JP3522336B2 - Roof support structure - Google Patents

Roof support structure

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Publication number
JP3522336B2
JP3522336B2 JP13701494A JP13701494A JP3522336B2 JP 3522336 B2 JP3522336 B2 JP 3522336B2 JP 13701494 A JP13701494 A JP 13701494A JP 13701494 A JP13701494 A JP 13701494A JP 3522336 B2 JP3522336 B2 JP 3522336B2
Authority
JP
Japan
Prior art keywords
roof
roof support
support member
building
members
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 - Fee Related
Application number
JP13701494A
Other languages
Japanese (ja)
Other versions
JPH084186A (en
Inventor
栄忠 河上
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.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes 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 Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP13701494A priority Critical patent/JP3522336B2/en
Publication of JPH084186A publication Critical patent/JPH084186A/en
Application granted granted Critical
Publication of JP3522336B2 publication Critical patent/JP3522336B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、建物の屋根を支持する
構造に係り、柱、梁を有する例えばユニット工法、在来
の軸組み工法の建物の屋根に利用できるものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure for supporting a roof of a building, and can be applied to a roof of a building having columns and beams, for example, a unit construction method or a conventional frame construction method.

【0002】[0002]

【背景技術】工場で生産された複数の建物ユニットを建
設現場で組み合せることにより建てられるユニット式建
物において、屋根を複数の屋根パネルで構成し、これら
の屋根パネルを建物ユニット上に設けた束や、屋根パネ
ル受けブラケット等による屋根支持部材で支持させるよ
うにした建物が施工されている。従来、これらの屋根支
持部材は建物ユニットの骨組材である柱の上に配置さ
れ、屋根支持部材に作用する屋根荷重をこの柱で支持で
きるようにしていた。
BACKGROUND ART In a unit type building constructed by combining a plurality of building units produced in a factory at a construction site, a roof is composed of a plurality of roof panels, and the roof panels are provided on the building unit. Also, a building is being constructed so that it is supported by a roof support member such as a roof panel support bracket. Conventionally, these roof support members have been arranged on a pillar which is a frame material of a building unit so that the roof load acting on the roof support member can be supported by this pillar.

【0003】[0003]

【発明が解決しようとする課題】しかし、屋根にはデザ
イン性等を向上させるために屋根構成部材である複数の
屋根パネルを複雑に組み合わせたものがあり、このよう
な屋根では、全部の屋根支持部材を建物ユニットに所定
のモジュール寸法に基いた間隔で設けられている柱の上
に必ずしも配置できず、一部の屋根支持部材を建物ユニ
ットの柱間に架け渡された上梁の上に配置しなければな
らない場合が生ずる。このように上梁の上に配置された
屋根支持部材は、柱の上に設けられていないため、この
屋根支持部材に作用する屋根荷重は上梁で支持されるこ
とになり、このため、上梁が下側に湾曲変形し、屋根荷
重を有効に支持できないおそれが生ずる。
However, there are roofs in which a plurality of roof panels, which are roof constituent members, are complicatedly combined in order to improve designability, and in such a roof, all roof support members are used. Members cannot always be placed on the pillars that are spaced in the building unit based on the prescribed module size, and some roof support members are placed on the upper beams that are bridged between the pillars of the building unit. There are cases where you must do it. Since the roof support member thus arranged on the upper beam is not provided on the pillar, the roof load acting on this roof support member is supported by the upper beam, and therefore, There is a possibility that the beam will be bent and deformed downward and the roof load cannot be effectively supported.

【0004】このような問題は、建物全体の骨組みが複
数の柱とこれらの柱間に架け渡された梁とを含んで構成
されている在来の軸組み構造式建物の場合にも生ずる。
Such a problem also occurs in a conventional frame structure building in which the frame of the entire building includes a plurality of columns and beams bridged between the columns.

