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JPH0621484B2 - Roof structure - Google Patents
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JPH0621484B2 - Roof structure - Google Patents

Roof structure

Info

Publication number
JPH0621484B2
JPH0621484B2 JP25556489A JP25556489A JPH0621484B2 JP H0621484 B2 JPH0621484 B2 JP H0621484B2 JP 25556489 A JP25556489 A JP 25556489A JP 25556489 A JP25556489 A JP 25556489A JP H0621484 B2 JPH0621484 B2 JP H0621484B2
Authority
JP
Japan
Prior art keywords
climbing
roof
purlin
climbing beam
eaves
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
JP25556489A
Other languages
Japanese (ja)
Other versions
JPH03119243A (en
Inventor
智和 西尾
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.)
National House Industrial Co Ltd
Original Assignee
National House Industrial 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 National House Industrial Co Ltd filed Critical National House Industrial Co Ltd
Priority to JP25556489A priority Critical patent/JPH0621484B2/en
Publication of JPH03119243A publication Critical patent/JPH03119243A/en
Publication of JPH0621484B2 publication Critical patent/JPH0621484B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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  • Joining Of Building Structures In Genera (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、登梁と、一方の軒先と直交してのびる登り小
梁との接続を能率化できかつ該接続部の強度を向上しう
る屋根組構造に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention can efficiently connect a climbing beam and a climbing beam that extends orthogonally to one eave tip and improve the strength of the connection portion. Regarding the roof structure.

〔従来の技術〕[Conventional technology]

鋼製の架構材を用いた骨組体に、屋根パネル、壁パネル
等のパネル体を配することにより形成するプレハブ工法
の家屋が多用され、又このような家屋には、屋根の稜線
をなす主棟部と、この主棟部の端部からその両側の軒先
コーナ部にハ字状にのびる一対の下り棟部とを有する寄
せ棟状の屋根がときに採用される。又かかる屋根の屋根
組は、例えば前記主棟部に沿う棟木、降り棟部に沿う登
梁、軒先に直交しかつ前記登梁に接続される登り小梁、
さらには登梁間を水平に継ぐ母屋などの架構材を用いて
形成される。
Houses of prefabricated construction method, which is formed by arranging panel bodies such as roof panels and wall panels on a frame structure using steel frame materials, are often used, and in such houses, the ridgeline of the roof is mainly used. A parquet roof having a ridge and a pair of descending ridges extending from the end of the main ridge to the eave corners on both sides of the main ridge is sometimes used. Further, the roof set of such a roof is, for example, a purlin along the main ridge, a climbing beam along the descending ridge, a climbing beam crossing the eaves and connected to the climbing beam,
Furthermore, it is formed by using frame materials such as purlins that horizontally connect the climbing beams.

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

このような屋根組を有する家屋建築の生産性を高め、強
度、品質を向上するには、前記屋根組施工の作業性、強
度、品質の向上が前提となる。
In order to improve the productivity and improve the strength and quality of a house construction having such a roof set, improvement in workability, strength and quality of the roof set construction is a prerequisite.

他方、登梁は、通常、主棟部の端部と軒先コーナ部とを
連ねる長尺体からなる。
On the other hand, the climbing beam is usually a long body that connects the end of the main ridge and the corner of the eaves corner.

従来、軒先から直角にのびる登り小梁は前記登梁に直接
溶着され、又接続部を支持する束材などは設けられてお
らず、その結果、登梁の上方で交わる2つの傾斜屋根の
荷重が、該登梁に直接作用し、屋根組強度を低下させて
いた。
Conventionally, a climbing beam that extends at a right angle from the eaves is directly welded to the climbing beam, and there is no bundle material that supports the connection part. As a result, the load of two sloping roofs that intersect above the climbing beam is increased. However, it directly acted on the climbing beam and reduced the strength of the roof assembly.

本発明は、登梁と登り小梁との接続部近傍に束材を配す
ることにより、登梁に作用する荷重を下方に伝達でき、
屋根組強度を向上するとともに、品質の安定に役立つ屋
根組構造の提供を目的としている。
The present invention, by arranging the bundle material in the vicinity of the connecting portion between the climbing beam and the climbing beam, it is possible to transmit the load acting on the climbing beam downward,
The purpose is to provide a roof structure that improves the strength of the roof structure and helps stabilize the quality.

