JPH03119243A - Roof truss construction - Google Patents

Roof truss construction

Info

Publication number
JPH03119243A
JPH03119243A JP25556489A JP25556489A JPH03119243A JP H03119243 A JPH03119243 A JP H03119243A JP 25556489 A JP25556489 A JP 25556489A JP 25556489 A JP25556489 A JP 25556489A JP H03119243 A JPH03119243 A JP H03119243A
Authority
JP
Japan
Prior art keywords
ascending
climbing
girders
roof
ridge
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.)
Granted
Application number
JP25556489A
Other languages
Japanese (ja)
Other versions
JPH0621484B2 (en
Inventor
Tomokazu Nishio
西尾 智和
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

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

Abstract

PURPOSE:To make it possible to increase the strength of a roof truss by arranging ascending girders along a descending ridge extending to eaves corners in both sides of a main ridge section, and providing strut members connecting the ascending girders and girder members located downward of them. CONSTITUTION:Ascending girders 12 intersecting with the ends of a ridge board along the ridge board 11 along a main ridge section A and a descending ridge section B and joining with the ridge board/ascending girders joining metal fittings 2 are provided. After that, a main building 13 having the same inclination as that of an inclined roof and joining by making use of ascending girders and main building joining metal fittings 3 between the ascending girders 12 is provided. Ascending beams 14 joining by making use of the ascending girders/ ascending beams joining metal fitting 4 and strut members 5 reinforcing around the connection under the ascending girders 12 are provided. In addition, a principal rafter member 15 and roof panel fixed metal fittings 6 on the surface of the ascending girders 12 are provided along the inclined roof from the ridge board 11. According to the constitution, load acting on the inclined roof can be transferred to beam members.

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] [Field of Industrial Application] The present invention can streamline the connection between a climbing beam and a small climbing beam that extends perpendicularly to one eaves edge, and can improve the strength of the connection. Regarding roof frame structure.

〔従来の技術〕[Conventional technology]

H!!の架構材を用いた骨組体に、xiI!l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
有する寄せ棹状の屋根がときに採用される。又かかるM
m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。
H! ! xiI! l panel,
Prefabricated houses, which are formed by arranging panel bodies such as wall panels, are often used, and such houses have a main ridge that forms the ridgeline of the roof, and a wall extending from the end of the main ridge on both sides. A hip-shaped roof with a pair of descending ridges extending in a V-shape at the corners of the eaves is sometimes adopted. It takes M again
The roof assembly of m includes, for example, a ridgepole along the main ridge, a climbing beam along the descending ridge, a small climbing beam that is perpendicular to the eaves and connected to the climbing beam, and a main building that connects the climbing beams horizontally. It is formed using frame materials.

〔発明が解決しようとする課題〕[Problem 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tiuu施工の作業性
、強度、品質の向上が前提となる。
In order to increase the productivity, strength, and quality of building a house with such a roof assembly, it is necessary to improve the workability, strength, and quality of the roof construction.

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, a climbing beam usually consists of a long body that connects the end of the main ridge and the corner of the eaves.

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、M種紐強度を低下させて
いた。
Conventionally, the small climbing beams extending perpendicularly from the eaves were welded directly to the climbing beams, and no bundles were provided to support the joints. However, this directly affected the climbing and reduced the strength of the M-type string.

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。
In the present invention, the load acting on the climbing beam can be transmitted downward by placing the bundle material near the connection between the climbing beam and the climbing small beam.
The aim is to provide a roof assembly structure that improves roof assembly strength and helps stabilize quality.

〔課題を解決するための手段〕[Means to solve the problem]

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、咳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 that extends from the end of the main ridge section to the eaves corners on both sides of the main ridge section along a descending ridge section, and the lower end of the climbing beam extends to the eaves and is perpendicular to the eaves corner. A roof assembly structure in which the upper ends of the climbing beams are connected, and bundles are arranged near the connection part to connect the lower surface of the climbing beams with horizontal beams below the climbing beams and perpendicular to the eaves. be.

〔作用〕[Effect]

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
画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 material that connects the climbing beam and the beam material located below it near the connection between the climbing beam and the small climbing beam, the load acting on the sloped roof extending toward the picture side of the climbing beam can be bundled. It can be transmitted to the beams through the materials, improving the strength of the roof assembly.

