JPS6355569B2 - - Google Patents

Info

Publication number
JPS6355569B2
JPS6355569B2 JP57178290A JP17829082A JPS6355569B2 JP S6355569 B2 JPS6355569 B2 JP S6355569B2 JP 57178290 A JP57178290 A JP 57178290A JP 17829082 A JP17829082 A JP 17829082A JP S6355569 B2 JPS6355569 B2 JP S6355569B2
Authority
JP
Japan
Prior art keywords
plate
frame
steel
rail
horizontal
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
JP57178290A
Other languages
Japanese (ja)
Other versions
JPS5968454A (en
Inventor
Ryosuke Hashimoto
Takao Sasabe
Katsuyuki Oohata
Kazuto Iryo
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.)
Obayashi Corp
Original Assignee
Obayashi 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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP17829082A priority Critical patent/JPS5968454A/en
Publication of JPS5968454A publication Critical patent/JPS5968454A/en
Publication of JPS6355569B2 publication Critical patent/JPS6355569B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】 この発明は屋根トラスその他の大スパン鉄骨架
構の横引き工法による建方の方法に関するもので
ある。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for constructing roof trusses and other large span steel frames using the horizontal drawing method.

横引き工法とは、建物の一方の妻壁部分におい
て、トラス等の鉄骨架構を1ユニツト(一面のト
ラスと桁方向つなぎ部材)づつ組立て、順次つな
ぎながらそのつながれた架構全体を他方の妻壁に
達するまで、横引き用ジヤツキ7によりロツド8
を介して移動させて、建家全体に架構を配置する
ものである(第1〜3図)。
The horizontal construction method involves assembling steel frames such as trusses one unit at a time on one end wall of a building (a truss on one side and a connecting member in the girder direction), and then sequentially connecting the entire connected structure to the other end wall. until the rod 8 is reached by horizontal pulling jack 7.
The frame is placed over the entire building by moving it through the building (Figures 1 to 3).

そして、その移動に際しては、通常横振れをな
くすため、レールまたはこれに代るH型鋼などの
型鋼を敷き、これをガイドとして車輪または振れ
止め4等に係合させながらその上を移動するもの
であつたので、その後、そのレール類や車輪類を
撤去した後に行うジヤツキダウンのダウン量が
100m/m以上になり、多数のジヤツキを同時に
行うための煩雑な装置と手間を要する欠点があつ
た。(第4,5図) 本発明は、この欠点を排除すべくなされたもの
であつて、その要旨とするところは、軌道となる
桁梁を鉄骨造となし、その上にレール代用のプレ
ートを敷き、この上に滑り板を介して鉄骨架構を
横引きすることによつて横引き後のジヤツキダウ
ン量を少くするものである。
When moving it, in order to eliminate lateral vibration, rails or alternatively shaped steel such as H-shaped steel are laid down, and the rails are used as guides to engage wheels or steady rests 4, etc. while moving on the rails. Since it was hot, the amount of jack down performed after removing the rails and wheels was
100 m/m or more, which had the disadvantage of requiring complicated equipment and time to perform multiple jacks at the same time. (Figures 4 and 5) The present invention has been made to eliminate this drawback, and its gist is to make the girder beam that becomes the track a steel frame structure, and to attach a plate to serve as a rail substitute on top of it. This method reduces the amount of jacking down after horizontal pulling by laying the steel frame on top of this and horizontally pulling the steel frame through sliding plates.

以下、本発明の実施例を図面を参照しながら説
明する。
Embodiments of the present invention will be described below with reference to the drawings.

まず、第6図に示すように、鉄骨桁梁1aの上
面にレール用プレート2aを敷く。つぎにこの上
に鉄骨架構5を組み立てるが、その際、ベースプ
レート5aの下面には、すべり板6をすべり止め
6bにより係止したすべり板取付プレート6aが
取付けられている(第7図)。そしてこの状態で
図面に直交する方向に横引きした後、桁梁1とつ
なぎ梁5bとの間にジヤーナルジヤツキ等の比較
的簡単なジヤツキ(図示せず)をかませて、架構
5をわずかに揚重し、すべり板および取付プレー
トならびにレール用プレートを撤去し、ジヤツキ
ダウンし、ボルト3により、ベースプレートを桁
梁1に固定し、建方を終えるのである(第8図)。
First, as shown in FIG. 6, a rail plate 2a is laid on the upper surface of the steel girder 1a. Next, the steel frame 5 is assembled on top of this. At this time, a sliding plate mounting plate 6a is attached to the lower surface of the base plate 5a, and the sliding plate 6 is locked with a non-slip member 6b (FIG. 7). In this state, after horizontal drawing in the direction perpendicular to the drawing, a relatively simple jack (not shown) such as a journal jack is applied between the girder beam 1 and the connecting beam 5b to slightly tighten the frame 5. The slide plate, mounting plate, and rail plate are removed, jacked down, and the base plate is fixed to the girder 1 with bolts 3 to complete the erection (Fig. 8).

本発明においてはレールに代えてレール用プレ
ート2aを使用し、かつ、何の振れ止め部材を用
いない。それは、次の知見によるものである。す
なわち、横引きに際しては、両側の桁上において
同時に行い、かつ、移動のストロークが架構の巾
(スパン)に比べて小さいから、横振れによる誤
差は、ボルト3のための穴をルーズとすることに
より十分吸収できる程度であるからである。従つ
て第5図のように振れ止め4を要さないから、レ
ール用H型鋼2bに代えてプレート2aの使用が
可能となつたのである。
In the present invention, a rail plate 2a is used instead of the rail, and no steady rest member is used. This is based on the following findings. In other words, when horizontal pulling is performed on both sides of the girder at the same time, and the stroke of movement is small compared to the width (span) of the frame, errors due to horizontal vibration can be avoided by making the holes for bolts 3 loose. This is because it can be absorbed sufficiently. Therefore, since the steady rest 4 as shown in FIG. 5 is not required, the plate 2a can be used in place of the H-shaped steel 2b for the rail.