〔課題を解決するための手段〕[Means for Solving the Problems]

本発明は、主棟部の端部から、該主棟部両側の軒先コー
ナ部にのびる降り棟部に沿って登梁を配しかつ該登梁
に、下端が軒先にのびかつ該軒先と直交する登り小梁の
上端を接続するとともに、接続部の近傍において前記登
梁の下面と、該登梁下方かつ軒先と直交する水平な梁材
とを結ぶ束材を配してなる屋根組構造である。
The present invention provides a climbing beam extending from the end of the main ridge along the descending ridge that extends to the eaves corners on both sides of the main ridge, and the lower end extends to the eaves and is orthogonal to the eaves. In the roof construction structure, which connects the upper ends of the climbing beam, and arranges a bundle member connecting the lower surface of the climbing beam and a horizontal beam member that is below the climbing and is orthogonal to the eaves in the vicinity of the connecting portion. is there.

〔作用〕[Action]

登梁と登り小梁との接続部近傍に、登梁とその下方に位
置する梁材とを継ぐ束材を設けることにより、該登梁の
両側にのびる傾斜屋根に作用する荷重を、束材を介して
梁材に伝達でき、屋根組強度を向上する。
By providing a bundle member that connects the climbing member and the beam members located below it in the vicinity of the connection portion between the climbing beam and the climbing beam, the load acting on the sloping roof extending on both sides of the climbing beam can be reduced. Can be transmitted to the beam through the, and the strength of the roof assembly is improved.

〔実施例〕〔Example〕

以下本発明の一実施例を図面に基づき説明する。 An embodiment of the present invention will be described below with reference to the drawings.

第1図は本発明の屋根組構造が採用される屋根組の一例
を、各部材を簡略化して図示するとともに、第2図はそ
の一部を拡大した平面図であって、屋根組には、第3図
に示すように、屋根パネルPを添設することによって、
主棟部Aと、該主棟部Aの端部から該主棟部A両側の軒
先コーナ部Cにのびる2つの降り棟部B、Bとを有し、
該降り棟部B、Bが挟む傾斜屋根R1と、この傾斜屋根
R1が降り棟部Bを挟んで向き合いかつ主棟部Aに連な
る傾斜屋根R2、R2とを具える寄せ棟状の屋根を形成
している。
FIG. 1 shows an example of a roof set in which the roof set structure of the present invention is adopted by simplifying each member, and FIG. 2 is a plan view in which a part thereof is enlarged. , As shown in FIG. 3, by installing a roof panel P,
It has a main ridge section A and two descending ridge sections B, B extending from the end of the main ridge section A to the eave corners C on both sides of the main ridge section A,
A roof-like roof is formed, which includes a sloping roof R1 sandwiched between the descending ridge portions B and B, and sloping roofs R2 and R2 facing the sandwich ridge portion R1 across the descending ridge portion B and connected to the main ridge portion A. is doing.

なお屋根パネルPは、第3図に示す場合には、傾斜屋根
R1の両側に位置する三角形状の屋根パネルP1、P1
と、その内側かつ主棟部Aの端部で分かれる台形状の屋
根パネルP2、P2、傾斜屋根R2に位置し、前記屋根
パネルP1、P2に側端面が合う三角形状、台形状の屋
根パネルP3、P4及び主棟部Aからのびる矩形の屋根
パネルP5を含んでいる。主棟部A、降り棟部Bには雨
カバー10Aが取付き、又軒先を軒先カバー10Bが囲
む。
In the case shown in FIG. 3, the roof panels P are triangular roof panels P1 and P1 located on both sides of the sloping roof R1.
And a trapezoidal roof panel P3 that is located inside the trapezoidal roof panels P2 and P2 and a sloping roof R2 that are divided at the end of the main ridge A, and whose side end faces match the roof panels P1 and P2. , P4 and a rectangular roof panel P5 extending from the main ridge A. A rain cover 10A is attached to the main ridge A and the descending ridge B, and the eaves cover 10B surrounds the eaves.