〔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 based on 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とを存し、
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とを具える寄せ練状の屋根を形成
している。
FIG. 1 shows an example of a roof assembly in which the roof assembly structure of the present invention is adopted, with each member simplified, and FIG. 2 is a partially enlarged plan view. , by attaching the roof panel P as shown in Figure 3,
It has a main ridge part A, and two lower ridge parts B, B extending from the end of the main ridge part A to the eave corner parts C on both sides of the main ridge part A,
A sloping roof R1 is sandwiched between the descending ridge portions B and B, and a pitched roof R2, which faces the descending ridge portion B and is connected to the main ridge portion A, forms a groin-like roof. are 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、Pl
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、R2、傾斜屋根R2に位置し、前記屋根
パネルP1、R2に側端面が合う三角形状、台形状の屋
根パネルP3、R4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108が囲
む。
In addition, in the case shown in FIG. 3, the roof panels P are triangular roof panels P1 and Pl located on both sides of the sloping roof R1.
and a trapezoidal roof panel P2, R2 which is separated at the end of the main ridge part A on the inner side thereof, and a triangular, trapezoidal roof panel P3 which is located on the sloped roof R2 and whose side end faces match the roof panels P1 and R2. , R4 and a rectangular roof panel P5 extending from the main ridge A. Rain covers 10A are attached to the main ridge part A and the lower ridge part B, and an eaves cover 108 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)Pd
を介して屋根葺き材Paを載設しており、又軒先に位置
する前記枠材Paには、断面り字の面戸材Pfを取付け
ている。なお枠材PaはウェブPalの上端に上のフラ
ンジPa2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WIl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pbを具える。
Furthermore, as shown in FIG. 4, taking the rectangular roof panel P5 as an example, the roof panel P is attached to a surrounding frame pb to which frame materials Pa...
A roofing material Pa is mounted through the frame material Pa, and a face door material Pf with a cross-sectional shape is attached to the frame material Pa located at the edge of the eaves. The frame material Pa is made of channel steel with an upper flange Pa2 at the upper end of the web Pal and a lower flange Pa3 at the lower end thereof projecting inward, and the WIl panel P has a removable lifting fitting Pg. After the roof assembly is constructed, it is lifted up by a crane or the like and placed on the roof assembly to form the roof of the house. In addition, triangular shape,
The trapezoidal roof panels P1 to P4 each include a triangular and trapezoidal surrounding frame pb.

第1図□に示すWm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
種木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、前記傾斜層flR1
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から前記傾斜層1
1R2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R
2に沿い軒先と直交して配される合掌材15とを含む、
又屋11組には、登り小梁14下端部を支持する束状の
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 Wm group shown in Figure 1□ is the ridgepole 11 along the main ridge part A
, a climbing beam 12.12 whose upper end intersects with the end of the seed tree 11 and is joined using the purlin-to-beam joining fittings 2 along the descending ridge portion B, and the sloped layer flR1.
The slope is the same as that of the climbing beam 12.
The main building 13 is joined using the purlin joining fittings 3.3, and above the main building 13, from the climbing beam 12 to the inclined layer 1.
The climbing beam 14 according to the present invention, which is arranged orthogonally to the eaves along 1R2 and is joined using the climbing beam/climbing beam joining fitting 4, and the vicinity of its connection part are reinforced with the lower surface of the climbing beam 12. The bundle material 5 according to the present invention and the sloped roof R from the purlin 11
Gassho lumber 15 arranged perpendicularly to the eaves along 2;
A bundle-shaped supporting material 14A that supports the lower end of the climbing beam 14 is arranged in the 11 sets of matayas, while a roof panel fixing fitting 6 for receiving the side end surface of the roof panel P is installed on the upper surface of the climbing beam 12.
···- are provided, and the roof assembly is mounted on the main body 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層flR1の
軒先に沿い配される中の柱i6B、16Bと、傾斜層m
R2の軒先に沿う中の柱16C(総称するとき柱r6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M17A、17B、17B、
柱16A。
The main frame includes corner pillars 16A, 16A erected at the eaves corner portion C, inner pillars i6B, 16B arranged between them and along the eaves of the sloped layer flR1, and sloped layer m
A middle pillar 16C (generally referred to as pillar r6) is provided along the eaves of R2. In addition, between the pillars 16A, 16B, and 16B, there are inner and outer nose bases M17A, 17B, and 17B that connect their upper ends.
Pillar 16A.

