JPS59114346A - Building of truss iron skeletal housing due to moving stage - Google Patents
Building of truss iron skeletal housing due to moving stageInfo
- Publication number
- JPS59114346A JPS59114346A JP22158582A JP22158582A JPS59114346A JP S59114346 A JPS59114346 A JP S59114346A JP 22158582 A JP22158582 A JP 22158582A JP 22158582 A JP22158582 A JP 22158582A JP S59114346 A JPS59114346 A JP S59114346A
- Authority
- JP
- Japan
- Prior art keywords
- stage
- truss
- building
- moving stage
- housing due
- 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
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Rod-Shaped Construction Members (AREA)
- Steering Controls (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
（イ）産業上の利用分野
この発明は移動式ステージによるトラス鉄骨架構の建方
方法に関するもので、工場、倉庫等の鉄骨造小屋組の建
屋構築に利用する。′特に、屋根構造を立体トラス構造
とし、ユニット化された鉄骨トラスを組んで、鉄骨架構
を構成して行く場合に有利な工法である。DETAILED DESCRIPTION OF THE INVENTION (a) Industrial Application Field The present invention relates to a method for constructing a truss steel frame using a movable stage, and is used for constructing steel frame roof frames for factories, warehouses, etc. 'This method is especially advantageous when the roof structure is a three-dimensional truss structure and unitized steel trusses are assembled to construct a steel frame.
仲）従来技術
従来、比較されるべき工法としては例えば地組みした屋
根トラスを吊上げて柱上にセットする地組工法がある。(Naka) Prior Art Conventionally, as a construction method to be compared, there is, for example, a ground-assembly method in which a roof truss that has been assembled on the ground is lifted up and set on pillars.
しかし、＋ラス地組み時のレベル調整が複雑であること
、トラスの仮置、吊上げ時の変形の問題、柱にセットす
る時の取付寸法の誤差、クレーンの能力、足場の構築等
解決すべき種々の問題がある。However, the complexity of level adjustment when assembling the truss, temporary placement of the truss, problems with deformation during lifting, errors in mounting dimensions when setting on columns, crane capacity, scaffolding construction, etc. need to be resolved. There are various problems.
（ハ）発明の目的
この発明の工法は移動式のステージを利用し、ユニット
化された屋根鉄骨トラスを連結して行くことによる高所
作票の安全性確保、合理的な作業手順をとることによる
構築作業の簡易化、確実化、施工性の向上、工期の短縮
、コスト低減等を図ったものである。(c) Purpose of the Invention The construction method of this invention utilizes a movable stage to connect unitized roof steel trusses to ensure the safety of work in high places, and by adopting rational work procedures. The aim is to simplify and ensure construction work, improve workability, shorten construction period, and reduce costs.
に）発明の構成
建方はまず、柱の建方から行ない、梁間方向の対向する
位置にそれぞれ複数本の柱を立て、桁行方向をプレース
その他のつなぎ材で連結する。なお、同時に立設する柱
の本数は後述する移動ステージの幅、建屋の規模、他の
並行作業の進捗等に応じて定めるものとする。B) Construction of the invention First, the construction is carried out by erecting the columns, and a plurality of columns are erected at opposing positions in the direction between the beams, and connected in the direction of the girders with places or other connecting materials. The number of columns to be erected at the same time shall be determined according to the width of the moving stage, the scale of the building, the progress of other parallel work, etc., which will be described later.
次に立設した柱間に桁行方向に移動可能な架設用のステ
ージを設ける。ステージは複数本の支柱と梁上よび梁上
に敷設した作業床め合板ベニヤとから略門型に形成し、
支柱の下部には桁行方向の移動機構を鰻ける。なお、こ
のステージは現場、で予め、あるいは鉄骨架構の柱立設
と並行して構築する。Next, an erection stage that can be moved in the column direction is provided between the erected pillars. The stage is formed into a roughly gate-shaped structure with multiple support columns and plywood plywood for the work floor laid on the beams.
A moving mechanism in the column direction is installed at the bottom of the column. This stage will be constructed on-site in advance or in parallel with the erection of the steel frame columns.
屋根部分の鉄骨トラスは予めユニット化したものをクレ
ーン等により吊上げ、前記ステージ上で連結して行き、
必要なつなぎ材等を配する。The steel truss for the roof section is assembled into units in advance, lifted up by a crane, etc., and connected on the stage.
Arrange necessary binding materials, etc.
