JP2621748B2 - All-weather temporary shed - Google Patents

All-weather temporary shed

Info

Publication number
JP2621748B2
JP2621748B2 JP4301169A JP30116992A JP2621748B2 JP 2621748 B2 JP2621748 B2 JP 2621748B2 JP 4301169 A JP4301169 A JP 4301169A JP 30116992 A JP30116992 A JP 30116992A JP 2621748 B2 JP2621748 B2 JP 2621748B2
Authority
JP
Japan
Prior art keywords
wall frame
scaffolds
frame
assembly
hut
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP4301169A
Other languages
Japanese (ja)
Other versions
JPH06146609A (en
Inventor
章隆 小黒
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
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP4301169A priority Critical patent/JP2621748B2/en
Publication of JPH06146609A publication Critical patent/JPH06146609A/en
Application granted granted Critical
Publication of JP2621748B2 publication Critical patent/JP2621748B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/24Safety or protective measures preventing damage to building parts or finishing work during construction
    • E04G21/242Safety or protective measures preventing damage to building parts or finishing work during construction for temporarily covering the whole worksite, e.g. building, trench

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、炎天や雨天などの悪
天候に左右されないで、鉄筋工事やコンクリート工事な
どの建設工事を行うことができる全天候型仮設上屋に関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an all-weather temporary shed capable of performing construction work such as rebar work and concrete work without being affected by bad weather such as hot weather or rainy weather.

【0002】[0002]

【従来の技術および発明が解決しようとする課題】一般
に、建設工事は炎天や風雨などの悪天候に大きく左右さ
れやすく、例えば炎天下のコンクリート打ちは水分の急
激な蒸発によりセメントの水和反応に悪影響を与えてコ
ンクリートの品質を低下させるおそれがあり、また風雨
下の溶接作業は溶接精度を低下させるだけでなく危険を
伴い易い。さらに、寒冷地では零下での作業を強いられ
て作業性が著しく低下することがあった。
2. Description of the Related Art In general, construction work is greatly affected by bad weather such as hot weather and wind and rain. For example, concrete pouring under hot weather adversely affects the hydration reaction of cement due to rapid evaporation of moisture. May deteriorate the quality of concrete, and welding work under wind and rain not only lowers welding accuracy but also tends to be dangerous. Further, in a cold region, work at a temperature below zero was forced, and workability was sometimes significantly reduced.

【0003】このため、このような悪天候の日には、作
業を一時中断せざるをえず、工期の遅延が避けられない
ことが多かった。また、作業によっては、騒音、臭気公
害などを伴うものもあった。
[0003] For this reason, on such bad weather days, work has to be temporarily suspended, and in many cases, delays in the construction period cannot be avoided. In addition, some operations involved noise and odor pollution.

【0004】この発明は、このような現場事情に鑑みて
なされたもので、悪天候に左右されずに、各種の建設工
事を予定通りに、しかも安全に行うことができる全天候
型仮設上屋を提供することを目的とする。
The present invention has been made in view of such circumstances, and provides an all-weather temporary shed that can perform various construction works on schedule and safely without being affected by bad weather. The purpose is to do.

【0005】[0005]

【課題を解決するための手段】この発明に係る全天候型
仮設上屋は、構築中の構造物の周囲に設置されて壁軸組
を構成する複数の枠組足場と、前記壁軸組の上端部間に
架け渡されて小屋組を構成する複数のトラス梁と、前記
壁軸組に設置されて前記壁軸組の周囲を覆う養生シート
と、前記小屋組に設置されて前記小屋組を覆う複数の屋
根パネルと、前記小屋組の下側に水平走行するように設
置されて資材を搬送する天井クレーンとを備え、前記壁
軸組は前記枠組足場を上下方向および横方向に互いに連
結しながら複数設置して構成し、この壁軸組の内側に上
下方向および横方向に所定間隔おきにブラケットを複数
突設し、このブラケットの上に足場板を架け渡して作業
足場を複数段設け、前記トラス梁は溝形鋼からなる上弦
材と鋼管からなる下弦材と丸鋼からなる斜材とから逆三
角形断面形にかつ伸縮可能に構成してなることを特徴と
する。
According to the present invention, there is provided an all-weather temporary shed provided with a plurality of frame scaffolds which are installed around a structure under construction to form a wall frame, and an upper end of the wall frame. A plurality of truss beams spanned between the truss sets, a curing sheet installed on the wall framing to cover the periphery of the wall framing, and a plurality of truss beams installed on the hut set to cover the hut set Roof panel, and an overhead crane that is installed so as to run horizontally below the hut assembly and conveys materials, wherein the wall frame assembly connects the framework scaffolds to each other vertically and horizontally. A plurality of brackets are provided at predetermined intervals in the vertical and horizontal directions inside the wall shaft assembly, and a plurality of working scaffolds are provided by suspending a scaffold plate on the brackets; Beam consists of upper chord made of channel steel and steel pipe And from a diagonal members consisting of the chord and the round steel inverted triangular cross-sectional shape it stretchable be characterized by being configured.

