JP2001336289A - Overhead crane incorporated in prefabricated scaffolding - Google Patents

Overhead crane incorporated in prefabricated scaffolding

Info

Publication number
JP2001336289A
JP2001336289A JP2000160077A JP2000160077A JP2001336289A JP 2001336289 A JP2001336289 A JP 2001336289A JP 2000160077 A JP2000160077 A JP 2000160077A JP 2000160077 A JP2000160077 A JP 2000160077A JP 2001336289 A JP2001336289 A JP 2001336289A
Authority
JP
Japan
Prior art keywords
overhead crane
scaffold
building
framework scaffold
crane
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.)
Granted
Application number
JP2000160077A
Other languages
Japanese (ja)
Other versions
JP4303400B2 (en
Inventor
Iwao Morishima
巌 森島
Mineharu Nakayama
峰晴 中山
Kiyonori Sasai
清典 笹井
Isao Sakamoto
勇雄 坂本
Takao Kotake
琢雄 小竹
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.)
Okumura Corp
Original Assignee
Okumura Corp
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 Okumura Corp filed Critical Okumura Corp
Priority to JP2000160077A priority Critical patent/JP4303400B2/en
Publication of JP2001336289A publication Critical patent/JP2001336289A/en
Application granted granted Critical
Publication of JP4303400B2 publication Critical patent/JP4303400B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide an overhead crane incorporated in a prefabricated scaffolding constructed without providing a crane support or the like by effectively utilizing the prefabricated scaffolding essential at a construction site of a building, hoisting the carried-in building material at any time, and conveying it into the building from an opening section. SOLUTION: This overhead crane incorporated in the prefabricated scaffolding comprises the prefabricated scaffolding 1 assembled around the building to be constructed, support members 2 of the overhead crane equipped in the prescribed ranges of the prefabricated scaffolding, and the overhead crane 3 arranged on the support members. The prescribed ranges 7 of the prefabricated scaffolding are formed at the opening section 6 which is formed on the prefabricated scaffolding and where the overhead crane can be moved in or out. The support members 2 of the overhead crane are provided on the prefabricated scaffolding 7 forming the side sections of the opening section, and the overhead crane moved into or out of the opening section 6 is equipped on the support members 2.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、枠組足場に組込ん
だ天井クレーンに関し、特に、建物を構築する天井クレ
ーンを支えるクレーン支柱等を設けることなく、建築現
場に必須の枠組足場を有効に活用する枠組足場に組込ん
だ天井クレーンに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an overhead crane incorporated in a framework scaffold, and in particular, to effectively utilize a framework scaffold essential for a construction site without providing a crane support or the like for supporting an overhead crane for building a building. Related to an overhead crane incorporated into a scaffold.

【0002】[0002]

【従来の技術】市街地における建築工事では、狭隘な敷
地が多くなっており、揚重設備の計画に苦慮している。
2. Description of the Related Art In the construction work in an urban area, many narrow sites are used, and it is difficult to plan a lifting facility.

【0003】このために、住宅等の小規模な建築現場で
は、移動式クレーンの進入や移動の制約を解消するため
に、図9、10に示すように敷地全体に足場支柱51を
立設して、足場支柱51に足場板用のブラケットを兼用
したブラケット52を設けて天井クレーン50を構成す
る例が提案されている。
For this reason, in small-scale construction sites such as houses, scaffolding supports 51 are erected on the entire site as shown in FIGS. 9 and 10 in order to eliminate restrictions on entry and movement of a mobile crane. Thus, there has been proposed an example in which a bracket 52 serving also as a bracket for a scaffold plate is provided on a scaffolding support 51 to constitute an overhead crane 50.

【0004】天井クレーン50は、足場支柱51のブラ
ケット52に、互いに平行な一対のレール53、53を
取り付けてあり、このレール間にクレーンビーム54を
移動自在に支持させてあり、クレーンビーム54の長手
方向に沿って移動するトロリー55を取り付けて構成し
ている。
The overhead crane 50 has a pair of parallel rails 53, 53 attached to a bracket 52 of a scaffolding support 51, and a crane beam 54 is movably supported between the rails. A trolley 55 that moves along the longitudinal direction is attached.

【0005】しかしながら、集合住宅や事務所ビル等の
建築現場では、建築現場全体をカバーすることは規模的
に無理であり、構造的にも足場支柱を立設させるような
簡易な構成では強度的に困難である。
However, in a construction site such as an apartment house or an office building, it is impossible to cover the entire construction site in terms of scale. Difficult.

【0006】さらに、クレーンビーム54に沿って移動
するトロリー55の稼働範囲では、集合住宅や事務所ビ
ル等の建築現場で頻繁に行われているような、工場等か
ら建築現場に搬入されてくる資材等を吊り上げて構築中
の建物内に持ち込むことは不可能である。
Further, in the operation range of the trolley 55 moving along the crane beam 54, the trolley 55 is carried into the building site from a factory or the like, which is frequently used in a building site such as an apartment house or an office building. It is impossible to lift materials and bring them into the building under construction.

【0007】従って、集合住宅や事務所ビル等の建築現
場では、狭隘な敷地における揚重設備の問題を解決でき
る計画案は、未だに提供されていないのが現状である。
Therefore, at the construction site such as an apartment house or an office building, a plan for solving the problem of the lifting equipment on a narrow site has not yet been provided.

【0008】[0008]

【発明が解決しようとする課題】本発明は、上記の現状
に鑑みて問題を解決するために考案されたものであり、
建物の建築現場において必須である枠組足場を有効に活
用することでクレーン支柱等を設けずに構成し、搬入さ
れてくる建築資材を随時吊り上げて、開口部から建屋内
に運搬する枠組足場に組込んだ天井クレーンを提供して
いる。
SUMMARY OF THE INVENTION The present invention has been devised to solve the problems in view of the above situation.
By making effective use of the framework scaffolding that is essential at the building construction site, it is constructed without crane pillars, etc., and the building materials coming in are lifted as needed and transported into the building from the opening through the framework. Offers a built-in overhead crane.

【0009】[0009]

【課題を解決するための手段】請求項1に記載の発明で
ある枠組足場に組込んだ天井クレーンは、構築する建物
の外周に組み立てられている枠組足場と、枠組足場の所
定範囲に装備される天井クレーンの支持部材及び支持部
材に配備される天井クレーンから構成されており、建物
の外周に組み立てられて行く枠組足場に天井クレーンを
盛り替えしながら配備して、狭隘な敷地における揚重設
備の問題を解決している。
An overhead crane incorporated in a framed scaffold according to the first aspect of the present invention is mounted on a framed scaffold assembled on the outer periphery of a building to be constructed and in a predetermined area of the framed scaffold. Lifting equipment on a narrow site, comprising a ceiling crane supporting member and an overhead crane provided on the supporting member, and installing the overhead crane on a framed scaffold assembled on the outer periphery of the building while rearranging the overhead crane. Has solved the problem.

