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JPH0776468B2 - Building shed - Google Patents
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JPH0776468B2 - Building shed - Google Patents

Building shed

Info

Publication number
JPH0776468B2
JPH0776468B2 JP62019396A JP1939687A JPH0776468B2 JP H0776468 B2 JPH0776468 B2 JP H0776468B2 JP 62019396 A JP62019396 A JP 62019396A JP 1939687 A JP1939687 A JP 1939687A JP H0776468 B2 JPH0776468 B2 JP H0776468B2
Authority
JP
Japan
Prior art keywords
roof
members
building
support member
roof support
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 - Lifetime
Application number
JP62019396A
Other languages
Japanese (ja)
Other versions
JPS63189549A (en
Inventor
貞二 佐藤
完二 森
謙一 前田
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical Co Ltd
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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP62019396A priority Critical patent/JPH0776468B2/en
Publication of JPS63189549A publication Critical patent/JPS63189549A/en
Publication of JPH0776468B2 publication Critical patent/JPH0776468B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Rod-Shaped Construction Members (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Residential Or Office Buildings (AREA)

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は建物の小屋組に関する。DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to a roof truss of a building.

[従来の技術] 従来、勾配屋根を支持する建物の小屋組は、特開昭53−
70519号公報に記載されるように、建物本体の梁上部に
複数の三角形状の小屋トラスを並設状態で固定し、各小
屋トラス間にもやを差渡し、それらの小屋トラスの上部
に屋根パネルを固定している。
[Prior Art] Conventionally, a rooftop structure of a building supporting a pitched roof is disclosed in Japanese Patent Laid-Open No. 53-
As described in Japanese Patent No. 70519, a plurality of triangular hut trusses are fixed in parallel on the beam upper part of the building body, a mist is passed between the hut trusses, and roofs are placed on the hut trusses. The panel is fixed.

[発明が解決しようとする問題点] しかしながら、上記従来の小屋組にあっては、複数の小
屋トラスを並設しているので、小屋裏が勾配屋根の流れ
に直交する方向において小間切れとなり、屋根裏部屋等
として有効利用するに足るような広く連続する小屋裏を
確保するのに困難がある。
[Problems to be Solved by the Invention] However, in the above-described conventional shed group, since a plurality of shed trusses are installed in parallel, the shed is cut off in the direction orthogonal to the flow of the pitched roof, resulting in an attic. It is difficult to secure a wide and continuous attic that can be effectively used as a room.

また、上記従来の小屋組にあっては、屋根パネルの縦フ
レーム材と小屋トラスの上弦材とが重なって延設された
り、各小屋トラスを連結するもやが必要であり、小屋組
の必要強度を確保するに必要な程度をこえる多量の構成
材を用いることになる。このことは、小屋組が搭載され
る建物本体に過大な荷重を及ぼすことにもなり、建物本
体の構成材断面を大型化することにもなって妥当でな
い。
Further, in the above-mentioned conventional shed assembly, it is necessary that the vertical frame material of the roof panel and the upper chord material of the shed truss be overlapped and extended, and that huts connecting the shed trusses to be connected be provided. A large amount of constituent material that exceeds the degree required to ensure strength is used. This is not appropriate because it causes an excessive load on the building body on which the shed is mounted and also increases the cross section of the building material.

また、上記従来の小屋組にあっては、小屋組の荷重が建
物本体の梁に支持されるから、梁断面を大型化する必要
があって妥当でない。
Further, in the above-mentioned conventional shed construction, since the load of the shed construction is supported by the beams of the building body, it is not appropriate because the beam cross section must be enlarged.

また、建築現場で小屋トラスともやを接合し、小屋トラ
スに屋根パネルを固定するので施工工数を多く必要とし
た。
Also, since the hut truss and spigot were joined at the construction site and the roof panel was fixed to the hut truss, a lot of construction man-hours were required.

本発明は、広く連続する小屋裏を形成し、小屋組の構成
材を削減し、建物本体の構成材断面を低減し、建築現場
での施工工数を低減することを目的とする。
An object of the present invention is to form a wide continuous attic, reduce the number of constituent members of a shed, reduce the cross section of constituent members of a building body, and reduce the number of construction steps at a construction site.