さらに屋根パネルPは、前記矩形の屋根パネルP5を例
にとり第4図に示すように、枠材Pa…を接合した周囲
枠Pbに上面に、野地板Pc、防水シートPdを介して
屋根葺き材Peを載設しており、又軒先に位置する前記
枠材Paには、断面L字の面戸材Pfを取付けている。
なお枠材PaはウエブPa1の上端に上のフランジPa
2を、又下端に下のフランジPa3を夫々内向きに突出
させた溝形鋼からなり、又該屋根パネルPは、着脱自在
な吊上げ金具Pgを用いて、屋根組の施工後に、クレー
ン等により吊上げられ、屋根組上に載設されることによ
り家屋の屋根を形成する。なお三角形状、台形状の前記
屋根パネルP1〜P4は、夫々三角形、台形の周囲枠P
bを具える。
Furthermore, as shown in FIG. 4, the roof panel P is a roofing material with a rectangular roof panel P5 as an example and a peripheral frame Pb joined with frame materials Pa ... Pe is mounted and a door material Pf having an L-shaped cross section is attached to the frame member Pa located at the eaves end.
The frame material Pa is the upper flange Pa on the upper end of the web Pa1.
No. 2 and a lower flange Pa3 at the lower end thereof are made of channel steel projecting inward, respectively, and the roof panel P is provided with a detachable hoisting metal fitting Pg. The roof of the house is formed by being hung up and placed on the roof set. The triangular and trapezoidal roof panels P1 to P4 are triangular and trapezoidal peripheral frames P, respectively.
b.

第1図に示す屋根組は、前記主棟部Aに沿う棟木11
と、前記降り棟部Bに沿うことにより、その上端が前記
棟木11の端部と交わりかつ棟木・登梁接合金具2を用
いて接合される登梁12、12と、前記傾斜屋根R1と
同一傾斜で傾きかつ前記登梁12、12間に、登梁・母
屋接合金具3、3を用いて接合される母屋13と、前記
母屋13の上方において、登梁12から前記傾斜屋根R
2に沿い軒先と直交して配されるとともに登梁・登り小
梁接合金具4を用いて接合される本発明に係る登り小梁
14と、その接続部近傍を、登梁12下面で補強する本
発明に係る束材5と、前記棟木11から傾斜屋根R2に
沿い軒先と直交して配される合掌材15とを含む。又屋
根組には、登り小梁14下端部を支持する束材の支持材
14Aを配する一方、前記登梁12上面には、前記屋根
パネルPの側端面を受ける屋根パネル固定金具6…を設
けるとともに、該屋根組は、本体骨組上に載設される。
The roof set shown in FIG. 1 is a purlin 11 along the main ridge portion A.
The same as the slanted roof R1 and the climbing beams 12 and 12 whose upper end intersects with the end of the purlin 11 and is joined by using the purlin / trailing joint fitting 2 by following the descending ridge portion B. A purlin 13 which is inclined and inclined and is joined between the climbing beams 12 and 12 by using climbing / purlin joining metal fittings 3 and 3, and above the purlin 13, from the climbing beam 12 to the slanted roof R
2, the climbing beam 14 according to the present invention, which is arranged orthogonally to the eaves and is joined using the climbing beam joining metal fitting 4, and the vicinity of the connecting portion are reinforced by the underside of the climbing beam 12. It includes a bundle material 5 according to the present invention, and a palm material 15 arranged from the purlin 11 along the sloping roof R2 at right angles to the eaves. Further, a support member 14A of a bundle material for supporting the lower end portion of the climbing beam 14 is arranged in the roof assembly, while a roof panel fixing metal fitting 6 for receiving a side end surface of the roof panel P is provided on the upper surface of the climbing beam 12. As provided, the roof frame is mounted on the main frame.

