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JPS5830979B2 - Construction method of Obarima bridge ditch - Google Patents
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JPS5830979B2 - Construction method of Obarima bridge ditch - Google Patents

Construction method of Obarima bridge ditch

Info

Publication number
JPS5830979B2
JPS5830979B2 JP2034179A JP2034179A JPS5830979B2 JP S5830979 B2 JPS5830979 B2 JP S5830979B2 JP 2034179 A JP2034179 A JP 2034179A JP 2034179 A JP2034179 A JP 2034179A JP S5830979 B2 JPS5830979 B2 JP S5830979B2
Authority
JP
Japan
Prior art keywords
assembly stage
stable
construction method
frame
obarima
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
Application number
JP2034179A
Other languages
Japanese (ja)
Other versions
JPS55114732A (en
Inventor
貞夫 若林
光昭 襲田
雄次 杉本
信一 本多
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 JP2034179A priority Critical patent/JPS5830979B2/en
Publication of JPS55114732A publication Critical patent/JPS55114732A/en
Publication of JPS5830979B2 publication Critical patent/JPS5830979B2/en
Expired legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)

Description

【発明の詳細な説明】 この発明は大張間架構の建方工法、特に工場等において
大張間でしかも桁行方向が同断面形状をなす立体トラス
の屋根となる架構の建方工法に関するものである。
[Detailed Description of the Invention] The present invention relates to a method of constructing a large-sized frame, and particularly to a method of constructing a frame used as the roof of a three-dimensional truss in a factory or the like, which has a large-sized space and has the same cross-sectional shape in the girder direction. be.

従来工場等において大張間架構を施工するに際しては立
体トラスを組立でる仮設ステージあるいは支保工を全体
的に設ける必要があり、またクレーン等を順次移動させ
るかあるいは複数台のクレーン等を使用する等その施工
は一般的に困難であり、それに対処すべき工法について
も提案されている。
Conventionally, when constructing an Oharima frame in a factory, etc., it is necessary to set up a temporary stage or shoring for the entire space to assemble the three-dimensional trusses, and it is also necessary to move cranes in sequence or use multiple cranes, etc. Construction is generally difficult, and construction methods have been proposed to deal with this problem.

この発明もその建方工法の改良に関するもので、仮設費
用建方設備の減少、施工の能率化を目的としたもので以
下その詳細を図示した実施例によって説明する。
This invention also relates to an improvement of the construction method, and is aimed at reducing the cost of temporary construction and construction equipment, and increasing the efficiency of construction.The details thereof will be explained below with reference to illustrated embodiments.

図示した実施例では先ず柱1、梁2および外壁3が鉄筋
コンクリート構造によって形成される。
In the illustrated embodiment, the columns 1, beams 2 and outer walls 3 are first formed of a reinforced concrete structure.

また外壁3によって囲まれる建屋内の所定位置例えば建
屋の桁行方向の一端部に仮設の組立ステージAを設置し
、その内側にはクローラクレーンBを配置する。
Further, a temporary assembly stage A is installed at a predetermined position within the building surrounded by the outer wall 3, for example, at one end of the building in the column direction, and a crawler crane B is placed inside the temporary assembly stage A.

また床部には資材搬入用溝部Cが設けである。Additionally, a groove C for carrying in materials is provided on the floor.

また梁2上面にはレール4が設置してあり、このレール
4上にはエレクションビームDを載置する送行台車Eを
設置しである。
Further, a rail 4 is installed on the upper surface of the beam 2, and a transport cart E on which the erection beam D is placed is installed on the rail 4.

組立に際しては主トラス6を張間方行に三分割した長さ
に工場生産して資材搬入用溝部C内に搬入し順次クロー
ラクレーンBを使用して糸目立ステージA上に扛上して
連結する。
When assembling, the main truss 6 is produced in a factory by dividing it into three lengths in the direction of tension, transporting them into the material carrying groove C, and using a crawler crane B, sequentially lift them onto the thread stage A and connect them. do.