【0005】本発明の目的は、梁の上に配置されてい
て、柱の上に設けられていない屋根支持部材があって
も、屋根荷重を有効に支持できるようになる屋根の支持
構造を提供するところにある。
It is an object of the present invention to provide a roof support structure which is capable of effectively supporting a roof load even if there is a roof support member arranged on the beam and not provided on the pillar. There is a place to do it.

【0006】[0006]

【課題を解決するための手段】本発明に係る屋根の支持
構造は、建物の柱の上に配置された第1の屋根支持部材
と、柱間に架け渡された梁の上に配置され、このため柱
の上に設けられていない第2の屋根支持部材とを含んで
構成され、前記建物は複数の建物ユニットで構成され、
前記柱はこの建物ユニットの柱とされ、前記梁はこの建
物ユニットの上梁とされ、第1と第2の屋根支持部材が
屋根構成部材を支持しているとともに、第1の屋根支持
部材と第2の屋根支持部材とが第1の屋根支持部材側に
上り勾配で傾斜した牽引部材で連結され、第1の屋根支
持部材は束とされていることを特徴とするものである。
A roof support structure according to the present invention is arranged on a first roof support member arranged on a pillar of a building and on a beam spanned between the pillars. Therefore, it is configured to include a second roof support member that is not provided on the pillar, the building is configured with a plurality of building units,
The pillars are the pillars of this building unit, and the beams are
Of the object unit, the first and second roof support members support the roof constituent members, and the first roof support member and the second roof support member are on the first roof support member side. The first roof support is connected to the first roof support
The holding member is a bundle .

【0007】以上において、第2の屋根支持部材の片側
だけに第1の屋根支持部材を設けてもよく、また、第2
の屋根支持部材の両側に第1の屋根支持部材を設けても
よく、このように第2の屋根支持部材の両側に第1の屋
根支持部材を設けた場合には、両方の第1の屋根支持部
材と第2の屋根支持部材とを前記牽引部材で連結する。
In the above, the first roof support member may be provided only on one side of the second roof support member, and the second roof support member may be provided.
The first roof support member may be provided on both sides of the roof support member of the above, and when the first roof support member is provided on both sides of the second roof support member as described above, both first roof support members are provided. The support member and the second roof support member are connected by the traction member.

【0008】[0008]

【0009】更に、第1,第2の屋根支持部材で支持さ
れる屋根構成部材は、工場で生産されて建物建設現場に
運ばれる屋根パネルでもよく、また、屋根を形成するた
めにの野地板等を建設現場作業で取り付ける垂木等であ
ってもよく、即ち、本発明に係る屋根は、パネル工法の
ものでもよく、また、在来工法のものでもよい。
Further, the roof constituent member supported by the first and second roof supporting members may be a roof panel produced in a factory and transported to a building construction site, and a roof plate for forming a roof. The roof according to the present invention may be a panel construction method or a conventional construction method.

【0010】[0010]

【作用】本発明では、第1の屋根支持部材と第2の屋根
支持部材とが第1の屋根支持部材側に上り勾配で傾斜し
た牽引部材で連結されているため、第2の屋根支持部材
に作用する屋根荷重は牽引部材で第1の屋根支持部材に
伝達されるとともに、牽引部材にはこの牽引部材に沿っ
た上り傾斜の牽引力が作用し、この牽引力により第2の
屋根支持部材が配置された梁に作用する屋根荷重が軽減
され、屋根荷重の支持を有効に行える。
According to the present invention, since the first roof support member and the second roof support member are connected to each other by the pulling member inclined upward on the first roof support member side, the second roof support member is connected. The roof load acting on the first roof support member is transmitted to the first roof support member by the traction member, and a traction force of an upslope along the traction member acts on the traction member, and the traction force disposes the second roof support member. The roof load acting on the fixed beam is reduced, and the roof load can be effectively supported.