[問題点を解決するための手段] 本発明の建物の小屋組は、建物本体の上部に屋根支持部
材を固定し、屋根支持部材の上部に屋根パネルを固定し
てなる、勾配屋根を支持する建物の小屋組において、建
物本体は複数の建物ユニットからなり、建物ユニットは
床梁、柱、天井梁の組合わせからなり、上記屋根支持部
材が少なくとも上弦材と鉛直材と斜材とを略門型に組合
わせてなり、斜材は型鋼から形成され上弦材の中間部と
鉛直材の下端部とに接合され、屋根パネルは縦フレーム
材を有し、該屋根支持部材を勾配屋根の流れに直交する
方向に沿わせて配置し、該屋根支持部材の鉛直材を建物
本体の柱に対応する位置に配置し、上弦材の屋根パネル
の縦フレーム材を支持するようにしたものである。
[Means for Solving the Problems] The building shed assembly of the present invention supports a pitched roof in which a roof support member is fixed to the upper part of the building body and a roof panel is fixed to the upper part of the roof support member. In a rooftop structure of a building, the main body of the building is composed of a plurality of building units, the building unit is a combination of floor beams, columns, and ceiling beams, and the roof support member is at least an upper chord member, a vertical member, and a diagonal member. It is combined with the mold, the diagonal members are made of shaped steel and are joined to the middle part of the upper chord members and the lower ends of the vertical members, the roof panel has vertical frame members, and the roof support members are used for the flow of slope roof. The vertical members of the roof support member are arranged along the direction orthogonal to each other at positions corresponding to the pillars of the building body, and the vertical frame members of the upper chord member roof panel are supported.

[作用] 本発明によれば、略門型をなす屋根支持部材を勾配屋根
の流れに直交する方向に配置しており、斜材は上弦材の
中間部と鉛直材の下端部とに接合されているから、小屋
裏が勾配屋根の流れに直交する方向において小間切れと
ならず、屋根裏部屋等として有効利用するに足るような
広く連続する小屋裏を形成できる。
[Operation] According to the present invention, the substantially gate-shaped roof support member is arranged in the direction orthogonal to the flow of the pitched roof, and the diagonal member is joined to the middle portion of the upper chord member and the lower end portion of the vertical member. Therefore, the attic is not broken in the direction orthogonal to the flow of the sloped roof, and it is possible to form a wide and continuous attic that can be effectively used as an attic or the like.

また、本発明によれば、屋根パネルの縦フレーム材が屋
根支持部材に直交し、屋根パネルの縦フレーム材と屋根
支持部材の上弦材とが重なることなく、また、隣接する
屋根支持部材を屋根パネルの縦フレーム材によって連結
することとなる。したがって、小屋組の構成材を削減で
きる。
Further, according to the present invention, the vertical frame member of the roof panel is orthogonal to the roof supporting member, the vertical frame member of the roof panel and the upper chord member of the roof supporting member do not overlap each other, and the adjacent roof supporting member is roofed. It will be connected by the vertical frame material of the panels. Therefore, it is possible to reduce the number of components of the shed.

また、本発明によれば、上記のように小屋組の構成材
が削減されることによって小屋組の重量が小となり、ま
た小屋組の荷重が屋根支持部材の鉛直材又は斜材を経
て建物本体の柱に流れる状態で支持されるから、建物本
体の梁断面を小型化できる。したがって、建物本体の構
成材断面を低減できる。
Further, according to the present invention, the weight of the shed member is reduced by reducing the constituent members of the shed member as described above, and the load of the shed member passes through the vertical member or the diagonal member of the roof support member and the building main body. The beam cross section of the building body can be miniaturized because it is supported by the pillars in a flowing state. Therefore, the cross section of the building material can be reduced.

更に、建物本体は複数の建物ユニットからなり、建物の
小屋組が屋根支持部材と建物ユニットの天井梁と屋根パ
ネルの縦フレーム材とで構成されるので、建築現場での
施工工数が少なくて済む。
Furthermore, since the main body of the building is composed of a plurality of building units, and the roof of the building is composed of the roof support member, the ceiling beams of the building unit, and the vertical frame material of the roof panel, the number of construction man-hours at the construction site can be reduced. .