なお連結した主トラス6の端部にはそれより張出したエ
レクションビームDが予め取付けてあり、送行台車E上
にエレクションビームDを載置する。
An erection beam D extending from the end of the connected main truss 6 is attached in advance, and the erection beam D is placed on the carriage E.

さらにこの主トラス6を柱1,1間に相当する間隔をも
って3本並列し、サブトラス、小梁、プレース等を取付
はハイテンションホントで固定し、さらに必要によりそ
の上部にデツキプレートを布設し所定張間で、単位巾の
安定架構7を構成する。
Furthermore, three of these main trusses 6 are arranged in parallel with an interval corresponding to the spacing between the columns 1, 1, and the sub-trusses, small beams, places, etc. are fixed with high tension, and if necessary, a deck plate is installed on top of the truss and fixed in place. A stable frame 7 with a unit width is constructed between the tension members.

また塗装、電気、空気設備の取付を行なう。We will also paint and install electrical and air equipment.

次いで前記安定架構7を送行台車Eを横移動すなわち桁
行方向に移動し、所定柱1上部までもってくる。
Next, the stable frame 7 moves the carriage E laterally, that is, in the column direction, until it reaches the upper part of the predetermined column 1.

一方、次の単位巾の安定架構7が組立ステージA上にお
いて組立が開始される。
Meanwhile, the assembly of the next stable frame 7 of unit width on assembly stage A is started.

そして移動した安定架構7はジヤツキFに支持され、送
行台車Eが外ずされ、ジヤツキFを降下させることによ
り、主トラス6の上弦材は梁2の受段部8上に設置され
、また主トラス6の下弦材は下部梁2′の側方に位置す
ることになり、上下弦材ともその端板と柱1に貫通ボル
トおよびナツトによって固定される。
Then, the moved stability frame 7 is supported by the jacks F, the carriage E is removed, and by lowering the jacks F, the upper chord of the main truss 6 is installed on the step part 8 of the beam 2, and the main The lower chord member of the truss 6 is located on the side of the lower beam 2', and both the upper and lower chord members are fixed to their end plates and the column 1 by through bolts and nuts.

その後エレクションビームDは撤去される。After that, Election Beam D will be removed.

移動した単位巾の安定架構7相互は桁行方向の柱間隔だ
け離しておき、安定架構7相互を小梁等によって連結す
る。
The stable frames 7 of the unit width that have been moved are separated from each other by the distance between columns in the column direction, and the stable frames 7 are connected to each other by small beams or the like.

ところで安定架構7の横移動に際しては建屋内の送行う
レーンのレールを懸垂して移動し、壁の所定位置に取付
けることができる。
By the way, when the stabilizing frame 7 is to be moved laterally, it can be moved by suspending the rail of the transport lane within the building and can be attached to a predetermined position on the wall.

なお組立ステージA上には足場パネル9が布設されるが
クローラクレーンBが一部入り込めるように取外し自在
な安全ネット10を設ける。
A scaffolding panel 9 is laid on the assembly stage A, and a removable safety net 10 is provided so that the crawler crane B can partially enter.

この発明は以上の構成からなり、建屋内の所定位置に設
置した仮設の組立ステージを繰返し利用して単位巾の屋
根等を構成する安定架構を組立てるので、全面的に組立
ステージを設置する必要がなく、またクレーン等扛上設
備を移動させることも少ないので仮設費が少なくかつ能
率的な施工が可能となる。
This invention has the above-mentioned configuration, and since a temporary assembly stage installed at a predetermined position in a building is repeatedly used to assemble a stable frame that constitutes a unit width roof, etc., it is not necessary to install an assembly stage on the entire surface. Furthermore, since there is little need to move lifting equipment such as cranes, temporary construction costs are low and construction can be carried out efficiently.