【0010】請求項2に記載の発明である枠組足場に組
込んだ天井クレーンは、請求項1に記載の天井クレーン
において、支持部材を、枠組足場と並行に設けられる走
行レールで構成して、走行レールに沿って天井クレーン
が移動させるすることを特徴としており、上記機能に加
えて、作業現場内を広く稼働できるようにしている。
According to a second aspect of the present invention, there is provided an overhead crane incorporated in a framework scaffold according to the first aspect, wherein the supporting member is constituted by a traveling rail provided in parallel with the frame scaffold. The feature is that the overhead crane is moved along the traveling rail, and in addition to the above functions, it can be operated widely in the work site.

【0011】請求項3に記載の発明である枠組足場に組
込んだ天井クレーンは、請求項1に記載の天井クレーン
において、枠組足場の所定範囲を、枠組足場に形成され
る天井クレーンの出入可能な開口部とし、開口部の側部
を構成する枠組足場に天井クレーンの支持部材を装備し
て、支持部材に開口部を出入する天井クレーンを配備す
ることを特徴としており、上記機能に加えて、開口部か
らの資材搬入を可能にしている。
According to the third aspect of the present invention, there is provided an overhead crane incorporated in a framed scaffold according to the first aspect, wherein a predetermined range of the framed scaffold can be moved in and out of the overhead crane formed in the framed scaffold. It is characterized by equipping with a supporting member of an overhead crane on a scaffold that constitutes the side of the opening, and disposing an overhead crane that enters and exits the opening on the supporting member. The material can be carried in from the opening.

【0012】請求項4に記載の発明である枠組足場に組
込んだ天井クレーンは、請求項3に記載の天井クレーン
において、支持部材を、枠組足場と並行に設けられる走
行レールから構成して、走行レールと開口部に沿って天
井クレーンが移動することを特徴としており、上記機能
に加えて、資材を吊り上げてから作業現場内を広く稼働
できるようにしている。
According to a fourth aspect of the present invention, there is provided an overhead crane incorporated in a framed scaffold, wherein the supporting member comprises a traveling rail provided in parallel with the framed scaffold. The feature is that the overhead crane moves along the traveling rail and the opening, and in addition to the above functions, it is possible to operate the work site widely after lifting the materials.

【0013】請求項5に記載の発明である枠組足場に組
込んだ天井クレーンは、請求項3に記載の天井クレーン
において、支持部材を、開口部の側部を構成する枠組足
場の間に装備される梁部材から構成して、梁部材に開口
部を出入する天井クレーンの吊下親材を配備することを
特徴としており、上記機能に加えて、資材を吊り上げて
作業階に搬入している。
According to a fifth aspect of the present invention, there is provided an overhead crane incorporated in a framework scaffold according to the third aspect, wherein a supporting member is provided between the framework scaffolds forming side portions of the opening. It is characterized by the fact that a hanging parent material of an overhead crane that enters and exits the opening from the beam member is provided, and in addition to the above functions, the material is lifted and carried to the work floor. .

【0014】[0014]

【発明の実施の形態】本発明による枠組足場に組込んだ
天井クレーンは、基本的に、構築する建物の外周に組み
立てられている枠組足場と、枠組足場の所定範囲に装備
される天井クレーンの支持部材及び支持部材に配備され
る天井クレーンから構成されており、枠組足場の所定範
囲を、枠組足場に形成される天井クレーンの出入可能な
開口部とし、開口部の側部を構成する枠組足場に天井ク
レーンの支持部材を装備して、支持部材に開口部を出入
する天井クレーンを配備することを特徴としている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An overhead crane incorporated in a framework scaffold according to the present invention is basically composed of a framework scaffold assembled on the outer periphery of a building to be constructed and an overhead crane mounted in a predetermined area of the framework scaffold. A framework scaffold comprising a support member and an overhead crane provided on the support member, wherein a predetermined range of the framework scaffold is an opening through which the overhead crane formed in the framework scaffold can enter and exit, and a frame scaffold constituting a side portion of the opening. Is equipped with a supporting member for an overhead crane, and an overhead crane that enters and exits the opening of the supporting member is provided.

【0015】これによって、建物の外周に組み立てられ
て行く枠組足場に天井クレーンを盛り替えしながら配備
して、狭隘な敷地における揚重設備の問題を解決してい
る。以下に、本発明の実施の形態を図面に基づいて説明
する。
[0015] In this way, the overhead crane is re-arranged and arranged on a framed scaffold assembled on the outer periphery of the building, thereby solving the problem of the lifting equipment on a narrow site. Hereinafter, embodiments of the present invention will be described with reference to the drawings.

【0016】図1〜4は、枠組足場に組込んだ天井クレ
ーンの実施の形態を示している。図1は、天井クレーン
を配備した枠組足場の斜視図であり、図2は、補強され
た通常の枠組足場に組込んだ天井クレーンの部分斜視
図、図3、4は天井クレーンを組込んだ枠組足場の正面
図と平面図である。
1 to 4 show an embodiment of an overhead crane incorporated in a framework scaffold. FIG. 1 is a perspective view of a framework scaffold with an overhead crane, FIG. 2 is a partial perspective view of an overhead crane incorporated into a reinforced normal framework scaffold, and FIGS. 3 and 4 incorporate an overhead crane. It is the front view and top view of a framework scaffold.

【0017】本実施の形態における天井クレーンは、天
井クレーンの支持部材を、枠組足場と並行に設けられる
走行レールから構成して、走行レールと開口部に沿って
天井クレーンを移動させることを特徴としており、資材
を吊り上げてから作業現場内を広く稼働できるようにし
ている。
The overhead crane according to the present embodiment is characterized in that a support member of the overhead crane is constituted by a traveling rail provided in parallel with the framework scaffold, and the overhead crane is moved along the traveling rail and the opening. The material is lifted and the work site can be operated widely.

【0018】図において、1は、建物を構築するため枠
組足場であり、2は、枠組足場の所定の位置に装備され
ている天井クレーンの支持部材、3は、支持部材に配備
されている天井クレーンである。
In the drawing, 1 is a framework scaffold for constructing a building, 2 is a supporting member of an overhead crane mounted at a predetermined position of the framework scaffold, and 3 is a ceiling provided on the supporting member. It is a crane.

【0019】図1の斜視図で示すように、枠組足場1
は、建物11を構築するためにその外周に組み立てられ
ている通常の架設足場である。従って、枠組足場1は、
壁つなぎ4によって構築が完了した躯体5から支持を取
りながら、建物の構築につれて漸次上方に組み立てられ
て行き、建物の構築と同時に積層されて建物の構築が完
了した段階で解体される。
As shown in the perspective view of FIG.
Is a normal erection scaffold assembled around the perimeter of the building 11 to construct it. Therefore, the framework scaffold 1
While taking support from the skeleton 5 that has been completed by the wall ties 4, it is gradually assembled upward as the building is constructed, and is stacked at the same time as the construction of the building, and is dismantled when the construction of the building is completed.