【0006】[0006]

【実施例】図1〜図6は、この発明に係る全天候型仮設
上屋(以下「仮設上屋」という)の一実施例を示し、図
において、符号1は建設中の構造物Aの周囲に設置され
て仮設上屋の周囲の壁軸組を構成する枠組足場、2はこ
の枠組足場1からなる壁軸組の下端部に設置され、壁軸
組の土台となる受け梁、3は壁軸組の上端部間に架け渡
されて仮設上屋の小屋組を構成するトラス梁、4は壁軸
組の外側に設置されて壁軸組の周囲を覆う養生シート、
5と6はトラス梁3,3 間に順に架け渡されて小屋組を覆
う下地板と屋根パネル、そして、符号7はトラス梁3の
下側に設置されて資材を搬送する天井クレーンである。
1 to 6 show an embodiment of an all-weather temporary shed (hereinafter referred to as "temporary shed") according to the present invention. In the drawings, reference numeral 1 denotes a structure A under construction. Is installed at the lower end of the wall frame composed of the frame scaffold 1 and constitutes a base beam of the wall frame, and 3 is a wall. A truss beam that is bridged between the upper ends of the framings to form a shed of a temporary shed, a curing sheet that is installed outside the wall framing and covers the periphery of the wall framing;
Reference numerals 5 and 6 denote a base plate and a roof panel which are successively bridged between the truss beams 3 and 3 to cover the shed, and reference numeral 7 is an overhead crane which is installed below the truss beams 3 and transports materials.

【0007】枠組足場1は、あらかじめ工場などで複数
本の鋼管を構造的に有利なトラス枠に構成したユニット
で、上下ユニットは支柱1aとしての竪管をいわゆる鞘管
方式(図5参照)によって連結することにより簡単に組
み立てることができ、また簡単に解体できるものであ
る。なお、枠組足場1は現地で組み立てることもできる
ものである。
The frame scaffold 1 is a unit in which a plurality of steel pipes are previously formed into a structurally advantageous truss frame at a factory or the like. By being connected, it can be easily assembled and easily disassembled. Note that the framework scaffold 1 can also be assembled on site.

【0008】このように構成された枠組足場1は、建設
中の構造物Aの周囲の地盤上に設置された受け梁2の上
に周囲の壁軸組となるように、上下方向および横方向に
互いに連結しながら所定の高さまで組み立てられ、さら
に建設中の構造物Aの出来上がりに応じて2段〜3段づ
つ順次組み立てられている。
The framework scaffold 1 thus constructed is vertically and laterally mounted on a receiving beam 2 installed on the ground around the structure A under construction so as to form a surrounding wall frame. Are assembled to a predetermined height while being connected to each other, and are further assembled sequentially in two to three steps according to the completion of the structure A under construction.

【0009】また、周囲の壁軸組を構成している最下段
の枠組足場1は、受け梁2の上に万力などの固定金具8
によって動かないように固定されている(図3参照)。
The lowermost framed scaffold 1 constituting the surrounding wall frame is fixed on a receiving beam 2 with a fixing bracket 8 such as a vise.
(See FIG. 3) so as not to move.

【0010】また、最下段の枠組足場1の下端部に枠組
足場1の高さを調整するためのレベル調整ジャッキ9が
取り付けられ、かつ最上段の枠組足場1の上端部にトラ
ス梁3の高さを調整するためのレベル調整ジャッキ10が
取り付けられている。
A level adjusting jack 9 for adjusting the height of the framed scaffold 1 is attached to the lower end of the lowermost framed scaffold 1, and the height of the truss beam 3 is set at the upper end of the uppermost framed scaffold 1. A level adjusting jack 10 for adjusting the level is attached.