[実施例] 第1図は本発明が適用された建物の一例を示す模式図、
第2図は屋根中間部用の屋根支持部材を示す正面図、第
3図は第2図の側面図、第4図は第2図の平面図、第5
図は棟用の屋根支持部材を示す正面図、第6図は第5図
の側面図、第7図は第5図の平面図、第8図は建物本体
と軒桁と屋根パネルの取付状態を示す側面図、第9図は
建物本体と屋根支持部材の取付状態を示す正面図、第10
図は屋根中間部における屋根支持部材と屋根パネルの取
付状態を示す側面図、第11図は棟における屋根支持部材
と屋根パネルの取付状態を示す側面図である。
[Example] FIG. 1 is a schematic view showing an example of a building to which the present invention is applied,
FIG. 2 is a front view showing a roof support member for the middle part of the roof, FIG. 3 is a side view of FIG. 2, FIG. 4 is a plan view of FIG.
The figure is a front view showing the roof support member for the ridge, Fig. 6 is a side view of Fig. 5, Fig. 7 is a plan view of Fig. 5, and Fig. 8 is a mounting state of the building body, eaves girder, and roof panel. Fig. 9 is a side view showing Fig. 9 and Fig. 9 is a front view showing how the building body and the roof support member are attached,
FIG. 11 is a side view showing a mounting state of a roof support member and a roof panel in a middle portion of a roof, and FIG. 11 is a side view showing a mounting state of a roof support member and a roof panel in a ridge.

建物10は、第1図に示すように、建物本体11の上部に小
屋組12を形成し、小屋組12の上部に勾配屋根を支持する
こととしている。
As shown in FIG. 1, the building 10 has a house 12 formed on an upper part of a building body 11, and a pitched roof is supported on the upper part of the house 12.

建物本体11は、第1図に示すように、複数の建物ユニッ
ト13からなり、各建物ユニット13は各4本の床梁14、柱
15、天井梁16の組合わせからなっている。この実施例で
は、柱15を角鋼管、梁14、16を形鋼から形成し、それら
の各材を溶接によって接合している。
As shown in FIG. 1, the building body 11 is composed of a plurality of building units 13, and each building unit 13 has four floor beams 14 and pillars.
It consists of a combination of 15 and 16 ceiling beams. In this embodiment, the pillar 15 is formed of a square steel pipe, the beams 14 and 16 are formed of shaped steel, and the respective members are joined by welding.

小屋組12は、第1図に示すように、建物本体11の上部に
固定される軒桁17、屋根中間部用の屋根支持部材18、棟
用の屋根支持部材19と、これらの軒桁17、屋根支持部材
18、19の上部に固定される屋根パネル20とから構成され
る。
As shown in FIG. 1, the shed assembly 12 includes an eaves girder 17 fixed to the upper part of the building body 11, a roof support member 18 for a middle roof part, a roof support member 19 for a ridge, and these eaves girders 17 , Roof support members
It is composed of a roof panel 20 fixed to the upper portions of 18 and 19.

屋根パネル20の枠材(面材の図示及び説明は省略す
る。)は、第1図に示すように、各2本の縦フレーム材
21と横フレーム材22からなり、この実施例では、各フレ
ーム材21、22を形鋼から形成し、それらの各材を溶接に
よって接合している。
As shown in FIG. 1, the frame material of the roof panel 20 (illustration and description of the face material is omitted) is two vertical frame materials.
21 and a horizontal frame member 22. In this embodiment, each of the frame members 21 and 22 is made of shaped steel, and these members are joined by welding.

軒桁17は、第1図、第8図に示すように、建物本体11の
軒部に位置する建物ユニット13における天井梁16の上部
に沿って配置され、屋根パネル20が取付けられる屋根パ
ネル支持片23が接合されている。この実施例では、軒桁
17を形鋼から形成し、該軒桁17を上記天井梁16にボルト
結合している。
As shown in FIGS. 1 and 8, the eaves girder 17 is arranged along the upper part of the ceiling beam 16 in the building unit 13 located in the eaves of the building body 11, and the roof panel support to which the roof panel 20 is attached. The piece 23 is joined. In this example, the eaves girder
17 is formed from shaped steel, and the eaves girder 17 is bolted to the ceiling beam 16.

屋根支持部材18、19は、第1図、第10図、第11図に示す
ように、勾配屋根の流れに直交する方向に沿うように配
置されている。
The roof support members 18 and 19 are arranged along the direction orthogonal to the flow of the sloped roof, as shown in FIGS. 1, 10, and 11.