本体骨組は、前記軒先コーナ部Cに立設されるコーナの
柱16A、16Aと、その間かつ前記傾斜屋根R1の軒
先に沿い配される中の柱16B、16Bと、傾斜屋根R
2の軒先に沿う中の柱16C(総称するとき柱16とい
う)を具える。又柱16A、16B、16B間にはその
上端を結ぶ内、外の鼻母屋17A、17B、17B、柱
16A、16C間を結ぶ鼻母屋17C、17C(総称す
るとき鼻母屋17という)が夫々架け渡される。又柱1
6B、16B、16Cには、各軒先と直交する梁材18
A、18A、18Bを突出するとともに、前記鼻母屋1
7Cには、前記登り小梁14の下方に位置して該鼻母屋
17Cと直交しかつ前記梁材18A、18Aに交わる他
の梁材18Cが配置される。
The main frame is composed of corner pillars 16A and 16A standing on the eave corner C, middle pillars 16B and 16B arranged between them and along the eaves of the sloping roof R1, and a sloping roof R.
It is provided with a pillar 16C (which is referred to as a pillar 16 when collectively referred to) inside the two eaves. Further, between the pillars 16A, 16B, 16B, upper and lower nasal purlins 17A, 17B, 17B, and the nose purlins 17C, 17C (generally referred to as the nose purlins 17) connecting the pillars 16A, 16C are provided. Passed. Pillar 1
6B, 16B and 16C have beam members 18 orthogonal to the eaves points.
A, 18A, 18B are projected and the nose purlin 1
Another beam member 18C, which is located below the climbing beam 14 and is orthogonal to the nose purlin 17C and intersects with the beam members 18A, 18A, is arranged at 7C.

又本体骨組には、前記中の柱16B、16Bの上端に位
置して前記屋根パネルPを受ける柱上パネル受具7、7
が配されるとともに、前記コーナの柱16A、16A上
端の接合金具8A、8Aを用いて前記登梁12下端を固
定し、又中の柱16C上端の接合金具8Bによって、前
記合掌材15下端を固定する。
Further, in the main body frame, there are pillar top panel receivers 7 and 7 which are located at the upper ends of the pillars 16B and 16B inside and which receive the roof panel P.
And the lower ends of the climbing beams 12 are fixed by using the joint fittings 8A, 8A at the upper ends of the corner pillars 16A, 16A, and the lower end of the joint material 15 is fixed by the joint fittings 8B at the upper end of the middle pillar 16C. Fix it.

又前記鼻母屋17A、17C上には、屋根パネルPを支
持するパネル受金具9…が設けられる。
Further, on the nose purlins 17A, 17C, panel support fittings 9 ... For supporting the roof panel P are provided.

前記棟木11、登梁12、母屋13、登り小梁14、合
掌材15、鼻母屋17、梁材18は、ともにウエブaの
上下に上のフランジb、下のフランジcを設けた溝形鋼
からなり、又本例では、前記柱16も溝形鋼を用いて形
成される。なお柱16の溝部に向く鼻母屋17は、前記
溝部からのびる継ぎ板16aを用いて固定し、柱16の
フランジb、cに向く鼻母屋17は、上面を前記接合金
具8A、8Bによりかつ下面をL字金具16b…によっ
て固定する。
The purlins 11, climbing beams 12, purlins 13, climbing crossbeams 14, cross-members 15, nose purlins 17, and beam members 18 are all channel steels having upper and lower flanges b and lower flanges c of a web a. Further, in this example, the pillar 16 is also formed by using channel steel. The nose purlin 17 facing the groove of the pillar 16 is fixed by using a joint plate 16a extending from the groove, and the nose purlin 17 facing the flanges b and c of the pillar 16 has an upper surface formed by the joining metal fittings 8A, 8B and a lower surface. Are fixed by L-shaped metal fittings 16b ....

又前記棟木11は、前記合掌材15で途切れる棟木11
A、11Bを含み、各棟木11A、11Bは前記合掌材
15の合わせ部から一体にのびる継ぎ板15aにより水
平に前記主棟部Aに沿って固定される。
In addition, the purlin 11 is a purlin 11 which is cut off by the plywood material 15.
Each of the purlins 11A and 11B, including A and 11B, is horizontally fixed along the main ridge portion A by a joint plate 15a extending integrally from the joint portion of the palm material 15.