【0011】このように組み立てられた枠組足場1から
なる周囲の壁軸組には、風雨などの浸入を防止するため
に、養生シート4が全面にわたって取り付けられてい
る。養生シート4には、例えばビニールシートなどの採
光可能なシートが使用されている。
[0011] A curing sheet 4 is attached to the entire surface of the surrounding frame composed of the framed scaffold 1 thus assembled in order to prevent intrusion such as wind and rain. As the curing sheet 4, a sheet capable of lighting, such as a vinyl sheet, is used.

【0012】受け梁2にはH形鋼が使用され、また受け
梁2は建設中の構造物Aの周囲の地盤上に水平に敷設さ
れ、かつ既に構築された山止め壁11にアングル材などか
らなる繋ぎ部材12によって動かないように固定されてい
る。
An H-shaped steel is used for the receiving beam 2, and the receiving beam 2 is laid horizontally on the ground around the structure A under construction, and an angle material, etc. It is fixed so as not to move by a connecting member 12 made of.

【0013】トラス梁3は構造的に有利な逆三角形断面
に構成され、また製作コストの低減化、軽量化を図るた
めに上弦材3aは2本の溝形鋼から、下弦材3bは鋼管か
ら、そして、斜材3cは丸鋼などからそれぞれ形成されて
いる。
The truss beam 3 has an inverted triangular cross section which is structurally advantageous, and the upper chord 3a is made of two channel steels and the lower chord 3b is made of a steel pipe in order to reduce the manufacturing cost and weight. And, the diagonal members 3c are respectively formed from round steel or the like.

【0014】また、トラス梁3は仮設上屋の規模に応じ
て長さを自由に変更できるように伸縮可能に構成され、
かつ両端部には枠組足場1の上端部に載せて固定するた
めのL字形のフック13が突設されている。フック13はア
ングル材などから構成されている。
The truss beams 3 are configured to be extendable and contractible so that the length can be freely changed according to the scale of the temporary shed.
In addition, L-shaped hooks 13 projecting from both ends are mounted on the upper end portion of the framework scaffold 1 and fixed. The hook 13 is made of an angle material or the like.

【0015】このように構成されたトラス梁3は、複数
の枠組足場1からなる壁軸組間に仮設上屋の桁行方向に
所定間隔おきに架け渡され、かつ両端のフック13をレベ
ル調整ジャッキ10のジャッキベース10a の上に載置し、
さらにジャッキベース10a に万力などの固定金具7によ
って強固に固定されている(図4参照)。
The truss beam 3 constructed as described above is bridged at predetermined intervals in the row direction of the temporary shed between wall frames composed of a plurality of framework scaffolds 1 and hooks 13 at both ends are level-adjusted jacks. Place on the 10 jack base 10a,
Further, it is firmly fixed to the jack base 10a by a fixing bracket 7 such as a vise (see FIG. 4).

【0016】下地板5はトラス梁3の上に敷設され、こ
の下地板5の上に屋根パネル6が敷設されている。下地
板5は採光可能なように所定間隔おきに敷設され、また
屋根パネル6には採光可能ななまこ板が使用されてい
る。
A base plate 5 is laid on the truss beam 3, and a roof panel 6 is laid on the base plate 5. The base plate 5 is laid at predetermined intervals so as to enable lighting, and the roof panel 6 is made of a seagull board capable of lighting.

【0017】複数の枠組足場1からなる壁軸組の内側に
は、天井クレーン7のレール14および作業足場となる足
場板15を架け渡して敷設するためのブラケット16が、上
下方向および横方向に所定間隔おきに突設されている。
ブラケット16は枠組足場1の支柱(竪管)1aに取り付け
られ、またブラケット16は取り付けおよび取り外し、さ
らに取付位置を自由に変更できるように従来一般に使用
されているクランプによって支柱1aに取り付けられてい
る(図6参照)。
Inside the wall frame composed of a plurality of framed scaffolds 1, brackets 16 for hanging and laying rails 14 of the overhead crane 7 and a scaffold plate 15 serving as a work scaffold are provided vertically and horizontally. They are provided at predetermined intervals.
The bracket 16 is attached to the column (vertical tube) 1a of the framework scaffold 1, and the bracket 16 is attached to the column 1a by a generally used clamp so that the bracket 16 can be attached and detached and the attachment position can be freely changed. (See FIG. 6).