【0011】また、第2の屋根支持部材の両側に第1の
屋根支持部材があり、両方の第1の屋根支持部材と第2
の屋根支持部材とが牽引部材で連結されているときに
は、2本の牽引部材に作用する牽引力で梁に作用する屋
根荷重を一層軽減できるとともに、これらの牽引部材の
牽引力のうち水平方向の成分は互いに打ち消し合うこと
になるため、この水平方向の成分で建物が変形等するの
を防止できる。
There is a first roof support member on both sides of the second roof support member, and both the first roof support member and the second roof support member are provided.
When the roof supporting member of is connected by a traction member, the traction force acting on the two traction members can further reduce the roof load acting on the beam, and the horizontal component of the traction force of these traction members is Since they cancel each other, it is possible to prevent the building from being deformed by the horizontal component.

【0012】[0012]

【実施例】以下の本発明の実施例を図面に基づいて説明
する。図1は、本実施例に係る屋根の支持構造が適用さ
れた建物1の要部を示し、この建物1は複数の建物ユニ
ット2を前後、左右、上下に組み合わせたユニット式建
物である。各建物ユニット2の骨組みは、図2、図3に
示されているように、四隅の4本の柱3と、これらの柱
3の上端間に架け渡された4本の上梁4と、柱3の下端
間に架け渡された4本の下梁5とを含んで構成されてい
る。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows a main part of a building 1 to which a roof support structure according to the present embodiment is applied, and this building 1 is a unit-type building in which a plurality of building units 2 are combined in the front, back, left, right, and top and bottom. As shown in FIGS. 2 and 3, the framework of each building unit 2 includes four pillars 3 at four corners, and four upper beams 4 bridged between the upper ends of these pillars 3, It is configured to include four lower beams 5 bridged between the lower ends of the columns 3.

【0013】図1の通り、建物ユニット2のうちの下屋
用建物ユニット2Aおよび玄関庇ユニット6の上部に設
けられる屋根7は、工場で生産されて建物建設現場に運
ばれた複数の屋根パネル8を組み合わせて構成されてお
り、これらの屋根パネル8は屋根構成部材となってい
る。各屋根パネル8は下屋用建物ユニット2Aおよび玄
関庇ユニット6の上面に設けられた束9〜12と屋根パ
ネル受けブラケット13〜24で支持されるようになっ
ており、束9〜12にはアームを介してまたは直接に載
置部材25が設けられ、これらの載置部材25およびブ
ラケット13〜24に載置された屋根パネル8がボルト
等の締結具で締結されて束9〜12、ブラケット13〜
24に取り付けられるようになっている。
As shown in FIG. 1, the roof 7 provided above the lower building unit 2A and the entrance unit 6 of the building unit 2 includes a plurality of roof panels produced in a factory and transported to a building construction site. 8 are combined, and these roof panels 8 are roof constituent members. Each roof panel 8 is adapted to be supported by the bundles 9 to 12 and the roof panel receiving brackets 13 to 24 provided on the upper surfaces of the shed building unit 2A and the entrance cover unit 6, and the bundles 9 to 12 are The placing members 25 are provided via the arms or directly, and the placing members 25 and the roof panels 8 placed on the brackets 13 to 24 are fastened by fasteners such as bolts to bundles 9 to 12 and the brackets. 13-
It is designed to be attached to 24.

【0014】束9〜12およびブラケット13〜24は
ベースプレート26を備え、これらのベースプレート2
6により下屋用建物ユニット2A、玄関庇ユニット6の
上面にボルト等の締結具で取り付けられる。
The bundles 9-12 and the brackets 13-24 comprise base plates 26, which
6 is attached to the upper surface of the shed building unit 2A and the entrance cover unit 6 with fasteners such as bolts.

【0015】図2の通り、束9および12は下屋用建物
ユニット2Aの柱3の上に配置され、また、束11およ
び屋根パネル受けブラケット20は柱3間に架け渡され
た上梁4の上に配置されている。即ち、これらの束11
および屋根パネル受けブラケット20は柱3の上に配置
されておらず、本実施例では、束9,12が第1の屋根
支持部材となっており、束11、屋根パネル受けブラケ
ット20が第2の屋根支持部材となっている。
As shown in FIG. 2, the bundles 9 and 12 are arranged on the pillars 3 of the shed building unit 2A, and the bundle 11 and the roof panel receiving bracket 20 are arranged on the upper beam 4 spanned between the pillars 3. Are placed on top of. That is, these bundles 11
The roof panel receiving bracket 20 is not arranged on the pillar 3, and in this embodiment, the bundles 9 and 12 are the first roof supporting members, and the bundle 11 and the roof panel receiving bracket 20 are the second roof supporting members. Has become a roof support member.