ボルト等を本締めした後、先行して立設した次の柱間に
ステージを移動させ、順次桁行方向に鉄骨架構を組立て
て行く。After final tightening of bolts, etc., the stage is moved to the next space between the pillars that were previously erected, and the steel frame is assembled in the row direction.
（ホ）実施例 次に図示した実施例について説明する。(e) Examples Next, the illustrated embodiment will be described.
第１図〜第８図は施工手順の概略を示したもので、まず
第１図に示すように柱１の建方を行なう。図中２は倒壊
防止用のワイヤーである。1 to 8 schematically show the construction procedure. First, the pillar 1 is erected as shown in FIG. 1. 2 in the figure is a wire for preventing collapse.
次にプレース、つなぎ梁等のつなぎ材３で柱１間の軸組
を行ない自立できるようにする。Next, the frame between the columns 1 is constructed using connecting materials 3 such as places and connecting beams so that they can stand on their own.
一方、第３図は架設用のステージ４を示したもので１下
端に移動機構を備えた複数本の支柱５ａと下端に調整ジ
ヤツキを備えた複数本の支柱５ｂと、これらの支柱５ａ
、５ｋによって支持される梁６とからなり梁６上には作
業床の合板ベニヤが敷設されている。On the other hand, FIG. 3 shows the construction stage 4, which includes a plurality of columns 5a equipped with a moving mechanism at the lower end, a plurality of columns 5b equipped with adjustment jacks at the lower end, and these columns 5a.
, 5k, and a plywood veneer for the work floor is laid on the beam 6.
そして、第４図に示すように、梁間方向に対向する柱１
間にステージ４を設置し、このステージ４上でトラス屋
根部分７の架設を行なうｏ−このトラス屋根部分７の架
設順序は、クレーンで談ずサイドのトラスユニッ）７ａ
の片面ヒ）ヲ架設し、次に反対面（０）を架設、本締連
結する続いて中央のトラスユニット７ｂの（イ）面と（
１面を架設し連結する。第５図はその様子を側面から見
たもので、キール状のトラスを構成している。As shown in Fig. 4, the columns 1 facing each other in the direction between the beams
A stage 4 is installed in between, and the truss roof section 7 is erected on this stage 4.
Erection is performed on one side (A) of
One side will be constructed and connected. Figure 5 shows the structure seen from the side, forming a keel-shaped truss.
次に第６岬および第７図に示すように、水平つなぎ材８
で架設したキール状のトラス部・分を連結し、ボルト等
の本締めを行なうことにより一区間の施工を完了する。Next, as shown in Cape 6 and Figure 7, the horizontal tie material 8
The construction of one section is completed by connecting the keel-shaped truss parts and parts that were erected in step 1, and final tightening of bolts, etc.
続いて、ステージ４を桁行方向に移動させ順次屋根トラ
スを架設して行き、第８図に示すような鉄骨架構が形成
される。Subsequently, the stage 4 is moved in the row direction and the roof trusses are successively erected to form a steel frame structure as shown in FIG. 8.
第９図および第１０図はステージ４の詳細を示したもの
で、外側の支柱５ａの下端１こはローラー９を設け、桁
行方向に敷設したレール１０上を移動できるようになっ
ており、内側の支柱５ｂの下端に設けたａｌ１４整ジヤ
ツキ１１は移動時、取はずす。Figures 9 and 10 show details of the stage 4. A roller 9 is provided at the lower end of the outer support 5a so that it can move on a rail 10 laid in the column direction. The Al14 adjustment jack 11 provided at the lower end of the support column 5b is removed when moving.
第１１図は第９図のＡ部分の詳細を示したもので、図中
１２はレール１０側部に位置するサイドローラー、１５
は盤木である。FIG. 11 shows details of part A in FIG. 9, in which 12 is a side roller located on the side of the rail 10;
is a board.
（へ）発明の効果
■ 高所作業はステージ上での作業となるため安全性が
高い。(f) Effects of the invention■ Work at heights is highly safe because the work is performed on a stage.
■ ステージを移動させながら行なう繰り返し作業であ
るため、作業が簡単であり、能率的に行なえる。■ The work is simple and efficient because it is a repetitive work that is performed while moving the stage.
■ ステージ上にユニット化された鉄骨トラスを吊上げ
、連結して行くので、地組工法のような屋根トラスの変
形の問題がない。■ Unitized steel trusses are hoisted onto the stage and connected, so there is no problem of deformation of the roof truss as in the ground construction method.