前記降り棟部Bに沿う登梁12には、第5、6図に示す
ように、上端に位置する前記棟木・登梁接合金具2と、
ほぼ中間に位置する登梁・母屋接合金具3と、下端に位
置し前記接合金具8Aに接続される継ぎ板12Aと、前
記登梁・登り小梁接合金具4の取付位置にあり、かつ
上、下のフランジb、cを継ぐとともに該登梁12の長
手方向に直角な取付板12Bとが予め取付けられる。
As shown in FIGS. 5 and 6, the climbing member 12 along the descending ridge portion B is provided with the purlin-to-beam joining metal fitting 2 located at the upper end,
At the mounting position of the climbing / climbing joint fitting 3, which is located at approximately the middle, the joint plate 12A located at the lower end and connected to the joining metal 8A, and above, The lower flanges b and c are joined together, and a mounting plate 12B perpendicular to the longitudinal direction of the climbing beam 12 is mounted in advance.

前記棟木・登梁接合金具2は、第5〜7図、第10〜1
2図に示すように、前記登梁12のウエブaに取付く登
梁固定片21と、該登梁固定片21に連なりかつ前記棟
木11のウエブaに合う棟木取付片22とを具え、該棟
木取付片22は、登梁固定片21に対して、前記棟木1
1と登梁12とが交わる各ウエブa、aの交わる角度で
折曲がる。
The purlin and climbing joint fittings 2 are shown in Figs.
As shown in FIG. 2, it comprises a climbing fixing piece 21 attached to the web a of the climbing beam 12, and a purlin attaching piece 22 which is continuous with the climbing fixing piece 21 and fits the web a of the purlin 11. The purlin mounting piece 22 is different from the climbing fixing piece 21 in the purlin 1
Each web a at which 1 and the climbing beam 12 intersect is bent at an intersection angle of a.

該棟木・登梁接合金具2は、登梁固定片21により、各
登梁12、12のウエブa、aの向き合う側面に夫々ボ
ルト結合される。
The purlin-to-beam joint fitting 2 is bolted to the side faces of the webs a of the climbers 12 and 12 facing each other by a climbing fixing piece 21.

又登梁12、12の建込みに際して、各登梁12、12
の棟木取付片22、22を、先行して建込んだ棟木11
のウエブaを挟んで、その孔部を通るボルトを用いて結
合する。
In addition, when building the climbing beams 12, 12, each climbing beam 12, 12
Purlin 11 which was built in advance with purlin attachment pieces 22, 22 of
The web a is sandwiched, and the bolts passing through the holes are used for the connection.

これにより、登梁12の上端と、棟木11の端部とは、
一体かつ強固に接合でき、その取付け構造が簡略化でき
る。
As a result, the upper end of the climbing beam 12 and the end of the purlin 11 are
It can be integrally and firmly joined and its mounting structure can be simplified.

前記登梁・母屋接合金具3は、第2図、第5、6図、第
8図、第13図に示すごとく、前記登梁12のウエブa
に予め固定される登梁固定片31と、前記母屋13のウ
エブaに合う母屋取付片32とを具えている。
As shown in FIGS. 2, 5, 6, 8, and 13, the climbing and purlin joining fitting 3 is a web a of the climbing 12.
It has a climbing fixing piece 31 fixed in advance and a purlin attachment piece 32 that fits the web a of the purlin 13.

前記登梁固定片31は、両端部には、該登梁固定片31
と直角に折曲がる張出し片33、34を設けるととに、
下方の前記張出し片34の外端を折曲げることにより、
前記母屋取付片32を形成している。なお張出し片3
3、34は、台形状をなすことにより、前記登梁固定片
31を登梁12をウエブaにボルト止めしたとき、該母
屋取付片32が、前記母屋13の方向に水平にのびしか
も前記傾斜屋根R1を含む平面に直交する。これによ
り、母屋取付片32に母屋13のウエブaをボルト止め
したときには、該母屋13は、傾斜屋根R1と同じ勾配
で傾く。なお該登梁・母屋接合金具3には、前記登梁固
定片31、母屋取付片32、張出し片33、34を各中
間高さで結合する補強片35を設け、又登梁12のウエ
ブaの裏面には裏打板12Cを取付けている。
The climbing fixing pieces 31 have the climbing fixing pieces 31 at both ends.
And the provision of overhanging pieces 33, 34 that are bent at a right angle,
By bending the outer end of the protruding piece 34 below,
The purlin attachment piece 32 is formed. Overhang piece 3
When the climbing fixing piece 31 is bolted to the web a, the purlin attachment pieces 32 extend horizontally in the direction of the purlin 13 and are inclined as described above. It is orthogonal to the plane containing the roof R1. Thereby, when the web a of the purlin 13 is bolted to the purlin attachment piece 32, the purlin 13 is inclined at the same slope as the inclined roof R1. The climbing and purlin joining fitting 3 is provided with a reinforcing piece 35 for connecting the climbing fixing piece 31, the purlin attaching piece 32, and the overhanging pieces 33 and 34 at each intermediate height. A backing plate 12C is attached to the back surface of the.