16C間を結ぶ鼻母屋17c、17C(総称するとき鼻
母屋17という)が夫々架は渡される。又柱16B、1
6B、16Cには、各軒先と直交する梁材18A、18
A、18Bを突出するとともに、前記鼻母屋17Cには
、前記登り小梁14の下方に位置して該鼻母M17Cと
直交しかつ前記梁材18A、18Aに交わる他の梁材1
8Cが配置される。
Nose purlins 17c and 17C (generally referred to as nose purlins 17) connecting between 16C and 16C are respectively bridged. Also pillar 16B, 1
6B and 16C have beams 18A and 18 perpendicular to each eaves.
A, 18B protrude, and the nose purlin 17C is provided with another beam member 1 located below the climbing beam 14, orthogonal to the nose purlin M17C, and intersecting with the beam members 18A, 18A.
8C is placed.

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、文中の柱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, on the main body frame, there are pillar panel holders 7.7 located at the upper ends of the inner pillars 16B and 16B to receive the roof panel P.
are arranged, and the lower end of the climbing beam 12 is fixed using the joining fittings 8A, 8A at the upper end of the pillars 16A and 16A at the corner, and the lower end of the gassho material 15 is fixed by the joining fitting 8B at the upper end of the pillar 16C. do.

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。
Furthermore, panel support fittings 9 for supporting the roof panel P are provided on the nose purlins 17A, 17C.

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、ともにウェブaの
上下に上のフランジb1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(鼻母屋17は、上面を前記接合金
具8A、8f3によりかつ下面をL字金具16b・・・
・・によって固定する。
Said purlin 11. The climbing beams 12, the main building 13, the climbing beams 14, the gassho materials 15, the nose purlins 17, and the beam materials 18 are all made of channel steel with an upper flange b1 and a lower flange C provided above and below the web a. In the example, the column 16 is also formed using channel steel. Note that the nose purlin 17 facing the groove of the pillar 16 is fixed using a joint plate 16a extending from the groove, and the nose purlin 17 faces the flanges b and c of the pillar 16 (the upper surface of the nose purlin 17 is fixed by using the joining fittings 8A and 8f3). Attach the bottom surface to the L-shaped fitting 16b...
Fixed by...

又前記棟木11は、前記合掌材15で途切れる棟木11
A、IIBを含み、各棟木11AS11B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。
Further, the ridgepole 11 is a ridgepole 11 that is interrupted by the gassho material 15.
A, IIB, and each ridgepole 11AS11B is fixed horizontally along the main ridge part A by a joint plate 15a extending integrally from the joining part of the gassho 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、
は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 Fig. 5.6, the climbing beam 12 along the descending ridge portion B has the purlin/beam climbing joint fitting 2 located at the upper end;
The climbing beam/purlin joining fitting 3 located in the middle, the joint plate 12A located at the lower end and connected to the joining fitting 8A, and the connecting fitting 4 located at the mounting position of the climbing beam/climbing small beam joining fitting 4, and at the top. , a mounting plate 12B that connects the lower flanges b and c and is perpendicular to the longitudinal direction of the climbing beam 12 is attached 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のウェブ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のウェブ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とが交わる各ウェブa、aの交わる角度で
折曲がる。
The purlin/beam climbing joint fittings 2 are as shown in Figs. 5 to 7 and 10 to 1.
As shown in FIG. 2, it comprises a ridge-climbing fixing piece 21 that is attached to the web a of the ridge beam 12, and a purlin attachment piece 22 that is connected to the ridge-climbing fixing piece 21 and matches the web a of the purlin 11, and The ridgepole attachment piece 22 is attached to the ridgepole 1 with respect to the ridgeline fixing piece 21.
1 and the climbing beam 12 are bent at an angle where the webs a and a intersect.

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のウェブa、aの向き合う側面に夫々ボ
ルト結合される。
The purlin-to-beam joining fittings 2 are bolted to opposing sides of the webs a, a of each of the joists 12, 12 by means of the joist fixing pieces 21, respectively.