【0020】本発明は、以上のような枠組足場の本来的
に備えている、建物の構築と共に上方に積層されて行く
機能に着目し、枠組足場を天井クレーンの支持体として
兼用することで、建物の構築に従って天井クレーンの支
持位置を盛り替えながら必要な建築資材の搬入、搬送等
を実施しようとするものであり、クレーン等の揚重設備
を別途に配置することを不要にしている。
The present invention pays attention to the function inherently provided in the above-described framework scaffold, which is stacked upward together with the construction of a building, and uses the framework scaffold as a support for the overhead crane. The purpose is to carry in and transport necessary building materials while changing the support position of the overhead crane according to the construction of the building, so that it is not necessary to separately arrange lifting equipment such as a crane.

【0021】このために、枠組足場1には、搬送されて
くる建築資材を吊り上げて建築現場に運ぶ込むための開
口部6が設けてあり、開口部6の両側に配置されている
通常の枠組足場7、7には、これを補強して、天井クレ
ーン3の安全な稼働を可能にするための支持部材2が装
備されている。
For this purpose, the framework scaffolding 1 is provided with an opening 6 for lifting and transporting the conveyed building material to the construction site, and a normal framework disposed on both sides of the opening 6. The scaffolds 7, 7 are equipped with support members 2 for reinforcing them and enabling safe operation of the overhead crane 3.

【0022】天井クレーンの支持部材2は、図2、3に
拡大して部分的に示すように、H鋼材等から成る建地補
強用部材21を枠組足場の両側にある竪枠22に添わせ
て結合させ、両建地補強用部材21、21が敷設されて
いる範囲の枠組足場の横枠23に保持され、両建地補強
用部材21、21間に配置される水平つなぎ部材24
と、敷設された両建地補強用部材21、21を結合する
筋交い25とで構成されている。支持部材2を配備する
範囲は、天井クレーンの鉛直荷重を枠組足場で支持する
ために鉛直荷重を分散させられる枠組足場足場の範囲
7、7である。
The support member 2 of the overhead crane has a building reinforcement member 21 made of H steel or the like attached to vertical frames 22 on both sides of a framed scaffold, as partially enlarged in FIGS. The horizontal connecting member 24 is held by the horizontal frame 23 of the framed scaffold in the range where the building reinforcement members 21, 21 are laid, and is disposed between the building reinforcement members 21, 21.
And a brace 25 for connecting the laid two building reinforcement members 21, 21. The range in which the support member 2 is provided is the range 7, 7 of the framework scaffolding scaffold in which the vertical load can be dispersed in order to support the vertical load of the overhead crane on the framework scaffold.

【0023】これによって、枠組足場7、7と両建地補
強用部材21、21とを一体に結合させて、枠組足場7
が内外にふくらみ変形を生じないように補強されてお
り、支持部材で補強された枠組足場の垂直荷重と倒壊防
止は、枠組足場の竪枠22と躯体5に設けられた壁つな
ぎ4とによって、通常通りに支持されている。
As a result, the frame scaffolds 7, 7 and the two building reinforcement members 21, 21 are integrally connected to each other, and
Are reinforced so as not to cause bulging deformation inside and outside, and the vertical load and collapse prevention of the framework scaffold reinforced by the support member are achieved by the vertical frame 22 of the framework scaffold and the wall connection 4 provided on the frame 5. Supported as usual.

【0024】又、建物側の建地補強用部材21の天端部
には、走行レール支持用ブラケット26が配備されてお
り、走行レール支持用ブラケット26の下部には天井ク
レーン用走行レール27が保持されている。天井クレー
ン3に設けられた走行移動体28は電動トロリー29に
よって駆動されており、天井クレーン3が走行レール2
7上を枠組足場1に沿って平行に移動することを可能に
している。
A traveling rail support bracket 26 is provided at the top end of the building reinforcing member 21 on the building side, and a traveling rail 27 for an overhead crane is provided below the traveling rail support bracket 26. Is held. A traveling moving body 28 provided on the overhead crane 3 is driven by an electric trolley 29, and the overhead crane 3 is
7 on the framework scaffold 1 in parallel.

【0025】天井クレーン3は、図3の正面図で概要を
示すように、ガーダー31と電動トロリ付き巻上機35
を装備したすべり出しビーム32から構成されており、
すべり出しビーム32を枠組足場1の開口部6から外部
に張出させて、工場等から搬送されてきた建築資材を電
動トロリ付き巻上機35で吊り上げると共に、天井クレ
ーン用走行レール27上を走行することで建築現場内を
自由に移動して、建築資材を所定の場所に容易に移送し
ている。
The overhead crane 3 includes a girder 31 and a hoist 35 with an electric trolley as schematically shown in the front view of FIG.
It is composed of a sliding beam 32 equipped with
The sliding beam 32 is extended from the opening 6 of the framework scaffold 1 to the outside, and the building material conveyed from the factory or the like is lifted by the hoist 35 with the electric trolley, and travels on the traveling rail 27 for the overhead crane. This allows the building materials to move freely within the construction site and easily transfer building materials to predetermined locations.

【0026】ガーダー31は、図2、3に表示されてい
るように角パイプ33とその下部に溶接やボルト接合に
よって一体に設けたI型鋼34から構成されており、I
型鋼34の両端に走行移動体28を装備して枠組足場1
の走行レール27、27間に掛け渡して、走行レール2
7上を移動可能な状態を形成している。
As shown in FIGS. 2 and 3, the girder 31 is composed of a square pipe 33 and an I-section steel 34 integrally provided below the pipe 33 by welding or bolting.
The traveling scaffold 1 is equipped with the traveling moving body 28 at both ends of the
Between the running rails 27, 27 of the running rail 2
7 is movable.

【0027】ガーダー31のI型鋼34には、すべり出
しビーム32を吊り下げて配置しており、すべり出しビ
ーム32の上面に設けた一方が電動のトロリ36、36
によって、I型鋼34と平行な方向に移動可能な状態を
形成している。
A sliding beam 32 is suspended from the I-shaped steel 34 of the girder 31, and one of the sliding trolleys 36 provided on the upper surface of the sliding beam 32 is electrically driven.
This forms a state in which it can move in a direction parallel to the I-section steel 34.

【0028】上述したように、すべり出しビーム32に
は電動トロリ付き巻上機35が装備されており、図3に
示すように、すべり出しビーム32をガーダー31の1
側端に最大に移動させて枠組足場1の開口部6から外方
に突出させながら、電動トロリ付き巻上機35をもすべ
り出しビーム32の先端にまで移動させて、必要とする
資材の揚重を容易に実施している。
As described above, the sliding beam 32 is equipped with a hoist 35 with an electric trolley, and as shown in FIG.
The hoisting machine 35 with the electric trolley is also moved to the tip of the sliding beam 32 while moving the hoisting machine 35 to the side end to the maximum so as to protrude outward from the opening 6 of the framework scaffold 1 to lift the required material. Is easily implemented.