以上の構成としたから、本発明はジヤツキダウ
ンの量が少くてよいから一斉にジヤツキダウンを
行う煩雑さを避けるのみならず、レールに比べ資
材が節約でき、かつ、建物の原設計が鉄骨桁梁で
あれば、設計変更をすることなく横引き工法を実
施することができる利点を有する。
With the above configuration, the present invention not only avoids the trouble of having to jack down all at once since the amount of jacking down is small, but also saves materials compared to rails, and the original design of the building is based on steel girders. If there is, it has the advantage of being able to implement the horizontal construction method without changing the design.

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

第1図ないし第3図は横引き工法を施工順に示
す説明図であり、第4図ないし第8図は移動方向
に直交する部分詳細図であつて、第4,5図は従
来の実施例を、第6図ないし第8図は本発明の実
施例を施工順に示す。 1……桁梁、1a……鉄骨桁梁、2……レー
ル、2a……レール代用プレート、2b……レー
ル代用H型鋼、3……ベースプレート取付用ボル
ト、4……振れ止め、5……鉄骨架構、5a……
ベースプレート、5b……つなぎ材、6……滑り
板、6a……すべり板取付用プレート、6b……
すべり止め、7……横引き用ジヤツキ、8……ロ
ツド、9……車輪。
Figures 1 to 3 are explanatory diagrams showing the horizontal drawing method in the construction order, Figures 4 to 8 are detailed views of parts perpendicular to the moving direction, and Figures 4 and 5 are illustrations of conventional examples. 6 to 8 show embodiments of the present invention in the order of construction. 1...Girder beam, 1a...Steel frame girder beam, 2...Rail, 2a...Rail substitute plate, 2b...Rail substitute H-shaped steel, 3...Base plate mounting bolt, 4...Sway rest, 5... Steel frame, 5a...
Base plate, 5b... Connecting material, 6... Sliding plate, 6a... Sliding plate mounting plate, 6b...
Anti-slip, 7... horizontal pulling jack, 8... rod, 9... wheel.

Claims (1)

【特許請求の範囲】[Claims] 1 屋根トラス等の鉄骨架構を一定位置で単位架
構づつ組立て、移動させ、かつ、つなぎながら所
定位置まで横引き移動させる建方工法において、
桁梁の所定位置にあらかじめプレートを敷き、そ
のプレート上を架構のベースプレート下面に取付
けたすべり板を介してすべらせながら架構を横引
きした後、ベースプレートをその孔を通してボル
トにより締付け、定着することを特徴とする鉄骨
架構の横引き工法。
1. A construction method in which steel frames such as roof trusses are assembled and moved one unit at a time at a fixed location, and then laterally pulled to a predetermined location while being connected.
A plate is laid in advance at a predetermined position on the girder beam, and the frame is pulled horizontally by sliding the plate on the plate via a sliding plate attached to the bottom surface of the base plate of the frame, and then the base plate is tightened with bolts through the hole and fixed. A distinctive feature is the horizontal construction method for steel frames.
JP17829082A 1982-10-13 1982-10-13 Traverse pulling of steel skeletal enclosure Granted JPS5968454A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17829082A JPS5968454A (en) 1982-10-13 1982-10-13 Traverse pulling of steel skeletal enclosure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17829082A JPS5968454A (en) 1982-10-13 1982-10-13 Traverse pulling of steel skeletal enclosure

Publications (2)

Publication Number Publication Date
JPS5968454A JPS5968454A (en) 1984-04-18
JPS6355569B2 true JPS6355569B2 (en) 1988-11-02

Family

ID=16045878

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17829082A Granted JPS5968454A (en) 1982-10-13 1982-10-13 Traverse pulling of steel skeletal enclosure

Country Status (1)

Country Link
JP (1) JPS5968454A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH061009B2 (en) * 1985-08-10 1994-01-05 清水建設株式会社 How to build a roof for a structure
JP6215037B2 (en) * 2013-12-20 2017-10-18 大成建設株式会社 Roof erection method and roof structure
JP6425779B2 (en) * 2017-09-19 2018-11-21 大成建設株式会社 Roof structure

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53130813A (en) * 1977-04-21 1978-11-15 Takenaka Komuten Co Sliding method for steel frame truss
JPS54109217A (en) * 1978-02-16 1979-08-27 Oiles Industry Co Ltd Support device for method of cantilever erection construction and method of cantilever erection construction of bridge that use said support device
JPS54135431A (en) * 1978-04-12 1979-10-20 Japan National Railway Method of laying bridge
JPS5811241A (en) * 1981-09-30 1983-01-22 株式会社竹中工務店 Sliding unit of structure
JPS6355569A (en) * 1986-08-26 1988-03-10 Toshiba Corp Image forming device

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53130813A (en) * 1977-04-21 1978-11-15 Takenaka Komuten Co Sliding method for steel frame truss
JPS54109217A (en) * 1978-02-16 1979-08-27 Oiles Industry Co Ltd Support device for method of cantilever erection construction and method of cantilever erection construction of bridge that use said support device
JPS54135431A (en) * 1978-04-12 1979-10-20 Japan National Railway Method of laying bridge
JPS5811241A (en) * 1981-09-30 1983-01-22 株式会社竹中工務店 Sliding unit of structure
JPS6355569A (en) * 1986-08-26 1988-03-10 Toshiba Corp Image forming device

Also Published As

Publication number Publication date
JPS5968454A (en) 1984-04-18

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