【0018】天井クレーン7のレール14は、最上段のブ
ラケット16のアーム部16a 間に仮設上屋の桁行方向に沿
って水平に架け渡して敷設され、これより下側のブラケ
ット16のアーム部16a 間には、作業員が行き来するため
の足場板15が水平に敷設され、かつこれらのレール14お
よび足場板15はいずれも、アーム部16a にボルト止めす
ることより強固に固定されている。
The rail 14 of the overhead crane 7 is laid horizontally between the arm sections 16a of the uppermost bracket 16 along the girder direction of the temporary shed, and the arm section 16a of the bracket 16 below the rail is provided. In between, a scaffold plate 15 for workers to move back and forth is laid horizontally, and both the rail 14 and the scaffold plate 15 are firmly fixed by bolting to the arm portion 16a.

【0019】なお、レール14は角形鋼管から形成され、
かついわゆる鞘管方式によって連結して継ぎ足すことに
より長さを自由に変えられるように構成されている。ま
た、足場板15の先端部には転落防止用の手すり17が取り
付けられている。
The rail 14 is formed from a square steel pipe.
In addition, it is configured such that the length can be freely changed by connecting and adding together by a so-called sheath tube method. Further, a handrail 17 for preventing falling is attached to the tip of the scaffold plate 15.

【0020】天井クレーン7はレール14,14 間に設置さ
れ、軽く押す等するだけで、レール14の上を容易に走行
することができ、また仮設上屋の妻方向(レール14の材
軸方向と直角方向)にも自由に走行できるようになって
いる。また、天井クレーン7には遠隔操作方式のウィン
チ18が取り付けられている。したがって、この天井クレ
ーン7を使用することにより、仮設上屋の中に搬入され
た建設資材Bを仮設上屋内の任意の場所に容易に運搬で
きる。
The overhead crane 7 is installed between the rails 14 and 14 and can easily run on the rails 14 only by lightly pushing it. (In the direction perpendicular to the direction). The overhead crane 7 is provided with a winch 18 of a remote control type. Therefore, by using the overhead crane 7, the construction material B carried into the temporary shed can be easily transported to an arbitrary place in the temporary shed.

【0021】次に、この発明に係る仮設上屋を使用した
構造物Aの施工方法を簡単に説明する。
Next, a method of constructing the structure A using the temporary shed according to the present invention will be briefly described.

【0022】 最初に、建設中の構造物Aの周囲の地
盤上に受け梁2を水平に敷設する。受け梁2は既に構築
された山止め壁11に繋ぎ部材12によって強固に固定す
る。
First, the receiving beam 2 is laid horizontally on the ground around the structure A under construction. The receiving beam 2 is firmly fixed to the already-built retaining wall 11 by the connecting member 12.

【0023】 次に、受け梁2の上に仮設上屋を構造
物Aの2〜3階分程度の高さまで構築する。そして、こ
の仮設上屋内で仮設上屋内に搬入された建設資材Bを天
井クレーン7によって目的の場所に運搬しながら、構造
物Aの2〜3階分を建設する。
Next, a temporary shed is constructed on the receiving beam 2 to a height of about two to three floors of the structure A. Then, the construction material B carried into the temporary building is transported to the target place by the overhead crane 7 and the second to third floors of the structure A are constructed.

【0024】 予定の2〜3階分を建設できたら、仮
設上屋をさらに2〜3階分の高さに嵩上げするために、
屋根部分を構成するトラス梁3、下地板5および屋根パ
ネル6を一時撤去し、また天井クレーン7およびレール
14も一時撤去する。
Once the planned two or three floors have been constructed, to raise the temporary shed to a height of two to three floors,
The truss beam 3, base plate 5 and roof panel 6 constituting the roof part are temporarily removed, and the overhead crane 7 and rail
14 is also temporarily removed.

【0025】 次に、周囲の枠組足場1の上端部に、
構造物Aの2〜3階分の枠組足場1を新たに組み立て、
新たに組み立てられた最上段の枠組足場1の上端部にト
ラス梁3を架け渡し、このトラス梁3の上に下地板5お
よび屋根パネル6を敷設して再び屋根部分を構築する。
また、新たに組み立てられた最上段の枠組足場1の内側
にブラケット16を突設し、このブラケット16のアーム部
16a の上にレール14を敷設し、このレール14に天井クレ
ーン7を設置する。
Next, at the upper end of the surrounding framework scaffold 1,
Newly assemble framework scaffolding 1 for 2-3 floors of structure A,
A truss beam 3 is bridged over the upper end of the newly assembled top framed scaffold 1, and a base plate 5 and a roof panel 6 are laid on the truss beam 3 to construct a roof portion again.
Also, a bracket 16 protrudes inside the newly assembled top frame scaffold 1, and the arm portion of the bracket 16 is provided.
The rail 14 is laid on the rail 16a, and the overhead crane 7 is installed on the rail 14.