【0029】又、資材を吊り上げた電動トロリ付き巻上
機35は、そのままの状態で矢印のように作業現場に移
動して、すべり出しビーム32の電動トロリ36による
ガーダー31に沿った移動との兼ね合いでガーダー31
の他側端に最大に移動させて、作業現場における資材の
搬送を簡潔に実施している。
The electric trolley-equipped hoist 35 with the materials lifted moves to the work site as it is as indicated by the arrow, and the sliding beam 32 moves along the girder 31 by the electric trolley 36. Girder at 31
The material is moved to the other end to the maximum, and the material is easily transported at the work site.

【0030】さらに、図4の平面図で示すように、枠組
足場1に形成した開口部6の両側には所定の範囲に亘っ
て、枠組足場7に補強を兼ねた天井クレーンの支持部材
2が配備されている。そして、天井クレーンの支持部材
2には、一定長さの走行レール27が走行レール支持用
ブラケット26で支持されながら配置されていることか
ら、ガーダー31は開口部6を中心にして走行レール2
7の範囲において、枠組足場1に沿った平行移動も可能
になっている。
Further, as shown in the plan view of FIG. 4, on both sides of the opening 6 formed in the framework scaffold 1, a support member 2 of the overhead crane which also serves as reinforcement for the framework scaffold 7 over a predetermined range. Has been deployed. Since the traveling rail 27 of a fixed length is disposed on the supporting member 2 of the overhead crane while being supported by the traveling rail supporting bracket 26, the girder 31 moves around the opening 6.
In the range of 7, the parallel movement along the framework scaffold 1 is also possible.

【0031】本発明においては、所定の作業階での施工
が完了して作業階を上方に移動させる場合には、天井ク
レーンの支持部材2が配備されている枠組足場7を含ん
だ枠組足場1の上方に、通常の施工手順に従って枠組足
場1の組み立てが漸次行われて行く。同時に、天井クレ
ーン3の解体と、各個の天井クレーン支持部材2を構成
している、走行レール支持用ブラケット26からの走行
レール27の取り外し及び建地補強用部材21からの走
行レール支持用ブラケット26の取り外しが行われる。
In the present invention, when the work on the predetermined work floor is completed and the work floor is moved upward, the framework scaffold 1 including the framework scaffold 7 on which the support members 2 of the overhead crane are provided. Above, the assembling of the framework scaffold 1 is gradually performed according to a normal construction procedure. At the same time, the dismounting of the overhead crane 3 and the removal of the travel rail 27 from the travel rail support bracket 26 and the travel rail support bracket 26 from the building reinforcement member 21, which constitute each overhead crane support member 2. Is removed.

【0032】所定の枠組足場1が組み立てられると、組
み立てられた枠組足場1の最上階にクライミング用電動
チェ−ンブロックが用意される。次いで、電動チェ−ン
ブロックのフックを、枠組足場7に結合されている各個
の建地補強用部材21に引掛けて安定性を保ち、両建地
補強用部材21、21間に結合されている水平つなぎ部
材24と筋交い25との枠組足場からの結合を解きなが
ら、電動チェ−ンブロックによる引き上げを行って、天
井クレーン支持部材2の盛り替えを行っている。
When the predetermined scaffold 1 is assembled, an electric climbing chain block is prepared on the top floor of the assembled scaffold 1. Next, the hooks of the electric chain block are hooked on the individual building reinforcing members 21 connected to the framework scaffold 7 to maintain stability, and are connected between the building reinforcing members 21, 21. The lifting of the overhead crane support member 2 is performed by lifting the electric chain block while releasing the connection between the horizontal connecting member 24 and the brace 25 from the framework scaffold.

【0033】尚、本実施の形態では、枠組足場に開口部
を設け、この開口部から資材を吊り上げた後に、施工現
場内に搬入して所定の場所に移送する例で説明してきた
が、本発明では、枠組足場に天井クレーンを組み込んで
クレーン用の支柱等を省略することをその主旨にするも
のであるから、開口部を枠組足場に設けることは必須の
ものでない。又、盛り替えが完了した後の開口部は、通
常の枠組足場と同様に開口部を塞ぐ枠組足場の組み立て
が行われることで、仕上げ作業等の施工に支障を生じな
いように考慮されることは当然のことである。
In the present embodiment, an example has been described in which an opening is provided in the framework scaffold, materials are lifted from the opening, and then carried into a construction site and transferred to a predetermined place. In the present invention, the purpose is to incorporate a ceiling crane into the framework scaffold and to omit the cranes and the like, so that it is not essential to provide an opening in the framework scaffold. In addition, the opening after refilling is completed should be considered so as not to hinder the construction work such as finishing work by assembling the framework scaffolding that closes the opening like a normal framework scaffold Is a matter of course.

【0034】上記作業を繰り返すことによって建物の構
築は完工するが、本実施の形態では建物の建築現場にお
いて必須である、建物の外周に組み立てられて行く枠組
足場に、枠組足場と並行に設けた走行レールを配置して
天井クレーンを構成しているものであり、天井クレーン
を盛り替えしながら、必要な場合には開口部を設けるこ
とで、搬入されてくる建築資材を随時吊り上げて構築中
の建屋内に搬入し、走行レールに沿って作業現場内を移
送しており、クレーン支柱等を設けることなく必要な揚
重作業を実施している。
The construction of the building is completed by repeating the above operations. In the present embodiment, a framed scaffold assembled on the outer periphery of the building, which is indispensable at the building construction site, is provided in parallel with the framed scaffold. The overhead traveling crane is constructed by arranging the traveling rails, and while changing the overhead crane, the opening is provided if necessary, so that the incoming building materials can be lifted at any time and constructed. They are carried into the building and transported along the traveling rails in the work site, and carry out the necessary lifting work without providing any crane supports or the like.

【0035】次に、本発明による枠組足場に組込んだ天
井クレーンにおける他の実施形態について説明する。
Next, another embodiment of an overhead crane incorporated in a framework scaffold according to the present invention will be described.

【0036】本実施の形態における天井クレーンは、天
井クレーンの支持部材を、開口部の側部を構成する枠組
足場の間に装備される梁部材から構成して、梁部材に開
口部を出入する天井クレーンの吊下親材を配備すること
を特徴としており、資材を吊り上げて作業階に搬入して
いる。
In the overhead crane according to the present embodiment, the support member of the overhead crane is constituted by a beam member provided between the framework scaffolds forming the side portions of the opening, and the opening and exit of the opening is moved into and out of the beam member. It is characterized by the provision of a hanging parent material of an overhead crane, and the materials are lifted and transported to the work floor.

【0037】図5〜8は、本実施形態を示しており、図
5は、天井クレーンを配備した枠組足場の斜視図であ
る。図6は、補強された通常の枠組足場の間に組込んだ
天井クレーンの部分斜視図、図7、8は天井クレーンを
組込んだ枠組足場の正面図と平面図である。尚、上記実
施の形態と同様もしくは類似の部分については、同符号
を付して説明している。
5 to 8 show the present embodiment, and FIG. 5 is a perspective view of a framework scaffold provided with an overhead crane. FIG. 6 is a partial perspective view of an overhead crane incorporated between reinforced ordinary framework scaffolds, and FIGS. 7 and 8 are a front view and a plan view of a framework scaffold incorporating an overhead crane. Note that the same or similar parts as those in the above embodiment are denoted by the same reference numerals and described.