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
のウェブ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, during the construction of the 12.12 climbing beams, each climbing beam 12.12
The ridgepole attachment piece 22.22 was installed in advance on the ridgepole 11.
The webs a are sandwiched between the two, and the bolts passing through the holes are used to connect them.

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、その取付は構造が簡略化でき
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 installation structure can be simplified.

前記登梁・母屋接合金具3は、第2図、第5.61川、
第8図、第13図に示すごとく、前記登梁12のウェブ
aに予め固定される登梁固定片31と、前記母屋13の
ウェブaに合う母屋取付片32とを具えている。
The climbing/purlin joining fittings 3 are as shown in Fig. 2, Fig. 5.61,
As shown in FIGS. 8 and 13, it includes a beam-climbing fixing piece 31 that is fixed in advance to the web a of the girder 12, and a purlin attachment piece 32 that fits the web a of the main building 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を設けるとともに
、下方の前記張出し片34の外端を折曲げろことにより
、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をウェブ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71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のウェブ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のウェ
ブaの裏面には裏打板12cを取付けている。
The beam climbing fixing piece 31 has the beam climbing fixing piece 31 at both ends.
The main building attachment piece 32 is formed by providing overhanging pieces 33 and 34 that are bent at right angles to the main building and by bending the outer end of the lower overhanging piece 34. In addition, overhang piece 3
3.34 has a trapezoidal shape, so that when the beam climbing fixing piece 31 is bolted to the climbing beam 12 to the web a, the purlin attachment piece 32 extends horizontally in the direction of the purlin 13 and also extends at the slope. 71 perpendicular to the plane containing the root R1. As a result, when the web a of the main building 13 is bolted to the main building attachment piece 32, the main building 13 tilts at the same slope as the sloped roof R1. 31, a reinforcing piece 35 is provided to connect the main building attachment piece 32 and the overhanging pieces 33 and 34 at each intermediate height, and a backing plate 12c is attached to the back surface of the web a of the climbing beam 12.

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を架は渡すことによって、前記
母屋13は能率よく高精度に取付けうる。
Therefore, by attaching the beam/purlin joining fittings 3 to the climbing beam 12 in advance and then passing the climbing beam 12 over the frame, the purlin 13 can be installed efficiently and with high precision.

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。
In the roof assembly structure of the present invention, the climbing beam 12 and the climbing beam 14 are connected, and a bundle material 5 is provided on the lower surface of the climbing beam 12 and near the connection part, and the climbing beam 12 and the climbing beam 14 are connected to each other. are joined using the climbing beam/climbing beam joining fittings 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上端のウェブ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。
As shown in FIGS. 2 and 14, the climbing beam/climbing beam connecting fitting 4 is a bent flat plate, and is connected to the climbing beam 1.
4, a climbing beam fixing piece 42 is attached to the mounting plate 12B of the climbing beam 12.

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12B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の上面が傾斜層mR2を含む面と平行とな
るように、登梁同定片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。
Further, the climbing beam attachment piece 41 pre-attached to the climbing beam 14 allows the climbing beam 14 to be perpendicular to the eaves and above by bolting the climbing beam fixing piece 42 to the mounting plate 12B. The flange b is inclined with respect to the beam climbing identification piece 42 so that the upper surface of the flange b is parallel to the plane including the slope layer mR2, and the climbing beam/climbing beam connecting fitting 4 is connected to the climbing beam mounting piece as described above. 41
The climbing beam 14 is bolted in advance to the climbing beam 14, and therefore, by bolting the beam fixing piece 42 to the mounting plate 12B, the climbing beam 14 can be correctly installed.

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。
Note that the lower end portion of the climbing small beam 14 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 FIG. 14.15, the bundle material 5 has a support material 52 attached to a bottom plate 51 bolted to the upper surface of the beam material 18C.
A receiving piece 53 is provided to which the lower surface of the climbing beam 12 is bolted.

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。
Also, since the climbing beam 12 and the beam material 18C form an angle of approximately 45 degrees, the bottom piece 51 and the receiving piece 53 are inclined at the same angle in the plane, and the left and right bundle materials 5.5 are tilted in opposite directions. lean towards.