ここで、屋根支持部材18、19は、基本的には略同一の門
型構造であるが、対応する建物ユニット13の長さによっ
て変化する。第2図〜第4図に桁長さの長い建物ユニッ
ト13に対応して用いられる屋根支持部材18を示し、第5
図〜第7図に桁長さの短い建物ユニット13に対応して用
いられる屋根支持部材19を示す。屋根支持部材18は、上
弦材24と、上弦材24の両端部に接合される2本の鉛直材
25と、上弦材24の中間部と各鉛直材25の下端部とに接合
される2本の斜材26とからなる。屋根支持部材19は、屋
根支持部材18におけると略同様な、上弦材27、2本の鉛
直材28、2本の斜材29とからなる。この実施例では、上
弦材24、27および鉛直材25、28を角鋼管、斜材26、29を
形鋼から形成し、それらの各材を溶接によって接合して
いる。
Here, the roof support members 18 and 19 basically have substantially the same gate-shaped structure, but change depending on the length of the corresponding building unit 13. 2 to 4 show a roof support member 18 used for a building unit 13 having a long girder length, and FIG.
Figures 7 to 7 show a roof support member 19 used for a building unit 13 having a short girder length. The roof support member 18 includes an upper chord member 24 and two vertical members joined to both ends of the upper chord member 24.
25, and two diagonal members 26 joined to the middle portion of the upper chord member 24 and the lower end portion of each vertical member 25. The roof support member 19 includes an upper chord member 27, two vertical members 28, and two diagonal members 29, which are substantially the same as those of the roof support member 18. In this embodiment, the upper chord members 24 and 27 and the vertical members 25 and 28 are made of square steel pipes, and the diagonal members 26 and 29 are made of shaped steel, and these members are joined by welding.

屋根支持部材18、19は、鉛直材25、28の下端部にベース
プレート30、31を備え、鉛直材25、28と斜材26、29の接
合部にガセットプレート32、33を備え、鉛直材25、28と
上弦材24、27の接合部にガセットプレート34、35を備
え、上弦材24、27と斜材26、29の接合部にガセットプレ
ート36、37を備えている。
The roof support members 18, 19 include base plates 30, 31 at the lower ends of the vertical members 25, 28, gusset plates 32, 33 at the joints between the vertical members 25, 28 and diagonal members 26, 29, and the vertical members 25, 28. , 28 and the upper chord members 24, 27 are provided with gusset plates 34, 35, and the upper chord members 24, 27 and the diagonal members 26, 29 are provided with gusset plates 36, 37.

また、屋根支持部材18は、上弦材24の長手方向の特定部
位に勾配屋根の片流れ方向に対応して傾斜する屋根パネ
ル支持片38を備える。また、屋根支持部材19は、上弦材
27の長手方向の特定部位に勾配屋根の両流れ方向のそれ
ぞれに対応して傾斜する一対の屋根パネル支持片39、39
を備える。屋根支持部材18、19において、各上弦材24、
27の長手方向に隣接する屋根パネル支持片38、39の間隔
は、屋根パネル20の横幅と同一に設定されている。ま
た、屋根支持部材18、19において、各斜材26、29は上弦
材24、27の屋根パネル支持片38、39に近傍する部位(ガ
セットプレート36、37)に接合されている。
Further, the roof support member 18 is provided with a roof panel support piece 38 that is inclined at a specific portion in the longitudinal direction of the upper chord member 24 so as to incline corresponding to the one-way flow direction of the sloped roof. The roof support member 19 is an upper chord member.
A pair of roof panel support pieces 39, 39 that incline corresponding to both flow directions of the sloped roof at specific portions in the longitudinal direction of 27
Equipped with. In the roof support members 18 and 19, each upper chord member 24,
The distance between the roof panel support pieces 38 and 39 adjacent to each other in the longitudinal direction of 27 is set to be the same as the lateral width of the roof panel 20. Further, in the roof support members 18 and 19, the diagonal members 26 and 29 are joined to the portions (gusset plates 36 and 37) near the roof panel support pieces 38 and 39 of the upper chord members 24 and 27.

屋根支持部材18、19は、前述のように勾配屋根の流れに
直交する方向において、第1図、第9図に示すように、
建物本体11の梁、すなわち建物ユニット13の天井梁16に
沿うように配置されるとともに、それらの各鉛直材25、
28が建物本体11の柱、すなわち建物ユニット13の柱15に
対応する位置に配置されるように、それらの各ベースプ
レート30、31を対応する建物ユニット13の柱15、天井梁
16にボルト結合している。
The roof support members 18 and 19 are, as shown in FIGS. 1 and 9, in the direction orthogonal to the flow of the pitched roof as described above.
Beams of the building body 11, that is, arranged along the ceiling beam 16 of the building unit 13, and each of the vertical members 25,
So that each of the base plates 30, 31 thereof is arranged at a position corresponding to the pillar of the building body 11, that is, the pillar 15 of the building unit 13, the pillar 15 of the corresponding building unit 13, the ceiling beam
It is bolted to 16.