【0038】図において、1は、建物を構築するため枠
組足場であり、41は、枠組足場の所定の位置に装備さ
れている天井クレーンの支持部材、3−1は、支持部材
に配備されている天井クレーンである。
In the figure, 1 is a framework scaffold for building a building, 41 is a supporting member of an overhead crane mounted at a predetermined position of the framework scaffold, and 3-1 is provided on the supporting member. Overhead crane.

【0039】枠組足場1は、図5の斜視図で示すよう
に、建物11を構築するためにその外周に組み立てられ
ている通常の架設足場である。従って、枠組足場1は、
壁つなぎ4によって構築が完了した躯体5から支持を取
りながら、建物の構築につれて漸次上方に組み立てられ
て行き、建物の構築が完了した段階で解体される。
As shown in the perspective view of FIG. 5, the framework scaffold 1 is a normal construction scaffold assembled on the outer periphery of the building 11 to construct the building 11. Therefore, the framework scaffold 1
While taking support from the skeleton 5 that has been completed by the wall tethers 4, it is gradually assembled upward as the building is constructed, and disassembled when the construction of the building is completed.

【0040】このために、枠組足場1には、搬送されて
くる建築資材を吊り上げて建築現場に運ぶ込むための開
口部6が設けてあり、開口部6の両側に配置されている
通常の枠組足場7、7には、これを補強して、天井クレ
ーン3−1の安全な稼働を可能にするための支持部材4
1が装備されている。
For this purpose, the framework scaffold 1 is provided with an opening 6 for lifting and transporting the conveyed building material to the construction site, and a normal framework arranged on both sides of the opening 6 is provided. The support members 4 for reinforcing the scaffolds 7 and 7 to enable the safe operation of the overhead crane 3-1 are provided.
1 is equipped.

【0041】天井クレーンの支持部材41は、図6、7
で詳細に示されているように、H鋼材等から成る建地補
強用部材21を枠組足場の両側にある竪枠22に添わせ
て結合させ、両建地補強用部材21、21間に枠組足場
の横枠23に保持される水平つなぎ部材24と筋交い2
5を配置することで構成され、開口部6の側部を構成す
る枠組足場の建地補強用部材21の天端部には、梁部材
42を接合する結合部材43が装備されている。
The supporting member 41 of the overhead crane is shown in FIGS.
As shown in detail in FIG. 1, a building reinforcement member 21 made of H-steel material or the like is joined together along vertical frames 22 on both sides of a frame scaffold, and a framework is provided between the two building reinforcement members 21 and 21. Horizontal joint member 24 and brace 2 held by horizontal frame 23 of the scaffold
5 is provided, and a joining member 43 that joins the beam member 42 is provided at the top end of the building reinforcing member 21 of the framework scaffold that forms the side of the opening 6.

【0042】これによって、上記実施の形態と同様に、
枠組足場7、7は座屈を生じさせないように補強されて
おり、天井クレーンの支持部材で補強された枠組足場の
垂直荷重と倒壊防止は、通常通りに枠組足場の竪枠22
と躯体5に設けられた壁つなぎ4とによって支持されて
いる。
Thus, similar to the above embodiment,
The frame scaffolds 7 and 7 are reinforced so as not to cause buckling, and the vertical load and the collapse prevention of the frame scaffold reinforced by the support member of the overhead crane can be reduced as usual by the vertical frame 22 of the frame scaffold.
And a wall link 4 provided on the frame 5.

【0043】一方の梁部材42は、開口部6の側部を構
成する枠組足場7、7の間に掛け渡してあり、建地補強
用部材21の天端部に装備された結合部材43にボルト
接合することで、天井クレーンの支持部材41の一部を
構成している。他方の梁部材42は、開口部6の反対側
を構成して通常の足場を形成している枠組足場7、7の
間に掛け渡してある。
One beam member 42 is bridged between the frame scaffolds 7, 7 forming the side of the opening 6, and is connected to a connecting member 43 provided at the top end of the building reinforcing member 21. The bolt connection forms a part of the support member 41 of the overhead crane. The other beam member 42 is bridged between the framework scaffolds 7, 7 constituting the opposite side of the opening 6 and forming a normal scaffold.

【0044】梁部材42は、鋼材を組み合わせたトラス
架構から構成されており、下面中央部に天井クレーン用
の親材44を取り付けるための吊下げ材45を装備して
いる。天井クレーン3−1は、図7の正面図で概要を示
すように、親材44と電動トロリ付き巻上機35を装備
したすべり出しビーム32から構成されており、すべり
出しビーム32を枠組足場1の開口部6から外部に張出
させて、工場等から搬送されてきた建築資材を電動トロ
リ付き巻上機35で吊り上げることで、建築現場内の所
定の場所に移送している。
The beam member 42 is composed of a truss frame combining steel materials, and is provided with a suspension member 45 for attaching a parent material 44 for an overhead crane at the center of the lower surface. The overhead crane 3-1 is composed of a base material 44 and a sliding beam 32 equipped with a hoisting machine 35 with an electric trolley, as schematically shown in the front view of FIG. 7, and the sliding beam 32 is attached to the framework scaffold 1. The building material conveyed from a factory or the like is protruded outside from the opening 6 and lifted by a hoisting machine 35 with an electric trolley to be transported to a predetermined place in the building site.

【0045】親材44は、図6、7に表示されているよ
うに角パイプ46とその下部に溶接によって一体に設け
たI型鋼34から構成されている。親材44のI型鋼3
4には、すべり出しビーム32を吊り下げて配置してお
り、すべり出しビーム32の上面に設けた一方が電動の
トロリ36、36によって、I型鋼34と平行な方向に
移動可能な状態を形成している。
As shown in FIGS. 6 and 7, the parent material 44 is composed of a square pipe 46 and an I-shaped steel 34 integrally provided below the pipe 46 by welding. I-beam 3 of parent material 44
In FIG. 4, a sliding beam 32 is suspended and arranged. One of the sliding beams 32 provided on the upper surface of the sliding beam 32 is movable by a motorized trolley 36 in a direction parallel to the I-shaped steel 34. I have.

【0046】上述したように、すべり出しビーム32に
は電動トロリ付き巻上機35が装備されており、図6に
示すように、すべり出しビーム32を親材44の1側端
に最大に移動させて枠組足場1の開口部6から外方に突
出させながら、電動トロリ付き巻上機35をもすべり出
しビーム32の先端にまで移動させて、必要とする資材
の揚重を容易に実施している。
As described above, the sliding beam 32 is equipped with the hoist 35 with an electric trolley. As shown in FIG. 6, the sliding beam 32 is moved to the one side end of the parent material 44 to the maximum. While projecting outward from the opening 6 of the framework scaffold 1, the electric trolley-equipped hoist 35 is also moved to the tip of the sliding beam 32, so that necessary materials can be easily lifted.