【0026】 仮設上屋の嵩上げが完了したら、この
仮設上屋内で天井クレーン7を使って、予定の2〜3階
分を建設する。
When the raising of the temporary shed is completed, the planned two or three floors are constructed using the overhead crane 7 in the temporary shed.

【0027】 以下、同様にして、仮設上屋の嵩上げ
と構造物Aの建設とを交互に繰り返し行って構造物Aの
全階を建設する。
Hereinafter, similarly, the raising of the temporary shed and the construction of the structure A are alternately repeated to construct the entire floor of the structure A.

【0028】[0028]

【発明の効果】この発明に係る全天候型仮設上屋は以上
説明した構成からなり、屋根部分と周囲の壁部分が屋根
パネルと養生シートによってそれぞれ覆われているの
で、炎天、雨天又は吹雪などの悪天候の日でも、天候に
妨げられることなく、予定通りに工事を行うことができ
て施工性の向上が図れ、また建設機械の発する騒音や建
設材料の発する臭気を遮蔽できて騒音・臭気公害も防止
できる効果がある。
The all-weather temporary shed according to the present invention has the above-described structure. Since the roof portion and surrounding wall portions are covered with the roof panel and the curing sheet, respectively, the sunshine, rainy weather, snowstorm, etc. Even on bad weather days, construction work can be carried out on schedule without being hindered by the weather to improve workability, and noise and odor pollution can be shielded by the noise generated by construction machinery and the odor generated by construction materials. Also has the effect of being able to prevent.

【0029】また、周囲の壁軸組が複数の枠組足場を上
下方向および横方向に互いに連結しながら設置して構成
されているで、構造物の出来上がりとともに壁軸組の上
端部に枠組足場を新たに継ぎ足して順次嵩上げでき、ま
た壁軸組の内側に上下方向および横方向に所定間隔おき
にブラケットを複数突設し、このブラケットの上に足場
板を架け渡して作業足場を複数段設けてなるので、作業
性の向上と安全性が図れる効果がある。
Further, since the surrounding wall frame is constructed by connecting a plurality of frame scaffolds to each other in the vertical and horizontal directions, the frame scaffold is provided at the upper end of the wall frame as the structure is completed. New brackets can be added one after another, and a plurality of brackets are protruded at predetermined intervals in the vertical and horizontal directions inside the wall frame, and a scaffold plate is laid over this bracket to provide a plurality of work scaffolds. Therefore, there is an effect that workability can be improved and safety can be achieved.

【0030】また、周囲の壁軸組が複数の枠組足場から
構成され、かつ小屋組が溝形鋼からなる上弦材と鋼管か
らなる下弦材と丸鋼からなる斜材とから逆三角形断面に
構成されたトラス梁を壁軸組の上端部間に複数架け渡し
て構成されているので、壁軸組および小屋組を容易にか
つきわめて廉価に構築でき、さらにトラス梁が長さを自
由に変更できるように伸縮可能に構成されているので、
建設される構造物の規模にも自由に対処できる。
Further, the surrounding wall frame is composed of a plurality of framed scaffolds, and the hut is composed of an upper chord made of a channel steel, a lower chord made of a steel pipe, and an oblique material made of a round steel to have an inverted triangular section. The truss beams can be easily and extremely inexpensively constructed, and the length of the truss beams can be freely changed. Because it is configured to be stretchable as
The size of the structure to be built can be dealt with freely.

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

【図1】この発明に係る全天候型仮設上屋(仮設上屋)
の一実施例を示す平面図である。
FIG. 1 is an all-weather temporary shed (temporary shed) according to the present invention.
It is a top view which shows one Example of FIG.

【図2】図1に示す全天候型仮設上屋の縦断面図であ
る。
FIG. 2 is a longitudinal sectional view of the all-weather temporary shed shown in FIG.

【図3】壁軸組を構成する最下段の枠組足場の柱脚部の
拡大断面図である。
FIG. 3 is an enlarged sectional view of a column base of a lowermost scaffold constituting a wall frame.

【図4】トラス梁端部の拡大断面図である。FIG. 4 is an enlarged sectional view of a truss beam end.

