JPS5846616B2 - Structure construction method - Google Patents
Structure construction methodInfo
- Publication number
- JPS5846616B2 JPS5846616B2 JP21980A JP21980A JPS5846616B2 JP S5846616 B2 JPS5846616 B2 JP S5846616B2 JP 21980 A JP21980 A JP 21980A JP 21980 A JP21980 A JP 21980A JP S5846616 B2 JPS5846616 B2 JP S5846616B2
- Authority
- JP
- Japan
- Prior art keywords
- work platform
- unit frame
- construction
- work
- construction method
- 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
Links
- 238000010276 construction Methods 0.000 title claims description 11
- 238000009434 installation Methods 0.000 claims 1
- 238000000034 method Methods 0.000 claims 1
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 238000003912 environmental pollution Methods 0.000 description 2
- 241001494479 Pecora Species 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【発明の詳細な説明】
こｃｒ＞発明は構造物、特に立体トラスによる大張間構
造物の構築工法に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a construction method for a structure, particularly a large-scale structure using a space truss.
従来支体トラスによる大張間構造物の＝般的な施工法は
構築する構造物全面にわたり支保工あるいは仮設の作業
架台を設けて組立て、仕上作業を実施する。Conventional construction methods for large-scale structures using support trusses include providing support or a temporary work platform over the entire surface of the structure, and performing assembly and finishing work.
ところで既設構造物、設備その他石炭、鉱石等原材料の
貯蔵ヤード上に構造物を施工する場合、環境公害の点か
ら構築する構造物の限られた場所しか利用できない場合
がある。By the way, when constructing a structure on a storage yard for existing structures, equipment, or raw materials such as coal or ore, there are cases where only a limited area of the structure can be used from the viewpoint of environmental pollution.
この発明は前記事情に鑑み開発したもので、構造物を一
定場所の作業架台上にあ・いて組立てから仕上げ１でを
行ない部分的に完成したものを移動装置を用いて順次送
り出し所定の位置で連結することにより狭い作業面積で
能率よく施工できる工法を提供することを目的としてい
る。This invention was developed in view of the above circumstances, and involves assembling and finishing a structure by placing it on a work platform at a fixed location, and sending out partially completed structures one by one using a moving device and holding them at a predetermined position. The aim is to provide a construction method that allows for efficient construction in a small work area by connecting them.
以下その詳細を図示した実施例によって説明する。The details will be explained below with reference to illustrated embodiments.
構築物Ａは立体トラスよりなるアーチ状構造物であり、
それを設置する基盤上に平行したガイドレール１を設置
しである。Construction A is an arch-like structure made of a three-dimensional truss,
A parallel guide rail 1 is installed on the base on which it is installed.
ガイドレール１は例えば基礎２上に平行した１形鋼３を
Ｈ形鋼４を介在して構成する。The guide rail 1 includes, for example, one section steel 3 parallel to a foundation 2 with an H section steel 4 interposed therebetween.
組立に際して先ずガイドレール１の内園の所要場所にお
いて、最終回に連結される単位骨組を建築高さより所要
高さ、低く作業架台Ｂとして組立てる。When assembling, first, at a required location in the inner garden of the guide rail 1, a unit frame to be connected in the final stage is assembled as a work platform B at a required height and lower than the building height.
その作業架台Ｂの巾は次に組立てる単位骨組の２節巾を
有するものとし、またその作業架台Ｂには伸縮可能な読
会５を突設し、その読会先端には足場板６を取付ける。The width of the work stand B shall be equal to the width of two sections of the unit frame to be assembled next, and the work stand B shall have an extendable reading board 5 protruding from it, and a scaffold board 6 shall be attached to the tip of the reading board. .
その他必要なサポート安全ネット等を設ける。Other necessary support safety nets, etc. will be provided.
次いで前記１形鋼３上に移動ローラー７またＨ形鋼４に
挿入して水平ローラー７を所要間隔に載置し、その上に
受土台８を載置し、その上に組立てた基礎構部９を設置
する。Next, horizontal rollers 7 are placed on the first section 3 by inserting them into the H section 4 and the horizontal rollers 7 are placed at required intervals, and the support base 8 is placed on top of the horizontal rollers 7, and the foundation structure is assembled on top of that. Install 9.
そして組立作業中支持するジヤツキ１０、ジヤツキ用読
会１１を設置して基礎構部９を固定しておき、作業架台
Ｂを利用してその上に順次単位骨組Ａ１． Ａ２・・・
を組立て、仮組みのみならず、本締め、電気工事、塗装
等可能な限や仕上１でをなし、先ず単位骨組１次いで単
位骨組２・・・・・・とウィンチ１２、シープ１３鋼索
１４を利用し、ガイドレール１に沿って移送し、所定の
位置に設置し各単位骨組相互を接続する。Then, a jack 10 and a jack reading board 11 are installed to support the jack during assembly work, and the foundation structure 9 is fixed, and the unit frames A1 and 1 are placed one after another using the work stand B. A2...