【0047】又、資材を吊り上げた電動トロリ付き巻上
機35は、そのままの状態で矢印のように作業現場に移
動して、すべり出しビーム32の電動トロリ36による
親材44に沿った移動との兼ね合いで親材44の他側端
に最大に移動させて、作業現場における資材の搬送を簡
潔に実施している。
Further, the hoisting machine 35 with the electric trolley having the materials lifted moves to the work site as shown by the arrow as it is, and the sliding beam 32 moves along the parent material 44 by the electric trolley 36. The material is moved to the other side end of the parent material 44 to the maximum in consideration of the transfer of the material at the work site in a simple manner.

【0048】本実施の形態では、図8の平面図が示すよ
うに、枠組足場1に形成した開口部6の両側には所定の
範囲に亘って天井クレーンの支持部材41が配備されて
おり、枠組足場7の補強を兼ねている。そして、天井ク
レーンの支持部材41は、その一部を構成する梁部材4
2を、開口部6の側部を構成する枠組足場7、7の間に
掛け渡しており、梁部材42の下面中央に装備した吊下
げ材45によって、建物両側の枠組足場間に配置される
天井クレーンを走行させるための親材44を支持してい
る。
In the present embodiment, as shown in the plan view of FIG. 8, on both sides of the opening 6 formed in the framework scaffold 1, support members 41 of the overhead crane are provided over a predetermined range. It also reinforces the framework scaffold 7. And the supporting member 41 of the overhead crane is the beam member 4 which constitutes a part thereof.
2 is bridged between the framework scaffolds 7, 7 constituting the side of the opening 6, and is disposed between the framework scaffolds on both sides of the building by the suspending member 45 provided at the center of the lower surface of the beam member 42. A parent material 44 for running the overhead crane is supported.

【0049】尚、図7と共に図示している中間支持枠4
7は、親材44が天井クレーン3−1の稼働時に搬送し
ている資材の荷重によって下方に撓むことのないように
保持するために設けているものであり、必ずしも必要と
するものでない。
The intermediate support frame 4 shown in FIG.
Numeral 7 is provided to hold the parent material 44 so as not to bend downward due to the load of the material being conveyed when the overhead crane 3-1 is operated, and is not always necessary.

【0050】図8では、すべり出しビーム32に装備し
た電動トロリ付き巻上機で建築資材を吊上げ、搬入する
状態を示している。
FIG. 8 shows a state in which building materials are lifted and carried in by a hoist with an electric trolley mounted on the sliding beam 32.

【0051】開口部6に到達するまでの吊上げられる資
材48は、図示のように、枠組足場1の方向に沿った並
行状態を維持させており、すべり出しビーム32に加え
られる荷重を低減させると共に風等の影響を受けないよ
うに配慮している。開口部に吊り上げられた資材は、そ
の方向を90度回動させてから、開口部6を通過して作
業現場に移動して所定の位置に降下させるものであり、
すべり出しビーム32の電動トロリ36による親材44
に沿った移動と電動トロリ付き巻上機の移動との兼ね合
いで作業現場における資材の搬送を完了させている。
The material 48 to be lifted up to the opening 6 keeps the parallel state along the direction of the framework scaffold 1 as shown in the figure, so that the load applied to the sliding beam 32 is reduced and the wind is reduced. Care is taken not to be affected by The material suspended in the opening is rotated by 90 degrees in the direction, then moves to the work site through the opening 6, and is lowered to a predetermined position.
Parent material 44 of motorized trolley 36 for sliding beam 32
The transfer of materials at the work site is completed by balancing the movement of the hoist with the electric trolley with the movement along the trolley.

【0052】本実施の形態の場合にも、所定の作業階で
の施工が完了して作業階を上方に移動させる場合には、
天井クレーンの支持部材41が配備されている枠組足場
7を含んだ枠組足場1の上方に、通常の施工手順に従っ
て枠組足場1の組み立てが漸次行われている間に、天井
クレーン3−1の解体と吊下げ材45からの親材44の
取り外しが行われる。
Also in the case of this embodiment, when the construction on the predetermined work floor is completed and the work floor is moved upward,
During the assembling of the framework scaffold 1 according to a normal construction procedure, the disassembly of the overhead crane 3-1 is performed above the framework scaffold 1 including the framework scaffold 7 on which the support members 41 of the overhead crane are provided. Then, the parent material 44 is removed from the hanging material 45.

【0053】次いで、所定の枠組足場1が組み立てられ
ると、組み立てられた枠組足場1の最上階にクライミン
グ用電動チェ−ンブロックを用意し、電動チェ−ンブロ
ックのフックを、枠組足場7に結合されている各個の建
地補強用部材21に引掛けて安定性を保ち、両建地補強
用部材21、21間に結合されている水平つなぎ部材2
4と筋交い25との枠組足場からの結合を解きながら、
電動チェ−ンブロックによる引き上げを行って、天井ク
レーン支持部材41の盛り替えを行っている。
Next, when the predetermined framework scaffold 1 is assembled, an electric chain block for climbing is prepared on the top floor of the assembled frame scaffold 1, and the hook of the electric chain block is connected to the framework scaffold 7. The horizontal tether 2 connected between the two building reinforcement members 21, 21 is hooked on each of the building reinforcement members 21, and the stability is maintained.
While releasing the connection from the framework scaffolding between 4 and brace 25,
The lifting of the overhead crane support member 41 is performed by raising the electric chain block.

【0054】そして、盛り替えが完了した後の開口部
は、通常の枠組足場と同様に開口部を塞ぐ枠組足場の組
み立てを行って、仕上げ作業等の施工に支障を生じない
ようにしている。
Then, the opening after the refilling is completed, a framed scaffold for closing the opening is assembled in the same manner as a normal framed scaffold so as not to hinder the work such as finishing work.

【0055】上記作業を繰り返すことによって建物の構
築は完工するが、本実施の形態では建物の建築現場にお
いて必須である、建物の外周に組み立てられて行く枠組
足場に開口部と天井クレーンを構成して、天井クレーン
を盛り替えしながら搬入されてくる建築資材を随時吊り
上げて、開口部から構築中の建屋内に搬入、移送してお
り、クレーン支柱等を設けることなく必要な揚重作業を
実施している。
The construction of the building is completed by repeating the above operations. In the present embodiment, the opening and the overhead crane are formed on the framed scaffold assembled on the outer periphery of the building, which is indispensable at the building construction site. The building materials coming in while changing the overhead crane are lifted as needed, and carried into and out of the building under construction from the opening, and necessary lifting work is performed without providing crane columns etc. are doing.

【0056】以上のように、本発明による枠組足場に組
込んだ天井クレーンは、建物の建築現場において必須で
ある建物の外周に組み立てられて行く枠組足場に天井ク
レーンを構成しており、必要な場合には開口部を形成
し、クレーン支柱等を設けずに天井クレーンを盛り替え
しながら配備する天井クレーンを構成することで、搬入
されてくる建築資材を随時吊り上げて、開口部から建屋
内に運搬するものであるから、狭隘な敷地における揚重
設備の問題を解決している。
As described above, the overhead crane incorporated in the framework scaffold according to the present invention constitutes the overhead crane on the framework scaffold assembled on the outer periphery of the building which is indispensable at the building site of the building. In this case, an opening is formed, and an overhead crane is installed while changing the ceiling crane without crane supports, etc., so that incoming building materials can be lifted from time to time to enter the building from the opening. Since it is transported, it solves the problem of lifting equipment on narrow sites.