【図5】上下枠組足場の連結部の側面図である。FIG. 5 is a side view of a connecting portion of the upper and lower framework scaffolds.

【図6】ブラケットの側面図である。FIG. 6 is a side view of the bracket.

【図符号の説明】[Description of figure symbols]

1…枠組足場、2…受け梁、3…トラス梁、4…養生シ
ート、5…下地板、6…屋根パネル、7…天井クレー
ン、8…固定金具、9…レベル調整ジャッキ、10…レベ
ル調整ジャッキ、11…山止め壁、12…繋ぎ部材、13…フ
ック、14…レール、15…足場板、16…ブラケット、17…
手すり、A…構造物、B…建設資材。
DESCRIPTION OF SYMBOLS 1 ... Frame scaffold, 2 ... Receiving beam, 3 ... Truss beam, 4 ... Curing sheet, 5 ... Ground plate, 6 ... Roof panel, 7 ... Overhead crane, 8 ... Fixing bracket, 9 ... Level adjustment jack, 10 ... Level adjustment Jacks, 11 ... retaining walls, 12 ... connecting members, 13 ... hooks, 14 ... rails, 15 ... scaffolding boards, 16 ... brackets, 17 ...
Railings, A: structures, B: construction materials.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 建設中の構造物の周囲に設置されて壁軸
組を構成する複数の枠組足場と、前記壁軸組の上端部間
に架け渡されて小屋組を構成する複数のトラス梁と、前
記壁軸組に設置されて前記壁軸組の周囲を覆う養生シー
トと、前記小屋組に設置されて前記小屋組を覆う複数の
屋根パネルと、前記小屋組の下側に水平走行するように
設置されて資材を搬送する天井クレーンとを備え、前記
壁軸組は前記枠組足場を上下方向および横方向に互いに
連結しながら複数設置して構成し、この壁軸組の内側に
上下方向および横方向に所定間隔おきにブラケットを複
数突設し、かつこのブラケットの上に足場板を架け渡し
て作業足場を複数段設け、前記トラス梁は溝形鋼からな
る上弦材と鋼管からなる下弦材と丸鋼からなる斜材とか
ら逆三角形断面形にかつ伸縮可能に構成してなることを
特徴とする全天候型仮設上屋。
1. A plurality of framed scaffolds which are installed around a structure under construction to form a wall frame, and a plurality of truss beams which are bridged between upper end portions of the wall frame to form a hut frame. A curing sheet installed on the wall frame assembly to cover the periphery of the wall frame assembly; a plurality of roof panels installed on the hut assembly to cover the hut assembly; and running horizontally below the hut assembly. Overhead crane installed to convey materials, and the wall frame is constructed by installing a plurality of the frame scaffolds while mutually connecting the framed scaffolds in the vertical direction and the horizontal direction. And a plurality of brackets are protruded at predetermined intervals in the horizontal direction, and a plurality of working scaffolds are provided by bridging a scaffold plate on the brackets, and the truss beam is an upper chord material made of channel steel and a lower chord made of steel pipe. Inverted triangular cross-section from wood and diagonal bar made of round steel An all-weather temporary shed that is configured to be extendable and contractible.
JP4301169A 1992-11-11 1992-11-11 All-weather temporary shed Expired - Lifetime JP2621748B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4301169A JP2621748B2 (en) 1992-11-11 1992-11-11 All-weather temporary shed

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4301169A JP2621748B2 (en) 1992-11-11 1992-11-11 All-weather temporary shed

Publications (2)

Publication Number Publication Date
JPH06146609A JPH06146609A (en) 1994-05-27
JP2621748B2 true JP2621748B2 (en) 1997-06-18

Family

ID=17893629

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4301169A Expired - Lifetime JP2621748B2 (en) 1992-11-11 1992-11-11 All-weather temporary shed

Country Status (1)

Country Link
JP (1) JP2621748B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100828087B1 (en) * 2006-10-20 2008-05-07 박정진 Temporary system for constructing in all-weather condition
JP6684011B1 (en) * 2019-09-30 2020-04-22 株式会社村上工業 Curing system for prevention of upward scattering when disassembling multi-story building and curing method for preventing upward scattering

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6346575Y2 (en) * 1981-03-03 1988-12-02
JP2942879B2 (en) * 1991-12-24 1999-08-30 株式会社竹中工務店 Temporary house for all-weather construction

Also Published As

Publication number Publication date
JPH06146609A (en) 1994-05-27

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