【0016】束9と束11は牽引部材27で連結され、
この牽引部材27は束9側に上り勾配で傾斜している。
また、束12とブラケット20は牽引部材28で連結さ
れ、この牽引部材28は束12側に上り勾配で傾斜して
いる。本実施例では、ブレースであるこれらの牽引部材
27,28はターンバックルであり、長さ調整自在とな
っている。
The bundle 9 and the bundle 11 are connected by a pulling member 27,
The pulling member 27 is inclined upward on the bundle 9 side.
Further, the bundle 12 and the bracket 20 are connected by a pulling member 28, and the pulling member 28 is inclined toward the bundle 12 at an upward slope. In this embodiment, these pulling members 27 and 28, which are braces, are turn buckles, and their lengths are adjustable.

【0017】図3は、牽引部材27で連結された束9と
11の部分における屋根荷重の作用図を示し、各建物ユ
ニット2は柱3、上梁4、下梁5の骨組みだけが示され
ている。屋根荷重、換言すると屋根パネル8の荷重は束
9と11、屋根パネル受けブラケット17で支持され、
束9およびブラケット17は柱3の上に配置されている
ため、これら9,17に作用する屋根パネル8の荷重は
柱3に伝達されて支持される。一方、束11は柱3の上
端間に架け渡された上梁4の上に配置され、その下には
柱3がないため、束11に作用する屋根パネル8の荷重
Wは上梁4の曲げ荷重になる。
FIG. 3 is a view showing the action of the roof load in the portions of the bundles 9 and 11 connected by the traction member 27. In each building unit 2, only the framework of the pillar 3, the upper beam 4 and the lower beam 5 is shown. ing. The roof load, in other words the load on the roof panel 8, is supported by the bundles 9 and 11, the roof panel support bracket 17,
Since the bundle 9 and the bracket 17 are arranged on the pillar 3, the load of the roof panel 8 acting on these pillars 9 and 17 is transmitted to and supported by the pillar 3. On the other hand, since the bundle 11 is arranged on the upper beam 4 spanned between the upper ends of the columns 3, and there is no column 3 below it, the load W of the roof panel 8 acting on the bundle 11 is equal to that of the upper beam 4. It becomes a bending load.

【0018】しかし、本実施例では、束11は束9側に
上り勾配で傾斜した牽引部材27で束9と連結されてい
るため、牽引部材27には荷重Wによる牽引力(引っ張
り力)Fが生じ、この牽引力Fの垂直方向の成分F1
束11と上梁4を持ち上げるように作用し、このため、
上梁4が下側に湾曲変形するのを防止でき、荷重Wを有
効に支持できる。
However, in this embodiment, since the bundle 11 is connected to the bundle 9 by the pulling member 27 that is inclined upward on the bundle 9 side, the pulling force (tensile force) F due to the load W is applied to the pulling member 27. Occurs and the vertical component F 1 of this traction force F acts to lift the bundle 11 and the upper beam 4, thus
The upper beam 4 can be prevented from being curved and deformed downward, and the load W can be effectively supported.

【0019】また、本実施例では、牽引部材27は長さ
調整自在なターンバックルであるため、牽引部材27を
束9と11との間に架け渡したとき、適度な緊張力を付
与でき、この結果荷重Wが生じたとき、上梁4が下側に
大きく変形する前に荷重Wに対する垂直成分F1 を有す
る牽引力Fを発生させることができる。
Further, in this embodiment, since the pulling member 27 is a turnbuckle whose length is freely adjustable, when the pulling member 27 is bridged between the bundles 9 and 11, an appropriate tension force can be given, As a result, when the load W is generated, the traction force F having the vertical component F 1 with respect to the load W can be generated before the upper beam 4 is largely deformed downward.