【0057】以上、本発明を実施の形態に基づいて詳細
に説明してきたが、本発明による枠組足場に組込んだ天
井クレーンは、上記実施の形態に何ら限定されるもので
なく、枠組足場の形態、天井クレーンの支持部材、梁部
材の形状等に関して、本発明の趣旨を逸脱しない範囲に
おいて種々の変更が可能であることは当然のことであ
る。
Although the present invention has been described in detail based on the embodiment, the overhead crane incorporated in the framework scaffold according to the present invention is not limited to the above-described embodiment, and is not limited to the above-described embodiment. It goes without saying that various changes can be made in the form, the shape of the support members of the overhead crane, the shapes of the beam members, etc. without departing from the spirit of the present invention.

【0058】[0058]

【発明の効果】請求項1に記載の発明である枠組足場に
組込んだ天井クレーンは、構築する建物の外周に組み立
てられている枠組足場と、枠組足場の所定範囲に装備さ
れる天井クレーンの支持部材及び支持部材に配備される
天井クレーンから構成されており、建物の外周に組み立
てられて行く枠組足場に天井クレーンを盛り替えしなが
ら配備して、狭隘な敷地における揚重設備を構成する効
果を奏している。
The overhead crane incorporated in the framework scaffold according to the first aspect of the present invention includes a framework scaffold assembled on the outer periphery of a building to be constructed and an overhead crane installed in a predetermined range of the framework scaffold. Consists of a supporting member and an overhead crane provided on the supporting member. The effect of constructing a lifting facility on a narrow site by replacing the overhead crane on a framed scaffold assembled on the outer periphery of the building while rearranging the overhead crane. Is playing.

【0059】請求項2に記載の発明である枠組足場に組
込んだ天井クレーンは、請求項1に記載の天井クレーン
において、支持部材を、枠組足場と並行に設けられる走
行レールで構成して、走行レールに沿って天井クレーン
が移動させるすることを特徴としているので、上記効果
に加えて、作業現場内を広く稼働できる効果を奏してい
る。
The overhead crane incorporated in the framework scaffold according to the second aspect of the present invention is the overhead crane according to the first aspect, wherein the support member is constituted by a traveling rail provided in parallel with the framework scaffold. The feature is that the overhead crane is moved along the traveling rail, so that in addition to the above-described effects, an effect that the operation can be widely performed in the work site is achieved.

【0060】請求項3に記載の発明である枠組足場に組
込んだ天井クレーンは、請求項1に記載の天井クレーン
において、枠組足場の所定範囲を、枠組足場に形成され
る天井クレーンの出入可能な開口部とし、開口部の側部
を構成する枠組足場に天井クレーンの支持部材を装備し
て、支持部材に開口部を出入する天井クレーンを配備す
ることを特徴としているので、上記効果に加えて、開口
部からの資材搬入を可能にする効果を奏している。
According to the third aspect of the present invention, there is provided an overhead crane incorporated in a framed scaffold according to the first aspect, wherein a predetermined range of the framed scaffold can be moved in and out of an overhead crane formed in the framed scaffold. In addition to the above-mentioned effects, in addition to the above-mentioned effects, it is characterized by equipping a supporting member of an overhead crane with a framed scaffold constituting a side portion of the opening, and disposing an overhead crane which enters and exits the opening in the supporting member. Therefore, there is an effect that the material can be carried in from the opening.

【0061】請求項4に記載の発明である枠組足場に組
込んだ天井クレーンは、請求項3に記載の天井クレーン
において、支持部材を、枠組足場と並行に設けられる走
行レールから構成して、走行レールと開口部に沿って天
井クレーンが移動することを特徴としているので、上記
効果に加えて、資材を吊り上げてから作業現場内を広く
稼働できる効果を奏している。
According to a fourth aspect of the present invention, there is provided an overhead traveling crane incorporated in a framework scaffold according to the third aspect, wherein the supporting member comprises a traveling rail provided in parallel with the framework scaffold. The feature is that the overhead crane moves along the traveling rail and the opening, and in addition to the above-mentioned effects, there is an effect that the material can be lifted and then the work site can be widely operated.

【0062】請求項5に記載の発明である枠組足場に組
込んだ天井クレーンは、請求項3に記載の天井クレーン
において、支持部材を、開口部の側部を構成する枠組足
場の間に装備される梁部材から構成して、梁部材に開口
部を出入する天井クレーンの吊下親材を配備することを
特徴としているので、上記効果に加えて、資材を吊り上
げて作業階に搬入できる効果を奏している。
According to a fifth aspect of the present invention, there is provided an overhead crane incorporated in a framework scaffold according to the third aspect, wherein a supporting member is provided between the framework scaffolds forming side portions of the opening. It is characterized by the fact that a hanging parent material of an overhead crane that goes into and out of the opening of the beam member is provided, so that the material can be lifted and transported to the work floor in addition to the above effects. Is playing.

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

【 図1】本発明による枠組足場に組込んだ天井クレー
ンの斜視図
FIG. 1 is a perspective view of an overhead crane incorporated in a framework scaffold according to the present invention.

【 図2】本発明による枠組足場に組込んだ天井クレー
ンの部分斜視図
FIG. 2 is a partial perspective view of an overhead crane incorporated in a framework scaffold according to the present invention.

【 図3】本発明による枠組足場に組込んだ天井クレー
ンの正面図
FIG. 3 is a front view of an overhead crane incorporated in a framework scaffold according to the present invention.

【 図4】本発明による枠組足場に組込んだ天井クレー
ンの平面図
FIG. 4 is a plan view of an overhead crane incorporated in a framework scaffold according to the present invention.

【 図5】本発明による枠組足場に組込んだ天井クレー
ンにおける他の実施形態の斜視図
FIG. 5 is a perspective view of another embodiment of an overhead crane incorporated in a framework scaffold according to the present invention.

【 図6】本発明による枠組足場に組込んだ天井クレー
ンにおける他の実施形態の部分斜視図
FIG. 6 is a partial perspective view of another embodiment of an overhead crane incorporated in a framework scaffold according to the present invention.

【 図7】本発明による枠組足場に組込んだ天井クレー
ンにおける他の実施形態の正面図
FIG. 7 is a front view of another embodiment of an overhead crane incorporated in a framework scaffold according to the present invention.

【 図8】本発明による枠組足場に組込んだ天井クレー
ンにおける他の実施形態の平面図図
FIG. 8 is a plan view of another embodiment of an overhead crane incorporated in a framework scaffold according to the present invention.

【 図9】従来の小規模住宅における揚重機の概要図FIG. 9 is a schematic diagram of a conventional hoist in a small house.

【 図10】従来の小規模住宅における揚重機の拡大部
分概要図
FIG. 10 is an enlarged partial schematic view of a conventional hoist in a small house.