さらに、屋根パネル20は、それらの各縦フレーム材21
を、軒桁17の屋根パネル支持片23(第8図)、屋根支持
部材18の屋根パネル支持片38(第10図)、屋根支持部材
19の屋根パネル支持片39(第11図)のそれぞれにボルト
結合している。
In addition, the roof panel 20 has 21
, The roof panel support piece 23 (Fig. 8) of the eaves girder 17, the roof panel support piece 38 (Fig. 10) of the roof support member 18, the roof support member
It is bolted to each of the 19 roof panel support pieces 39 (Fig. 11).

次に、上記実施例の作用について説明する。Next, the operation of the above embodiment will be described.

上記実施例によれば、屋根支持部材18、19を勾配屋根の
流れに直交する方向に配置しており、斜材26、29は上弦
材24、27の中間部と鉛直材25、28の下端部とに接合され
ているから、小屋裏が勾配屋根の流れに直交する方向に
おいて小間切れとならず、屋根裏部屋等として有効利用
するに足るような広く連続する小屋裏を形成できる。
According to the above-mentioned embodiment, the roof support members 18, 19 are arranged in the direction orthogonal to the flow of the sloped roof, and the diagonal members 26, 29 are the middle portions of the upper chord members 24, 27 and the lower ends of the vertical members 25, 28. Since the attic is joined to the section, the attic is not broken in the direction orthogonal to the flow of the sloped roof, and it is possible to form a wide and continuous attic that can be effectively used as an attic or the like.

また、上記実施例によれば、屋根パネル20の縦フレーム
材21が屋根支持部材18、19に直交し、屋根パネル20の縦
フレーム材21と屋根支持部材18、19の上弦材24、27とが
重なることなく、また、勾配屋根の流れ方向において隣
接する屋根支持部材18、19を屋根パネル20の縦フレーム
材21によって連結することとなる。したがって、小屋組
12の構成材を削減できる。
Further, according to the above embodiment, the vertical frame member 21 of the roof panel 20 is orthogonal to the roof support members 18 and 19, and the vertical frame member 21 of the roof panel 20 and the upper chord members 24 and 27 of the roof support members 18 and 19. The roof support members 18 and 19 which are adjacent to each other in the flow direction of the sloped roof are connected by the vertical frame member 21 of the roof panel 20 without overlapping. Therefore, the shed
12 components can be reduced.

また、上記実施例によれば、上記のように小屋組12の
構成材が削減されることによって小屋組12の重量が小と
なり、また小屋組12の荷重が屋根支持部材18、19の鉛
直材25、28又は斜材26、29を経て建物本体11の柱15に流
れる状態で支持されるから、建物本体11の天井梁16の断
面を小型化できる。したがって、建物本体11の構成材断
面を低減できる。
Further, according to the above-mentioned embodiment, the weight of the shed 12 is reduced by reducing the components of the shed 12 as described above, and the load of the shed 12 is the vertical member of the roof support members 18 and 19. The ceiling beams 16 of the building body 11 can be made smaller in cross section because they are supported in a state of flowing to the pillars 15 of the building body 11 via 25, 28 or diagonal members 26, 29. Therefore, the cross-section of the building material 11 can be reduced.

更に、建物本体11は複数の建物ユニット13からなり、建
物の小屋組12が屋根支持部材19と建物ユニット13の天井
梁16と屋根パネル20の縦フレーム材21とで構成されるの
で、建築現場での施工工数が少なくて済む。
Further, the building main body 11 is composed of a plurality of building units 13, and since the building shed 12 is composed of the roof support member 19, the ceiling beams 16 of the building unit 13 and the vertical frame members 21 of the roof panel 20, the building site Requires less man-hours for construction.

なお、本発明の実施において、屋根支持部材は下弦材を
備えてもよい。
In the practice of the present invention, the roof support member may include a lower chord member.

[発明の効果] 以上のように、本発明によれば、広く連続する小屋裏を
形成し、小屋組の構成材を削減し、建物本体の構成材断
面を低減し、建築現場での施工工数を低減することがで
きる。
[Effects of the Invention] As described above, according to the present invention, a wide continuous attic is formed, the constituent members of the shed group are reduced, the cross section of the constituent elements of the building main body is reduced, and the number of construction steps at the construction site is reduced. Can be reduced.

