JPS5894545A - Execution of roof structure - Google Patents
Execution of roof structureInfo
- Publication number
- JPS5894545A JPS5894545A JP56191643A JP19164381A JPS5894545A JP S5894545 A JPS5894545 A JP S5894545A JP 56191643 A JP56191643 A JP 56191643A JP 19164381 A JP19164381 A JP 19164381A JP S5894545 A JPS5894545 A JP S5894545A
- Authority
- JP
- Japan
- Prior art keywords
- roof
- roof structure
- frame
- corners
- plate
- 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.)
- Pending
Links
Landscapes
- Body Structure For Vehicles (AREA)
- Vehicle Interior And Exterior Ornaments, Soundproofing, And Insulation (AREA)
- Building Awnings And Sunshades (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】
この発明は屋根構造体施工法に関し、予め屋根構造体の
軸組みのみを架構することができ、従って構築物軸組み
とは別個に屋根構造体を軸組みした後クレーン等の起重
機等で吊り上げて構築物軸組みと結合できる、すなわち
構築物軸組み上で屋根構造体を構築するという危険な現
場作業を排することができる屋根構造体施工法の提供に
ある。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a roof structure construction method, in which only the frame of the roof structure can be constructed in advance, and therefore, after the roof structure is assembled separately from the structure frame, cranes, etc. To provide a method for constructing a roof structure that can be lifted up with a hoist and connected to a structure framework, that is, can eliminate the dangerous on-site work of constructing a roof structure on a structure framework.
以下この発明法の一実施例を図面に基づいて説明する。An embodiment of this invention method will be described below based on the drawings.
第１図において、（１）は梁取υ付はプレートで、この
梁取り付はプレート（１）は十字状の平板（２）の中央
部に十字状の壁板（３）を立設してなり、この平板（２
）の所要箇所にボルト孔（４）が穿設されてなる。In Figure 1, (1) is a plate with a beam attachment υ, and the plate (1) is a cross-shaped wall plate (3) erected in the center of a cross-shaped flat plate (2). So, this flat plate (2
) bolt holes (4) are drilled at the required locations.
尚、この平板（２）の幅（ｄ）は少なくとも横架材（５
）の幅だけ有ればよい。Note that the width (d) of this flat plate (2) is at least as wide as the horizontal member (5
) width is sufficient.
このような梁取り付はプレート（１）を使用して、小屋
梁、桁等の第２図に示す横架材（５）を接合する。Such beam attachment uses plates (1) to join the horizontal members (5) shown in FIG. 2, such as roof beams and girders.
この接合状態は、第４図示の如く、小屋梁、桁等の横架
材（５）相互を柱（６）間隔（ｄ）だけ距離を介し梁取
シ付はプレート（１）の平板（２）下面で横架材（５）
の上部７ランジ（５ａ）上面とボルトナツト（７）締め
ちるいは溶着して固着する。In this connection state, as shown in Figure 4, the horizontal members (5) such as roof beams and girders are separated from each other by the distance (d) between the columns (6), and the beam attachment is connected to the flat plate (2) of the plate (1). Horizontal member at the bottom (5)
The upper surface of the upper 7 flange (5a) and the tightening hole of the bolt nut (7) are welded and fixed.
横架材（５）相互は、十ｉ状、直交状、直線状、三方向
状等の任意の結合状態が採用できる。The horizontal members (5) may be connected to each other in any desired connection state, such as a ten-point shape, an orthogonal shape, a linear shape, or a three-way shape.
この発明法においては、小屋梁１桁等の横架材（５）相
互の結合のうち梁取り付はプレート（１）を使用して結
合する箇所は、第５図示の如く、柱（６）等の垂直構造
材との接合箇所であって４隅部以外の箇所（８）に使用
する。In this method of the invention, among the mutual connections of the horizontal members (5) such as a single girder of a roof beam, the beams are attached using plates (1), and the joints are connected to the columns (6) as shown in Figure 5. It is used for joints with vertical structural members such as, etc., other than the four corners (8).
従って、横架材（５）相互のみの接合箇所（９）は通常
の固着手段を採用すればよい。Therefore, ordinary fixing means may be used for the joints (9) between the horizontal members (5).
このようにして、まず小屋組み基礎部００を枠組み架構
する。In this way, first, the roof frame foundation 00 is constructed as a framework.
この小屋組み基礎部００上に小屋づか０１）を所要箇所
に立設し、この小屋づか０１）上に二重梁を枠組み架構
する際この二重梁＠の４隅部と小屋組み基礎部００の４
隅部を、第３図で示す棟ずみ材α］で結合する。On this roof frame foundation part 00, a shed frame 01) is erected at the required location, and when constructing a double beam frame on this shed frame base part 01), the four corners of this double beam @4 and the four corners of the roof frame foundation part 00
The corners are joined with ridge members α shown in FIG.
この棟ずみ材α１の一具体例としては第３図示の如く、
横架材（５）接合用プレートＱ４）を先端に取り付け、
この横架材（５）接合用プレートα→より所要水平角度
で傾斜させてＩ型溝αＧを連出し、このＩ型溝α均の先
端に二重梁（２）および小屋づかαＤ接合用のグレート
◇・を取り付けてなる。As a specific example of this ridge material α1, as shown in the third diagram,
Attach the horizontal member (5) joining plate Q4) to the tip,
This horizontal member (5) joining plate α is tilted at the required horizontal angle to extend an I-shaped groove αG, and a double beam (2) and a shed αD joint are attached to the tip of this I-shaped groove α. A great ◇・ is installed.