【符号の説明】[Explanation of symbols]

1 枠組足場、 2 天井クレーンの支持部材、3、3
−1 天井クレーン、 11 建物、 4 壁つなぎ、
5 躯体、6 開口部、 7 枠組足場、21 建地
補強用部材、 22 竪枠、 23 横枠、24 水平
つなぎ部材、 25 筋交い、26 走行レール支持用
ブラケット、 27 天井クレーン用走行レール、28
走行移動体、 29 電動トロリー、 31 ガーダ
ー、32 すべり出しビーム、 33 角パイプ、 3
4 I型鋼、35 電動トロリ付き巻上機、 36 ト
ロリ、41 天井クレーンの支持部材、 42 梁部
材、 43 結合部材、44 親材、 45 吊下げ
材、 46 角パイプ、 47 中間支持枠、48 建
築資材、50 天井クレーン、 51 足場支柱、 5
2 ブラケット、53 レール、 54 クレーンビー
ム、 55 トロリー、
1 Frame scaffolding, 2 Overhead crane support members, 3, 3
-1 overhead crane, 11 buildings, 4 wall connecting,
Reference Signs List 5 frame, 6 opening, 7 frame scaffold, 21 building reinforcement member, 22 vertical frame, 23 horizontal frame, 24 horizontal connecting member, 25 bracing, 26 running rail support bracket, 27 overhead crane running rail, 28
Traveling mobile, 29 electric trolley, 31 girder, 32 sliding beam, 33 square pipe, 3
4 I-type steel, 35 hoist with electric trolley, 36 trolley, 41 overhead crane support member, 42 beam member, 43 connecting member, 44 parent material, 45 suspension material, 46 square pipe, 47 intermediate support frame, 48 building Materials, 50 overhead cranes, 51 scaffolding supports, 5
2 brackets, 53 rails, 54 crane beams, 55 trolleys,

───────────────────────────────────────────────────── フロントページの続き (72)発明者 笹井 清典 大阪府大阪市阿倍野区松崎町2丁目2番2 号 株式会社奥村組内 (72)発明者 坂本 勇雄 大阪府大阪市阿倍野区松崎町2丁目2番2 号 株式会社奥村組内 (72)発明者 小竹 琢雄 大阪府大阪市阿倍野区松崎町2丁目2番2 号 株式会社奥村組内 Fターム(参考) 2E174 CA03 CA06 CA14  ──────────────────────────────────────────────────続 き Continuing from the front page (72) Inventor Kiyonori Sasai 2-2-2 Matsuzakicho, Abeno-ku, Osaka-shi, Osaka Prefecture Inside Okumura Gumi Co., Ltd. (72) Inventor Isao Sakamoto 2-2-2 Matsuzakicho, Abeno-ku, Osaka-shi No. 2 Okumura Gumi Co., Ltd. (72) Inventor Takuo Kotake 2-2-2 Matsuzakicho, Abeno-ku, Osaka-shi, Osaka F-term (reference) 2E174 CA03 CA06 CA14

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 構築する建物の外周に組み立てられてい
る枠組足場、該枠組足場の所定範囲に装備される天井ク
レーンの支持部材及び該支持部材に配備される天井クレ
ーンから構成される枠組足場に組込んだ天井クレーン。
1. A framework scaffold comprising a framework scaffold assembled on the outer periphery of a building to be constructed, a support member of an overhead crane provided in a predetermined range of the framework scaffold, and a ceiling crane provided on the support member. Built-in overhead crane.
【請求項2】 支持部材が、枠組足場と並行に設けられ
る走行レールから構成され、該走行レールに沿って天井
クレーンが移動することを特徴とする請求項1に記載の
枠組足場に組込んだ天井クレーン。
2. The frame scaffold according to claim 1, wherein the support member is constituted by a traveling rail provided in parallel with the framework scaffold, and the overhead crane moves along the traveling rail. Overhead traveling crane.
【請求項3】 枠組足場の所定範囲が、枠組足場に形成
される天井クレーンの出入可能な開口部であって、該開
口部の側部を構成する枠組足場に天井クレーンの支持部
材を装備し、該支持部材に開口部を出入する天井クレー
ンを配備することを特徴とする請求項1に記載の枠組足
場に組込んだ天井クレーン。
3. A predetermined range of the framework scaffold is an opening portion of the overhead crane formed in the framework scaffold and capable of entering and exiting, and the framework scaffold forming a side portion of the opening is provided with a ceiling crane support member. The overhead crane incorporated in a framework scaffold according to claim 1, further comprising an overhead crane that enters and exits the opening of the support member.
【請求項4】 支持部材が、枠組足場と並行に設けられ
る走行レールから構成され、該走行レールと開口部に沿
って天井クレーンが移動することを特徴とする請求項3
に記載の枠組足場に組込んだ天井クレーン。
4. The supporting member comprises a traveling rail provided in parallel with the framework scaffold, and the overhead traveling crane moves along the traveling rail and the opening.
An overhead crane incorporated into the framework scaffold described in (1).
【請求項5】 支持部材が、開口部の側部を構成する枠
組足場の間に装備される梁部材から成り、該梁部材に開
口部を出入する天井クレーンの吊下親材を配備すること
を特徴とする請求項3に記載の枠組足場に組込んだ天井
クレーン。
5. The supporting member comprises a beam member provided between framed scaffolds forming sides of the opening, and a suspension parent material of an overhead crane which enters and exits the opening is provided in the beam member. The overhead crane incorporated in the framework scaffold according to claim 3, characterized in that:
JP2000160077A 2000-05-30 2000-05-30 Overhead crane built into a framework scaffold Expired - Fee Related JP4303400B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000160077A JP4303400B2 (en) 2000-05-30 2000-05-30 Overhead crane built into a framework scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000160077A JP4303400B2 (en) 2000-05-30 2000-05-30 Overhead crane built into a framework scaffold

Publications (2)

Publication Number Publication Date
JP2001336289A true JP2001336289A (en) 2001-12-07
JP4303400B2 JP4303400B2 (en) 2009-07-29

Family

ID=18664326

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000160077A Expired - Fee Related JP4303400B2 (en) 2000-05-30 2000-05-30 Overhead crane built into a framework scaffold

Country Status (1)

Country Link
JP (1) JP4303400B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2308934A1 (en) * 2007-05-29 2008-12-01 Navarra Intelligent Concrete System, S.L Automatic system for construction of buildings
JP2017031657A (en) * 2015-07-31 2017-02-09 株式会社大林組 Ceiling crane support device and load receiving member

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2308934A1 (en) * 2007-05-29 2008-12-01 Navarra Intelligent Concrete System, S.L Automatic system for construction of buildings
WO2008145790A1 (en) * 2007-05-29 2008-12-04 Navarra Intelligent Concrete System, S.L Automatic system for construction of buildings
JP2017031657A (en) * 2015-07-31 2017-02-09 株式会社大林組 Ceiling crane support device and load receiving member

Also Published As

Publication number Publication date
JP4303400B2 (en) 2009-07-29

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