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」4
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ta&I1強度を向上できる。
In this way, the climbing beam 12 and the climbing beam 14 are connected using the climbing beam/climbing beam joining fitting 4, and in the vicinity of the connection part, the climbing beam 12 and the beam material 18C below it are connected. are connected by the bundle material 5. Therefore, climb the small beam” 4
At the same time, the load acting on the beam 12 at the connection part is reduced by reducing the load acting on the beam 18C at the connection part.
It can be transmitted to the yata&I1 strength.

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, as described above, the roof panel fixing fittings 6 are attached to the upper surface of the climbing beam 12, and the side end surfaces d of the roof panels P forming the two sloped roofs R1 and R2 that intersect on the climbing beam 12 are 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 fittings 6 include a pair of left and right roof panel fixing fitting pieces 6A and 6B, as shown in detail in Fig. 16.17.
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 metal pieces 6A and 6B are attached to the upper end of the vertical piece 62 rising from the bottom piece 61 bolted to the upper surface of the climbing beam 12 by being bent to match the side end face d of the roof panel P. A panel mounting piece 63 is provided in contact with the end surface d. Moreover, the roof panel fixing metal pieces 6A and 6B are fixed by fixing the bottom piece 61 to the upper flange b and bolting the frame material Pa facing the panel attachment piece 63.
The side end face d of the roof panel P can be efficiently fixed at a predetermined inclination angle. Furthermore, by changing the height of the upright 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1OAが取付けられる。
In addition, as shown in FIG. 1, such a roof panel fixing fitting 6 can also be used on the purlin 11, and
The rain cover 1OA is attached between the adjacent roof panels P and P after they are attached.

〔発明の効果〕〔Effect of the invention〕

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。
In this way, the roof assembly structure of the present invention is provided with a bundle material that connects the climbing beam and the beam located below it near the connection point between the climbing beam and the climbing small beam. The load acting on the sloped roof on both sides can be transmitted to the beams through the climbing beams and bundles, improving the strength of the roof assembly and helping to stabilize quality.

【図面の簡単な説明】[Brief explanation 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1.1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n−n線断面図、第9図は第5図のm−m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共を例示する斜視図、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、八−・・−・主棟部、     B・−
降り棟部。
FIG. 1 is a perspective view illustrating a roof assembly to 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 a roof assembly mounted on the roof assembly of FIG. A perspective view schematically showing the arrangement of the roof panels; FIG. 4 is a perspective view showing an example of the roof panel;
Figure 5 is a front view showing the climbing beam, Figure 6 is its plan view, Figure 7
The figure is a 1.1 line arrow view showing the installation condition of the ridgepole and climbing joint fittings, and Figure 8 is the 5th line view showing the installation condition of the climbing beam and purlin connection fittings.
Figure 9 is a cross-sectional view taken along line mm in Figure 5, Figure 10 is a perspective view illustrating the purlin and joist joint fittings, and Figure 11 is the purlin and joist joint fittings. A plan view showing the installation state of the
Fig. 12 is a front view thereof, Fig. 13 is a perspective view illustrating a beam/purlin joint fitting, Fig. 14 is an enlarged front view showing an embodiment of the present invention, and Fig. 15 is an example of a bundle material. FIG. 16 is a perspective view illustrating the roof panel fixing metal, and FIG.
The figure is a sectional view showing the attached state. 4...--Beam climbing/climbing beam joint fittings, 5...-Bundle material, 11...Purlinary pole, 12...--Climbing beam, 14
・-Climbing beam, 41-Climbing beam mounting piece, 42・-・
- Climbing fixed piece, 8 - Main ridge part, B -
Descending part.

Claims (1)

【特許請求の範囲】[Claims] 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。
1. A climbing beam is arranged along a descending ridge extending from the end of the main ridge to the corner of the eaves on both sides of the main ridge, and on the ascending beam, a climbing small whose lower end extends to the eaves and is perpendicular to the eaves. A roof assembly structure in which a bundle is arranged to connect the upper ends of the beams and connect the lower surface of the beam in the vicinity of the connecting portion to a horizontal beam below the beam and perpendicular to the eaves.
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 true JPH03119243A (en) 1991-05-21
JPH0621484B2 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)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2022118789A (en) * 2021-02-03 2022-08-16 積水ハウス株式会社 roof structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2022118789A (en) * 2021-02-03 2022-08-16 積水ハウス株式会社 roof structure

Also Published As

Publication number Publication date
JPH0621484B2 (en) 1994-03-23

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