従って、登梁12に前記登梁・母屋接合金具3を予め取
付けたうえ、該登梁12を架け渡すことによって、前記
母屋13は能率よく高精度に取付けうる。
Accordingly, the purlin 13 can be efficiently and highly accurately mounted by mounting the climbing / purlin joining fitting 3 on the climbing 12 in advance and then bridging the climbing 12.

本発明の屋根組構造は、登梁12と前記登り小梁14と
を接続しかつ登梁12の下面かつ接続部近傍に束材5を
設けるものであり、登梁12と登り小梁14とは、登梁
・登り小梁接合金具4を用いて接合される。
The roof assembly structure of the present invention connects the climbing beam 12 and the climbing beam 14 and provides the bundle 5 on the lower surface of the climbing beam 12 and in the vicinity of the connection portion. Are joined using a climbing / climbing beam connecting fitting 4.

前記登梁・登り小梁接合金具4は、第2図、第14図に
示すように、平板の折曲げ体であって、前記登り小梁1
4上端のウエブaに予めボルト止めされる登り小梁取付
片41と、登梁12の前記取付板12Bに取付く登梁固
定片42とを具える。又登り小梁14に予着される登り
小梁取付片41は、登梁固定片42が、前記取付板12
Bにボルト結合されることにより、前記登り小梁14
を、軒先と直交しかつ上のフランジbの上面が傾斜屋根
R2を含む面と平行となるように、登梁固定片42に対
して傾く。又登梁・登り小梁接合金具4は、前記のごと
く、登り小梁取付片41により予め登り小梁14にボル
ト止めされており、従ってその登梁固定片42を前記取
付板12Bにボルト結合することにより、登り小梁14
は、正しく取付けうる。なお登り小梁14の下端部は、
前記梁材18C上の前記支持材14Aにより支持させ
る。
As shown in FIGS. 2 and 14, the climbing / climbing beam connecting fitting 4 is a flat plate bent body, and the climbing beam 1 is
4 A climbing beam attachment piece 41 that is bolted to the web a at the upper end in advance, and a climbing beam fixing piece 42 that is attached to the attachment plate 12B of the climbing beam 12. Further, in the climbing beam attachment piece 41 pre-attached to the climbing beam 14, the climbing beam fixing piece 42 is the attachment plate 12 described above.
By being bolted to B, the climbing beam 14
Is inclined with respect to the climbing fixing piece 42 so that it is orthogonal to the eaves tip and the upper surface of the upper flange b is parallel to the surface including the inclined roof R2. Further, the climbing / climbing beam connecting fitting 4 is previously bolted to the climbing beam 14 by the climbing beam mounting piece 41 as described above. Therefore, the climbing beam fixing piece 42 is bolted to the mounting plate 12B. By doing, climbing beam 14
Can be installed correctly. The lower end of the climbing beam 14 is
It is supported by the support member 14A on the beam member 18C.

前記束材5は、第14、15図に示すごとく、前記梁材
18C上面にボルト止めされる底板51に、支柱材52
を介して、登梁12下面をボルト止めする受片53を設
けている。
As shown in FIGS. 14 and 15, the bundle member 5 includes a bottom member 51 bolted to the upper surface of the beam member 18C and a support member 52.
A receiving piece 53 for bolting the lower surface of the climbing beam 12 is provided via the.

又前記登梁12と梁材18Cとは約45度の角度をなす
ことにより、前記底片51と受片53とは、平面におい
て同角度で傾く。又左右の束材5、5において、互いに
逆に傾く。
Further, since the climbing beam 12 and the beam member 18C form an angle of about 45 degrees, the bottom piece 51 and the receiving piece 53 are inclined at the same angle in a plane. Further, the left and right bundles 5 and 5 are inclined in opposite directions.

