horizontally and vertically, and is connected to a beam for preventing lateral movement provided in the building and moves horizontally. A moving scaffold provided with a connecting member that integrates a roller capable of moving and a roller connected to a vertical guide rail provided on the moving scaffold and capable of moving up and down.
JP07129568A 1995-04-30 1995-04-30 Moving scaffold Expired - Fee Related JP3127429B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP07129568A JP3127429B2 (en) 1995-04-30 1995-04-30 Moving scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP07129568A JP3127429B2 (en) 1995-04-30 1995-04-30 Moving scaffold

Publications (2)

Publication Number Publication Date
JPH08302991A JPH08302991A (en) 1996-11-19
JP3127429B2 true JP3127429B2 (en) 2001-01-22

Family

ID=15012701

Family Applications (1)

Application Number Title Priority Date Filing Date
JP07129568A Expired - Fee Related JP3127429B2 (en) 1995-04-30 1995-04-30 Moving scaffold

Country Status (1)

Country Link
JP (1) JP3127429B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102691267A (en) * 2012-06-11 2012-09-26 中铁大桥局股份有限公司 High pier construction method for external whole operation platform
CN102704399A (en) * 2012-05-23 2012-10-03 中铁大桥局集团第二工程有限公司 Reinforcement binding and jointing operating room and reinforcement binding and jointing method

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5172525B2 (en) * 2008-08-04 2013-03-27 株式会社東芝 Construction scaffold
KR101042528B1 (en) * 2010-10-14 2011-06-20 주식회사 콘솔에스더블유씨 The construction works cage which has a expanded function
CN102251679B (en) * 2011-05-10 2015-04-22 中广核工程有限公司 Construction method
CN111877730A (en) * 2020-08-04 2020-11-03 徐新维 Basement outer wall movable type operation platform

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102704399A (en) * 2012-05-23 2012-10-03 中铁大桥局集团第二工程有限公司 Reinforcement binding and jointing operating room and reinforcement binding and jointing method
CN102704399B (en) * 2012-05-23 2015-02-11 中铁大桥局集团第二工程有限公司 Reinforcement binding and jointing operating room and reinforcement binding and jointing method
CN102691267A (en) * 2012-06-11 2012-09-26 中铁大桥局股份有限公司 High pier construction method for external whole operation platform

Also Published As

Publication number Publication date
JPH08302991A (en) 1996-11-19

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