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

第1図は本発明が適用された建物の一例を示す模式図、
第2図は屋根中間部用の屋根支持部材を示す正面図、第
3図は第2図の側面図、第4図は第2図の平面図、第5
図は棟用の屋根支持部材を示す正面図、第6図は第5図
の側面図、第7図は第5図の平面図、第8図は建物本体
と軒桁と屋根パネルの取付状態を示す側面図、第9図は
建物本体と屋根支持部材の取付状態を示す正面図、第10
図は屋根中間部における屋根支持部材と屋根パネルの取
付状態を示す側面図、第11図は棟における屋根支持部材
と屋根パネルの取付状態を示す側面図である。 10…建物、11…建物本体、12…小屋組、13…建物ユニッ
ト、15…柱、16…天井梁、18、19…屋根支持部材、20…
屋根パネル、21…縦フレーム材、22…横フレーム材、2
4、27…上弦材、25、28…鉛直材、26、29…斜材。
FIG. 1 is a schematic diagram showing an example of a building to which the present invention is applied,
FIG. 2 is a front view showing a roof support member for the middle part of the roof, FIG. 3 is a side view of FIG. 2, FIG. 4 is a plan view of FIG.
The figure is a front view showing the roof support member for the ridge, Fig. 6 is a side view of Fig. 5, Fig. 7 is a plan view of Fig. 5, and Fig. 8 is a mounting state of the building body, eaves girder, and roof panel. Fig. 9 is a side view showing Fig. 9 and Fig. 9 is a front view showing how the building body and the roof support member are attached,
FIG. 11 is a side view showing a mounting state of a roof support member and a roof panel in a middle portion of a roof, and FIG. 11 is a side view showing a mounting state of a roof support member and a roof panel in a ridge. 10 ... Building, 11 ... Building body, 12 ... Roof, 13 ... Building unit, 15 ... Column, 16 ... Ceiling beam, 18, 19 ... Roof support member, 20 ...
Roof panel, 21 ... Vertical frame material, 22 ... Horizontal frame material, 2
4, 27… upper chord material, 25, 28… vertical material, 26, 29… diagonal material.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】建物本体の上部に屋根支持部材を固定し、
屋根支持部材の上部に屋根パネルを固定してなる、勾配
屋根を支持する建物の小屋組において、建物本体は複数
の建物ユニットからなり、建物ユニットは床梁、柱、天
井梁の組合わせからなり、上記屋根支持部材が少なくと
も上弦材と鉛直材と斜材とを略門型に組合わせてなり、
斜材は型鋼から形成され上弦材の中間部と鉛直材の下端
部とに接合され、屋根パネルは縦フレーム材を有し、該
屋根支持部材を勾配屋根の流れに直交する方向に沿わせ
て配置し、該屋根支持部材の鉛直材を建物本体の柱に対
応する位置に配置し、上弦材で屋根パネルの縦フレーム
材を支持することを特徴とする建物の小屋組。
1. A roof support member is fixed to an upper part of a building body,
In a rooftop of a building supporting a pitched roof with a roof panel fixed to the top of a roof support member, the building body consists of multiple building units, and the building unit consists of a combination of floor beams, columns, and ceiling beams. , The roof support member is a combination of at least upper chord members, vertical members and diagonal members in a substantially gate shape,
The diagonal member is made of shaped steel and is joined to the middle part of the upper chord member and the lower end of the vertical member, the roof panel has a vertical frame member, and the roof support member is arranged along the direction orthogonal to the flow of the pitched roof. A roof truss for a building, characterized in that the vertical members of the roof supporting member are arranged at positions corresponding to the pillars of the building body, and the vertical frame members of the roof panel are supported by the upper chord members.
JP62019396A 1987-01-28 1987-01-28 Building shed Expired - Lifetime JPH0776468B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62019396A JPH0776468B2 (en) 1987-01-28 1987-01-28 Building shed

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62019396A JPH0776468B2 (en) 1987-01-28 1987-01-28 Building shed

Publications (2)

Publication Number Publication Date
JPS63189549A JPS63189549A (en) 1988-08-05
JPH0776468B2 true JPH0776468B2 (en) 1995-08-16

Family

ID=11998115

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62019396A Expired - Lifetime JPH0776468B2 (en) 1987-01-28 1987-01-28 Building shed

Country Status (1)

Country Link
JP (1) JPH0776468B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0452350A (en) * 1990-06-21 1992-02-20 Misawa Homes Co Ltd Builtup gable roof structure and construction method thereof

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56122446A (en) * 1980-02-29 1981-09-25 Nat Jutaku Kenzai Roof truss device

Also Published As

Publication number Publication date
JPS63189549A (en) 1988-08-05

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