このように、登梁12と登り小梁14とは、登梁・登り
小梁接合金具4を用いて接続するとともに、その接続部
近傍において、登梁12とその下方の梁材18Cとの間
を前記束材5により接続している。従って登り小梁14
の取付けを能率化しかつ取付精度を高めると同時に、接
続部において登梁12に作用する荷重を前記梁材18C
に伝達でき、屋根組強度を向上できる。
In this way, the climbing beam 12 and the climbing beam 14 are connected by using the climbing / climbing beam joining metal fitting 4, and the climbing beam 12 and the beam member 18C therebelow are connected in the vicinity of the connecting portion. Are connected by the bundle 5. Therefore, climbing beam 14
Of the beam member 18C at the connection portion while simultaneously increasing the efficiency of mounting and increasing the mounting accuracy.
And the strength of the roof assembly can be improved.

さらに、登梁12の上面には前記のごとく、屋根パネル
固定金具6を取付け、該登梁12上で交わる2つの傾斜
屋根R1、R2をなす前記屋根パネルPの側端面dをボ
ルト止めしている。
Further, the roof panel fixing bracket 6 is attached to the upper surface of the climbing beam 12 as described above, and the side end surface d of the roof panel P forming the two sloping roofs R1 and R2 intersecting on the climbing beam 12 is bolted. There is.

前記屋根パネル固定金具6は、第16、17図に詳示す
るごとく、左右一対の屋根パネル固定金具片6A、6B
を含む。
The roof panel fixing bracket 6 has a pair of left and right roof panel fixing brackets 6A and 6B, as shown in detail in FIGS.
including.

前記屋根パネル固定金具片6A、6Bは登梁12の上面
にボルト止めされる底片61から立上がる立片62の上
端に、前記屋根パネルPの側端面dに合わせて折曲がる
ことにより、該側端面dに接するパネル取付片63を設
けている。又、屋根パネル固定金具片6A、6Bは、該
底片61を前記上のフランジbに固定し、かつパネル取
付片63に向く枠材Paをボルト結合することにより、
屋根パネルPの側端面dを所定の傾斜角度で能率よく固
定できる。又前記立片62の高さを変えることによっ
て、屋根パネルPの取付高さを自在に設定できる。
The roof panel fixing bracket pieces 6A and 6B are bent at the upper end of a standing piece 62 rising from a bottom piece 61 bolted to the upper surface of the climbing beam 12 in accordance with the side end surface d of the roof panel P, thereby A panel mounting piece 63 that contacts the end surface d is provided. Further, the roof panel fixing metal fittings 6A and 6B are obtained by fixing the bottom piece 61 to the upper flange b and connecting the frame member Pa facing the panel mounting piece 63 by bolts.
The side end surface d of the roof panel P can be efficiently fixed at a predetermined inclination angle. Further, by changing the height of the standing piece 62, the mounting height of the roof panel P can be freely set.

なお第1図に示すように、棟木11上にも、このような
屋根パネル固定金具6を用いることもできるとともに、
隣り合う屋根パネルP、P間にはその取付後に前記雨カ
バー10Aが取付けられる。
As shown in FIG. 1, such a roof panel fixing bracket 6 can be used on the purlin 11 as well.
The rain cover 10A is attached between the adjacent roof panels P, P after the attachment.

〔発明の効果〕〔The invention's effect〕

このように、本考案の屋根組構造は、登梁と登り小梁と
の接続部近傍に、登梁とその下方に位置する梁材とを継
ぐ束材を設けているため、該登梁の両側の傾斜屋根に作
用する荷重を、登梁、束材を介して梁材に伝達でき、屋
根組強度を向上し、品質の安定化に役立つ。
As described above, in the roof construction structure of the present invention, since the bundle material that joins the climbing beam and the beam material located below the connection beam is provided in the vicinity of the connection portion between the climbing beam and the climbing beam, The load that acts on the sloping roofs on both sides can be transmitted to the beams through climbing beams and bundles, which improves the roof assembly strength and helps stabilize the quality.