Assemble, not only temporary assembly, but also final tightening, electrical work, painting, etc. and finishing as much as possible.First, unit frame 1, then unit frame 2..., winch 12, sheep 13 steel cables 14. The unit frames are transferred along the guide rail 1, installed at a predetermined position, and connected to each other.
−万作業架台Ｂ上にかいては次位の単位骨組を順次組立
て、次いで移送する。- Assemble the next unit frames in sequence on the work frame B, and then transport them.
最後に作業架台Ｂから読会５、足場板６等を取外し、ジ
ヤツキ等を利用して組立てた単位骨組Ａｎと同じ高さに
ガイド１５に沿って扛上し、その下端に基礎構部を継足
し単位骨組Ａｎと接続して建方を終了する。Finally, remove the reading board 5, scaffold board 6, etc. from the work platform B, lift it up along the guide 15 to the same height as the assembled unit frame An using jacks, etc., and connect the foundation structure to the lower end. It is connected to the additional unit frame An to complete the construction.
この発明は以上の構成からなり、最後に構造物となる骨
組を作業架台として利用することにより限られた狭い一
定の場所において各骨組の組立てをなすので足場等の仮
設費用が減少し構造物の内外をほとんど仕上１で安全に
施工することができ、組立てられた骨組を移送するので
既設物の上方にも安全に施工でき、環境公害をもたらす
恐れが小さい。This invention consists of the above-mentioned structure, and finally each frame is assembled in a narrow fixed place by using the frame that will become the structure as a work platform, so the cost of temporary construction of scaffolding etc. is reduced and the structure is It can be safely constructed with almost no finishing on the inside and outside, and since the assembled framework is transported, it can be safely constructed above existing structures, and there is little risk of causing environmental pollution.
図面は施工状態の概要を示したもので、第１図は刷視図
、第２図は平面図、第３図は立面図、第４図、第５図は
要部の一部詳細を示した立面図である。
Ａ・・・構築物、Ａ１．Ａｌｌ・・・単位骨組、Ｂ・・
・作業架台、１・・・ガイドレール、２・・・基礎、３
・・・１形鋼、４・・・Ｈ形鋼、５・・・読会、６・・
・足場板、７・・・移動ローラー ７′・・・水平ロー
ラー、８・・・受土台、９・・・基礎構部、１０・・・
ジヤツキ、１１・・・ジヤツキ用読会１２・・・ウィン
チ、１３・・・シーブ、１４・・・鋼索、１５・・・ガ
イド。The drawings show an overview of the construction status: Figure 1 is a printed view, Figure 2 is a plan view, Figure 3 is an elevation view, and Figures 4 and 5 show details of some of the main parts. FIG. A... Construct, A1. All...Unit frame, B...
・Work platform, 1... Guide rail, 2... Foundation, 3
...1 section steel, 4...H section steel, 5...reading, 6...
・Scaffolding board, 7... Moving roller 7'... Horizontal roller, 8... Support base, 9... Foundation structure, 10...
Jacket, 11...Reading for jackpot 12...Winch, 13...Sheave, 14...Steel cable, 15...Guide.
Claims (1)
回に連結される単位骨組を建築高さより所要高さ低く作
業架台として組立て、次いで前記作業架台上にて順次単
位骨組を組立て、ガイドレールに沿って移送し、所定位
置にて各単位骨組相互を接続し、最後に前記作業架台を
扛上して先の単位骨組と接続することを特徴とする構造
物の構築工法。 ２ 作業架台は２節の単位骨組をもって構成する特許請
求の範囲第１項記載の構造物の構築工法。[Scope of Claims] 1. Guide rails are installed on the installation base of the structure, and the unit frames to be connected in the final stage are assembled as a work platform at a required height lower than the building height, and then the units are sequentially mounted on the work platform. Construction of a structure characterized by assembling frames, transporting them along guide rails, connecting each unit frame to each other at a predetermined position, and finally lifting up the work platform and connecting it to the previous unit frame. Construction method. 2. The method for constructing a structure according to claim 1, wherein the work platform is constructed with a unit frame of two sections.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21980A JPS5846616B2 (en) | 1980-01-04 | 1980-01-04 | Structure construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21980A JPS5846616B2 (en) | 1980-01-04 | 1980-01-04 | Structure construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5697032A JPS5697032A (en) | 1981-08-05 |
| JPS5846616B2 true JPS5846616B2 (en) | 1983-10-18 |
Family
ID=11467844
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP21980A Expired JPS5846616B2 (en) | 1980-01-04 | 1980-01-04 | Structure construction method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5846616B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6749739B2 (en) * | 2017-10-31 | 2020-09-02 | 株式会社巴コーポレーション | Construction method and roof frame for outdoor storage shed |
-
1980
- 1980-01-04 JP JP21980A patent/JPS5846616B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5697032A (en) | 1981-08-05 |
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