■ ステージの幅が狭くて済むので桁行方向が長くなれ
ば、それだけコスト面で有利となる。■ Since the width of the stage can be narrow, the longer it is in the column direction, the more advantageous it will be in terms of cost.
図面はこの発明の実施例を示したもので、第１図は柱立
設の様子を示す側面図、嬉２図は柱間の軸組を示す側面
図、第３図はステージの正面図、第４図は屋根トラスの
組立てを示す正面図、第５図はそのときの側面図（部分
的に省略）第６図は水平つなぎ材の連結位置を示す正面
図、第７図はそのときの側面図（部分的に省略）、第８
図は組立てた鉄骨架構の側面図、第９図はステージの詳
細を示す正面図、第１０図は側面図（一部所面図）、第
１１図は第９図のＡ部分の詳細を示す正面図である。
１・・柱、２・・ワイヤー、３・・っなぎ材、４・・ス
テージ、５ａ、５ｂ・・支柱、６・・梁、７・・トラス
屋根部分、７ａ、７ｂ ・・トラスユニット、８・・水
平つなぎ材、９・・ローラー、１０・・レール、１１１
１・調整ジヤツキ、１２・・サイドローラー、１３ＩＩ
・盤木。
第 １ 図
第２図
′弔１０図
第１１図The drawings show an embodiment of the present invention; Fig. 1 is a side view showing how the pillars are erected, Fig. 2 is a side view showing the framework between the pillars, Fig. 3 is a front view of the stage, Figure 4 is a front view showing the assembly of the roof truss, Figure 5 is a side view at that time (partially omitted), Figure 6 is a front view showing the connecting position of horizontal tie members, and Figure 7 is at that time. Side view (partially omitted), No. 8
The figure is a side view of the assembled steel frame, Figure 9 is a front view showing details of the stage, Figure 10 is a side view (partial view), and Figure 11 is a detail of part A in Figure 9. It is a front view. 1...Column, 2...Wire, 3...Longwood material, 4...Stage, 5a, 5b...Column, 6...Beam, 7...Truss roof part, 7a, 7b...Truss unit, 8・・Horizontal tie material, 9・・Roller, 10・・Rail, 111
1.Adjustment jack, 12..Side roller, 13II
・Banki. Figure 1 Figure 2' Funeral Figure 10 Figure 11
Claims (1)
動可能な架設用のステージを設け、前記ステージ上でユ
ニット化された屋根部分の鉄骨トラスを連結し、前記ス
テージを移動させて順次桁行方向にトラス構造の鉄骨架
構を組立てて行くことを特徴とする移動式ステージによ
るトラス鉄骨架構の建方方法。(1) An erection stage that is movable in the girder direction is provided between the pillars that are erected facing each other in the direction between the beams, and the steel trusses of the unitized roof portion are connected on the stage, and the stage is moved. A method for constructing a truss steel frame using a movable stage, characterized by assembling the truss steel frame in the row direction sequentially.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22158582A JPS59114346A (en) | 1982-12-17 | 1982-12-17 | Building of truss iron skeletal housing due to moving stage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP22158582A JPS59114346A (en) | 1982-12-17 | 1982-12-17 | Building of truss iron skeletal housing due to moving stage |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59114346A true JPS59114346A (en) | 1984-07-02 |
| JPS6356376B2 JPS6356376B2 (en) | 1988-11-08 |
Family
ID=16769045
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP22158582A Granted JPS59114346A (en) | 1982-12-17 | 1982-12-17 | Building of truss iron skeletal housing due to moving stage |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59114346A (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5178012A (en) * | 1974-12-28 | 1976-07-07 | Shimizu Construction Co Ltd | KENCHIKUBUTSU NOTATEKATAKOHO |
| JPS5219383A (en) * | 1975-08-07 | 1977-02-14 | Kimura Chikaji | Method for finish-cutting flange end surface of elliptic work piece |
| JPS55114732A (en) * | 1979-02-23 | 1980-09-04 | Kajima Corp | Method of building large span structure |
-
1982
- 1982-12-17 JP JP22158582A patent/JPS59114346A/en active Granted
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5178012A (en) * | 1974-12-28 | 1976-07-07 | Shimizu Construction Co Ltd | KENCHIKUBUTSU NOTATEKATAKOHO |
| JPS5219383A (en) * | 1975-08-07 | 1977-02-14 | Kimura Chikaji | Method for finish-cutting flange end surface of elliptic work piece |
| JPS55114732A (en) * | 1979-02-23 | 1980-09-04 | Kajima Corp | Method of building large span structure |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6356376B2 (en) | 1988-11-08 |
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