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

第1図は本発明の構造が採用される屋根組を例示する斜
視図、第2図は本発明の一実施例を示す平面図、第3図
は第1図の屋根組に載置される屋根パネルの配置を略示
する斜視図、第4図は屋根パネルの一例を示す斜視図、
第5図は登梁を示す正面図、第6図はその平面図、第7
図は棟木・登梁接合金具の取付状態を示すI−I線矢視
図、第8図は登梁・母屋接合金具の取付状態を示す第5
図のII−II線断面図、第9図は第5図のIII−III線断面
図、第10図は棟木・登梁接合金具を例示する斜視図、
第11図は棟木・登梁接合金具の取付状態を示す平面
図、第12図はその正面図、第13図は登梁・母屋接合
金具を例示する斜視図、第14図は本発明の一実施例を
拡大して示す正面図、第15図は束材を例示する正面
図、第16図は屋根パネル固定金具を例示する斜視図、
第17図はその取付状態を示す断面図である。 4……登梁・登り小梁接合金具、5……束材、 11……棟木、12……登梁、14……登り小梁、 41……登り小梁取付片、42……登梁固定片、 A……主棟部、B……降り棟部。
FIG. 1 is a perspective view illustrating a roof set in which the structure of the present invention is adopted, FIG. 2 is a plan view showing an embodiment of the present invention, and FIG. 3 is mounted on the roof set of FIG. FIG. 4 is a perspective view schematically showing the arrangement of roof panels, FIG. 4 is a perspective view showing an example of roof panels,
FIG. 5 is a front view showing a climbing beam, FIG. 6 is a plan view thereof, and FIG.
Fig. 8 is a view from the direction of the arrows I-I showing the fitting of the purlin / climbing joint fitting, and Fig. 8 is the No. 5 showing the fitting of the climbing / purlin joint fitting.
II-II sectional view taken along the line in FIG. 9, FIG. 9 is a sectional view taken along the line III-III in FIG. 5, and FIG.
FIG. 11 is a plan view showing the attachment state of the purlin / climbing joint fitting, FIG. 12 is its front view, FIG. 13 is a perspective view illustrating the climbing / purlin joint fitting, and FIG. 14 is one of the present invention. The front view which expands and shows an Example, FIG. 15 is a front view which illustrates a bundle, FIG. 16 is a perspective view which illustrates a roof panel fixing metal fitting,
FIG. 17 is a sectional view showing the attached state. 4 …… Climbing / Climbing beam connecting metal fittings, 5 …… Bundling material, 11 …… Bridge, 12 …… Climbing beam, 14 …… Climbing beam, 41 …… Climbing beam mounting piece, 42 …… Climbing beam Fixed piece, A …… Main wing section, B …… Driving wing section.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】主棟部の端部から、該主棟部両側の軒先コ
ーナ部にのびる降り棟部に沿って登梁を配しかつ該登梁
に、下端が軒先にのびかつ該軒先と直交する登り小梁の
上端を接続するとともに、接続部の近傍において前記登
梁の下面と、該登梁下方かつ軒先と直交する水平な梁材
とを結ぶ束材を配してなる屋根組構造。
Claims: 1. A climbing beam is arranged along an alighting ridge portion extending from the end of the main ridge to the eaves corners on both sides of the main ridge, and the lower end extends to the eaves and the eaves. A roof assembly structure that connects the upper ends of orthogonal climbing beams and arranges a bundle material that connects the lower surface of the climbing beam and a horizontal beam material that is below the climbing and is orthogonal to the eaves in the vicinity of the connecting portion. .
JP25556489A 1989-09-30 1989-09-30 Roof structure Expired - Lifetime JPH0621484B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25556489A JPH0621484B2 (en) 1989-09-30 1989-09-30 Roof structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25556489A JPH0621484B2 (en) 1989-09-30 1989-09-30 Roof structure

Publications (2)

Publication Number Publication Date
JPH03119243A JPH03119243A (en) 1991-05-21
JPH0621484B2 true JPH0621484B2 (en) 1994-03-23

Family

ID=17280474

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25556489A Expired - Lifetime JPH0621484B2 (en) 1989-09-30 1989-09-30 Roof structure

Country Status (1)

Country Link
JP (1) JPH0621484B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7439777B2 (en) * 2021-02-03 2024-02-28 積水ハウス株式会社 roof frame structure

Also Published As

Publication number Publication date
JPH03119243A (en) 1991-05-21

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