この棟ずみ材ａ３と横架材（５）及び二重梁αの及び小
屋づか０υの接合方法は、ボルト結合あるいは溶着等の
任意手段でよい。The ridge member a3, the horizontal member (5), the double beam α, and the roof support 0υ may be joined by any method such as bolt connection or welding.
このようにすれば、第５図示の如く、小屋組みの軸組み
が、構築物の軸組みとは別に架構されることとなる。In this way, as shown in Figure 5, the frame of the roof frame is constructed separately from the frame of the structure.
従って、この屋根構造体を起重機等で吊り上げ第４図示
の如く垂直材と溶着、ボルト接合等の手段で結合すれば
、構築物の全軸組みが完成する。Therefore, by hoisting this roof structure using a hoist or the like and connecting it to the vertical members by means of welding, bolting, etc., as shown in Figure 4, the entire framework of the structure is completed.
以上の如く、この発明法に係る梁板構造体施工法は予め
屋根構造体の軸組みのみを架構することができ、従って
構築物軸組みとは別個に屋根構造体を軸組みした後クレ
ーン等の起重機等で吊り上げて構築物軸組みと結合でき
る、すなわち構築物軸組み上で屋根構造体を構築すると
いう危険な現場作業を排することができる効果を奏する
屋根構造体施工法である。As described above, in the beam plate structure construction method according to the present invention, only the frame of the roof structure can be constructed in advance. Therefore, after assembling the roof structure separately from the structure frame, a crane etc. This method of constructing a roof structure is effective in that it can be lifted up with a hoist and connected to the framework of a structure, that is, it can eliminate the dangerous on-site work of constructing the roof structure on the framework of a structure.
図面はいずれも“この発明法の一実施例に係る屋根構造
体施工法の説明図であって、第１図は梁材取り付はプレ
ートを、第２図は横架材を、第３図は棟すみ材を、第４
図は柱と梁と梁取り付はグレートの取り付は状態を、第
５図は屋根構造体全体をそれぞれ示す。
（１）・・・梁取り付はプレート
（２）・・・平 板 （３）・・・壁 板（４
）・・・ボルト孔 （５）・・・横架材（５ａ）
・・・上部フランジ
（６）・・・柱
（８）・・・梁取り付はプレート接合箇所（ＩＩ・・・
小屋組み基礎部
７ａη・・・小屋づか α埠・・・二重梁゛Ｑ３
・・・棟すみ材
蔓 ４ 図
１The drawings are all explanatory diagrams of a method for constructing a roof structure according to an embodiment of the method of this invention. Add the ridge filler to the 4th
The figures show the pillars, beams, and grate installation, and Figure 5 shows the entire roof structure. (1)...Beam installation is a plate (2)...Flat plate (3)...Wall plate (4)...
)...Bolt hole (5)...Horizontal member (5a)
...Top flange (6)...Column (8)...Beam installation is at the plate joint point (II...
Shed frame foundation part 7aη...Shed zuka α Pier...Double beam Q3
...ridge corner material vine 4 Figure 1
Claims (1)
されこの平板の所要箇所にボルト孔が穿設されてなる梁
取付プレートを使用し、小屋梁相互、桁相互あるいは小
屋梁と桁間の結合箇所のうち柱等の垂直構造材との接合
箇所であって小屋組み４隅部以外の結合箇所を梁取付プ
レートで連結して小屋組み基礎部を枠組み架構し、この
小屋組み基礎部から小屋づかを立設し、この小屋づか上
に二重梁を枠組み架構する際この二重梁の４隅部と前記
小屋組み４隅部とを棟＄＃＃ｌｌ纏結お予め屋根構造体
の軸組みのみを架構することからなる屋根構造体施工法
。(1) A beam mounting plate is used, in which a cross-shaped wall plate is erected in the center of a cross-shaped flat plate, and bolt holes are drilled at the required locations on this flat plate, and the roof beams can be attached to each other, girders to each other, or the roof beams can be attached to each other. Among the joints between the roof frame and girders, the joints with vertical structural members such as columns, other than the four corners of the roof frame, are connected with beam attachment plates to construct the roof frame foundation, and from this roof frame foundation. When a shed is erected and a double beam is erected on top of the shed, the four corners of the double beam and the four corners of the roof frame are connected in advance to the axis of the roof structure. A roof structure construction method that consists of constructing only the frames.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56191643A JPS5894545A (en) | 1981-11-28 | 1981-11-28 | Execution of roof structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56191643A JPS5894545A (en) | 1981-11-28 | 1981-11-28 | Execution of roof structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS5894545A true JPS5894545A (en) | 1983-06-04 |
Family
ID=16278062
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP56191643A Pending JPS5894545A (en) | 1981-11-28 | 1981-11-28 | Execution of roof structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5894545A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0449353A (en) * | 1990-06-18 | 1992-02-18 | Misawa Homes Co Ltd | Square roof |
| JPH0849991A (en) * | 1994-08-02 | 1996-02-20 | Akutoronikusu Kk | Closed system temperature controller |
-
1981
- 1981-11-28 JP JP56191643A patent/JPS5894545A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0449353A (en) * | 1990-06-18 | 1992-02-18 | Misawa Homes Co Ltd | Square roof |
| JP2527258B2 (en) * | 1990-06-18 | 1996-08-21 | ミサワホーム株式会社 | Square roof |
| JPH0849991A (en) * | 1994-08-02 | 1996-02-20 | Akutoronikusu Kk | Closed system temperature controller |
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