【0020】以上の屋根荷重の有効な支持は、図1、図
2で示した牽引部材28で連結されている束12とブラ
ケット20の箇所においても行われる。
The effective support of the roof load described above is also performed at the location of the bundle 12 and the bracket 20 which are connected by the pulling member 28 shown in FIGS.

【0021】図4は本発明の別実施例を示す。この図4
では、前記実施例と同じ機能の部材には同一符号を付し
ている。前記実施例では、柱3の上に配置された第1の
屋根支持部材である束9は上梁4の上に配置された第2
の屋根支持部材である束11の片側だけに設けられてい
たが、この実施例では、束9は束11の両側にあり、両
方の束9と束11は束9側に上り勾配で傾斜した牽引部
材27で連結されている。
FIG. 4 shows another embodiment of the present invention. This Figure 4
Then, the members having the same functions as those in the above-mentioned embodiment are designated by the same reference numerals. In the above embodiment, the bundle 9 which is the first roof support member arranged on the pillar 3 is the second roof support member arranged on the upper beam 4.
In this embodiment, the bundles 9 are located on both sides of the bundle 11, and both bundles 9 and 11 are inclined upward to the bundle 9 side. They are connected by a pulling member 27.

【0022】これによると、束11と上梁4に作用する
屋根パネル8の荷重Wは2本の牽引部材27に生ずる牽
引力F' の垂直方向の成分F'1で一層有効に支持される
ことになるとともに、これらの牽引部材27の牽引力
F' における水平方向の成分F'2は互いに逆向きとなる
ため、これらの成分F'2は相殺される。このため、束1
1には水平方向の荷重は作用せず、束11や建物ユニッ
ト2がこの水平方向の荷重で変形するのを防止できる。
[0022] According to this, the bundle 11 and the load W of the roof panels 8 which acts on the upper beam 4 can be more effectively supported by 'vertical component F' 1 tractive force F occurring two traction members 27 At the same time, the horizontal components F ′ 2 of the pulling force F ′ of the pulling members 27 are opposite to each other, and these components F ′ 2 are offset. Therefore, bundle 1
The load in the horizontal direction does not act on 1, and the bundle 11 and the building unit 2 can be prevented from being deformed by the load in the horizontal direction.

【0023】以上説明した各実施例は建物がユニット式
建物の場合であったが、本発明は柱、梁を有する在来工
法の軸組み式建物にも適用できる。
Although each of the embodiments described above is a unit type building, the present invention can also be applied to a conventional frame construction type building having columns and beams.

【0024】また、屋根は複数の屋根パネルによるもの
でもよく、在来の一般的屋根でもよい。
Further, the roof may have a plurality of roof panels, or may be a conventional general roof.

【0025】[0025]

【発明の効果】本発明によれば、柱の上に配置された第
1の屋根支持部材と梁の上に配置された第2の屋根支持
部材とを第1の屋根支持部材側に上り勾配で傾斜した牽
引部材で連結したため、牽引部材に生ずる牽引力で第2
の屋根支持部材に作用する屋根荷重を有効に支持できる
ようになり、梁の湾曲変形を防止できる。
According to the present invention, the first roof support member arranged on the pillar and the second roof support member arranged on the beam are sloped to the first roof support member side. Since it is connected by a traction member that is inclined at
The roof load acting on the roof support member can be effectively supported, and the curved deformation of the beam can be prevented.

【0026】また、第1の屋根支持部材を第2の屋根支
持部材の両側に設けた場合には、これらの屋根支持部材
の間に設けられた2本の牽引部材に生ずる牽引力の水平
方向の成分が相殺されることになり、第2の屋根支持部
材や建物が変形するのを防止できる。
Further, when the first roof support member is provided on both sides of the second roof support member, the traction force generated in the two traction members provided between these roof support members is in the horizontal direction. The components are offset, so that the second roof support member and the building can be prevented from being deformed.