また組立ステージ上で主トラス、サブトラス、小梁さら
にはデツキプレート等からなる安定架構を組立てるので
作業の安全性が確保され、しかも各安定架構はその端部
より張出したエレクションを設けて簡単な台車で送り出
すので組立ステージ上では順次次の安定架構を能率よく
組立てることができる。
In addition, work safety is ensured by assembling the stable frame consisting of the main truss, sub-truss, small beams, and deck plates on the assembly stage.Moreover, each stable frame has an erection extending from its end, making it easy to use as a trolley. Since the stable frame is sent out in sequence, the next stable frame can be efficiently assembled on the assembly stage.

またエレクションガーダ−は安定架構から張出している
ので撤去作業も容易である。
Furthermore, since the erection girder overhangs from the stable frame, removal work is easy.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図、第2図はこの発明の実施状態の概要を示した立
面図と平面図、第3図は組立ステージ部分の詳細平面図
、第4図、第5図は送行台車、エレクションビーム部の
詳細立面図である。 1・・・・・・柱、2,2・・・・・・梁、3・・・・
・・外壁、4・・・・・・レール、5・・・・・・ピン
、6・・・・・・主トラス、7・・・・・・安定架構、
8・・・・・・受段部、9・・・・・・足場パネル、1
0・・・・・・安全ネット、A・・・・・・組立ステー
ジ、B・・・・・・クローククレーン、C・・・・・・
資材搬入用溝部、D・・・・・・エレクションビーム、
E・・・・・・送行台車、F・・・・・・ジヤツキ。
Figures 1 and 2 are an elevation view and a plan view showing an overview of the state of implementation of this invention, Figure 3 is a detailed plan view of the assembly stage, and Figures 4 and 5 are a conveyance truck and an erection beam. FIG. 1... Column, 2, 2... Beam, 3...
...Outer wall, 4...Rail, 5...Pin, 6...Main truss, 7...Stability frame,
8... Step section, 9... Scaffolding panel, 1
0... Safety net, A... Assembly stage, B... Cloak crane, C...
Groove for carrying in materials, D...Erection beam,
E...Transfer trolley, F...Judge.

Claims (1)

【特許請求の範囲】[Claims] 1 建屋の所定位置に仮設の組立ステージを設置し、そ
の組立ステージ上で単位部材を連結組立てて所定張間で
単位巾の安定架構を構成し、かつその端部より張出した
エレクションビームを設け、次いで前記安定架構のエレ
クションビームを送行台車に載置して桁行方向に移動し
、かつ順次前記組立ステージ上で構成した安定架構を桁
行方向に同様手段で移動し所要数の安定架構を連設し、
その後エレクションビームを撤去して建屋を完成するこ
とを特徴とする大張間架構の建方工法。
1. Install a temporary assembly stage at a predetermined location in the building, connect and assemble unit members on the assembly stage to form a stable frame of unit width with a predetermined tension, and provide an erection beam extending from the end of the structure. Next, the erection beam of the stable frame is placed on a transport cart and moved in the column direction, and the stable frames configured on the assembly stage are sequentially moved in the column direction by the same means to mount the required number of stable frames in series. ,
A construction method for large-scale structures that is characterized by the fact that the erection beam is then removed and the building is completed.
JP2034179A 1979-02-23 1979-02-23 Construction method of Obarima bridge ditch Expired JPS5830979B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2034179A JPS5830979B2 (en) 1979-02-23 1979-02-23 Construction method of Obarima bridge ditch

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2034179A JPS5830979B2 (en) 1979-02-23 1979-02-23 Construction method of Obarima bridge ditch

Publications (2)

Publication Number Publication Date
JPS55114732A JPS55114732A (en) 1980-09-04
JPS5830979B2 true JPS5830979B2 (en) 1983-07-02

Family

ID=12024427

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2034179A Expired JPS5830979B2 (en) 1979-02-23 1979-02-23 Construction method of Obarima bridge ditch

Country Status (1)

Country Link
JP (1) JPS5830979B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59114346A (en) * 1982-12-17 1984-07-02 鹿島建設株式会社 Building of truss iron skeletal housing due to moving stage

Also Published As

Publication number Publication date
JPS55114732A (en) 1980-09-04

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