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

【図1】本発明の一実施例が適用された建物の要部を示
す図で、屋根を想像線で示した図である。
FIG. 1 is a diagram showing a main part of a building to which an embodiment of the present invention is applied, and is a diagram showing a roof in an imaginary line.

【図2】図1の一部拡大図で、屋根を省略した図であ
る。
FIG. 2 is a partially enlarged view of FIG. 1 with a roof omitted.

【図3】屋根荷重の作用を示す図である。FIG. 3 is a diagram showing an action of a roof load.

【図4】本発明の別実施例を示す図3と同様の図であ
る。
FIG. 4 is a view similar to FIG. 3, showing another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 ユニット式建物 2 建物ユニット 3 柱 4 上梁 5 下梁 7 屋根 8 屋根構成部材である屋根パネル 9,12 第1の屋根支持部材である束 11 第2の屋根支持部材である束 20 第2の屋根支持部材である屋根パネル受けブラケ
ット 27,28 牽引部材
DESCRIPTION OF SYMBOLS 1 unit type building 2 building unit 3 pillar 4 upper beam 5 lower beam 7 roof 8 roof panels 9 and 12 which are roof constituent members 1st roof support member bunch 11 2nd roof support member bunch 20 second Roof panel receiving brackets 27 and 28 which are roof supporting members of traction members

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 建物の柱の上に配置された第1の屋根支
持部材と、柱間に架け渡された梁の上に配置され、柱の
上に設けられていない第2の屋根支持部材とを含んで構
成され、前記建物は複数の建物ユニットで構成され、前記柱はこ
の建物ユニットの柱とされ、前記梁はこの建物ユニット
の上梁とされ、 第1および第2の屋根支持部材が屋根構成部材を支持し
ているとともに、第1の屋根支持部材と第2の屋根支持
部材とが第1の屋根支持部材側に上り勾配で傾斜した牽
引部材で連結され 第1の屋根支持部材は束とされ ていることを特徴とする
屋根の支持構造。
1. A first roof support member arranged on a pillar of a building, and a second roof support member arranged on a beam spanned between the pillars and not provided on the pillar. And the building is composed of a plurality of building units, and the pillar is
Is a pillar of the building unit of the
And the first and second roof support members support the roof constituent members, and the first roof support member and the second roof support member rise to the first roof support member side. A roof support structure characterized in that the first roof support members are connected by a sloping traction member, and the first roof support member is a bundle .
【請求項2】 請求項1に記載の屋根の支持構造におい
て、第1の屋根支持部材は第2の屋根支持部材の両側に
あり、両方の第1の屋根支持部材と第2の屋根支持部材
とが前記牽引部材で連結されていることを特徴とする屋
根の支持構造。
2. The roof support structure according to claim 1, wherein the first roof support member is on both sides of the second roof support member, both the first roof support member and the second roof support member. A support structure for a roof, characterized in that and are connected by the traction member.
【請求項3】 請求項1または2に記載の屋根の支持構
造において、前記屋根構成部材は屋根パネルであること
を特徴とする屋根の支持構造。
3. The roof support structure according to claim 1 or 2 , wherein the roof component is a roof panel.
JP13701494A 1994-06-20 1994-06-20 Roof support structure Expired - Fee Related JP3522336B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13701494A JP3522336B2 (en) 1994-06-20 1994-06-20 Roof support structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13701494A JP3522336B2 (en) 1994-06-20 1994-06-20 Roof support structure

Publications (2)

Publication Number Publication Date
JPH084186A JPH084186A (en) 1996-01-09
JP3522336B2 true JP3522336B2 (en) 2004-04-26

Family

ID=15188810

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13701494A Expired - Fee Related JP3522336B2 (en) 1994-06-20 1994-06-20 Roof support structure

Country Status (1)

Country Link
JP (1) JP3522336B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4585676B2 (en) * 2000-09-14 2010-11-24 ミサワホーム株式会社 Roof support structure

Also Published As

Publication number Publication date
JPH084186A (en) 1996-01-09

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