JPH0754018B2 - Ridge structure - Google Patents
Ridge structureInfo
- Publication number
- JPH0754018B2 JPH0754018B2 JP3075571A JP7557191A JPH0754018B2 JP H0754018 B2 JPH0754018 B2 JP H0754018B2 JP 3075571 A JP3075571 A JP 3075571A JP 7557191 A JP7557191 A JP 7557191A JP H0754018 B2 JPH0754018 B2 JP H0754018B2
- Authority
- JP
- Japan
- Prior art keywords
- roof
- ridge
- main
- building
- bundle
- 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
Links
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
- Load-Bearing And Curtain Walls (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、主棟を通る棟部の一端
に、三角屋根部の流れ勾配で傾く下向きの傾斜部の一端
を固着した棟材を、内、外の束材に架設することによ
り、寄棟又は半切妻屋根を便宜に形成しうる棟の構造に
関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention has a structure in which a building material in which one end of a downwardly inclined portion inclined by a flow gradient of a triangular roof is fixed to one end of a building portion passing through a main building is attached to inner and outer bundle materials. By doing so, the present invention relates to a structure of a ridge or a ridge in which a half gable roof can be conveniently formed.
【0002】[0002]
【従来の技術及び発明が解決しようとする課題】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家屋の屋根、壁等を形成する
パネル工法の家屋が多用されている。2. Description of the Related Art A panel construction method for forming a roof, a wall, etc. of a house by arranging a panel body such as a roof panel and a wall panel on a frame body using a steel frame material Houses are often used.
【0003】このような家屋には、屋根の稜線をなす主
棟と、この主棟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降り棟とを有する寄棟状の屋根がと
きに採用されるとともに、前記降り棟を軒先コーナ部か
ら主棟と直角に斜め上方にのびるそば軒で途切れさせる
ことより半切妻状の屋根を形成することも多々ある。Such a house has a ridge-like roof having a main ridge forming a ridgeline of the roof 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. In some cases, a half-gable roof is formed by interrupting the alighting ridge at a soba eave that extends diagonally upward from the corner of the eave corner at a right angle to the main ridge.
【0004】かかる屋根の屋根組は、例えば前記主棟に
沿う棟材、降り棟に沿う登り梁材、軒先に直交しかつ前
記登り梁材に接続される登り小梁、さらには登り梁材間
を水平に継ぐ母屋などの架構材を用いて形成される。The roof set of such a roof includes, for example, a ridge member along the main ridge, a climbing beam member along a descending ridge, a climbing beam that is orthogonal to the eaves and is connected to the climbing beam member, and further between climbing beam members. It is formed by using a frame material such as a main building that connects the horizontal.
【0005】このような寄棟屋根又は降り棟屋根の屋根
組は、従来、水平な前記棟材の端部に、降り棟間の三角
屋根部を支持する梁材、前記登り梁材などを接続してい
たため、棟材端部に重荷重がかかり、これを担持するた
め前記棟材の端部に束材を立上げる必要があるなど構造
が複雑になり施工性に劣る他、このような束材の取付け
は作業工数を増し、その改善が望まれていた。In such a roof set of a hipped roof or a descending roof, a beam member supporting the triangular roof portion between the descending buildings and the climbing beam member are conventionally connected to the end of the horizontal building member. Therefore, a heavy load is applied to the end of the building material, and it is necessary to erect a bundle material at the end of the building material to carry this, which complicates the structure and deteriorates workability. The number of man-hours required to attach the material has increased, and improvements have been desired.
【0006】本発明は、主棟を通る棟部の一端に、三角
屋根部の流れ勾配で傾く下向きの傾斜部の一端を固着し
た棟材を、前記傾斜部の他端にボルト止めされた継ぎ材
中央に配される外の束材と、前記棟部の他端に配する内
の束材とにより架設することを基本として、寄棟屋根又
は半切妻屋根を簡易な構成で形成でき施工能率を高めう
る棟の構造の提供を目的としている。According to the present invention, a building material in which one end of a downward sloped part inclined by the flow gradient of a triangular roof is fixed to one end of the ridge part passing through the main ridge, and a splice is bolted to the other end of the sloped part. It is possible to form a dormitory roof or a half-gable roof with a simple structure based on the fact that the outer bundle arranged in the center of the material and the inner bundle arranged at the other end of the ridge are installed. The purpose is to provide a structure of the building that can enhance the building.
【0007】[0007]
【課題を解決するための手段】本発明は、主棟の一端に
該主棟に対してハ字に開いて下向きにのびる降り棟を有
し前記主棟両側の主屋根部と降り棟間の三角屋根部とを
有する寄棟又は半切妻屋根を形成する棟の構造であっ
て、形鋼材からなりかつ主棟を通る棟部の一端に、前記
三角屋根部の流れ勾配で傾く下向きの傾斜部の一端を固
着した棟材を、前記傾斜部の他端にボルト止めされかつ
三角屋根部の流れ勾配と直角な向きの継ぎ梁中央に配さ
れる外の束材と、前記棟部の他端に配する内の束材とに
より架設している。SUMMARY OF THE INVENTION According to the present invention, a main building has a descending wing that opens in a V shape and extends downward at one end of the main building between the main roof and the descending building on both sides of the main building. A structure of a dormitory having a triangular roof portion or a building forming a half-gabled roof, the downward sloping portion being inclined at the flow gradient of the triangular roof portion at one end of the ridge portion made of shaped steel and passing through the main ridge. An outer bundle that is fixed to one end of the ridge by bolts to the other end of the slanted part and is arranged at the center of the joint beam in a direction perpendicular to the flow gradient of the triangular roof part, and the other end of the ridge. It is erected by the bundle material that is placed in.
【0008】[0008]
【作用】棟材は、主棟を通る棟部と、該棟部の一端に固
着されかつ降り棟間の三角屋根部の流れ勾配で傾く下向
きの傾斜部とを有するとともに、該傾斜部の他端に三角
屋根部の流れ勾配と直角な向きの継ぎ材をボルト止めし
ている。従って、前記三角屋根部の下地架構体を棟材の
傾斜部と継ぎ材とにより形成でき、主棟端部で立上がる
束材を不要とし、屋根組構成の簡略化を図りうるととも
に、施工性を向上しうる。[Function] The building material has a ridge portion that passes through the main ridge and a downwardly inclined portion that is fixed to one end of the ridge portion and that is inclined at the flow gradient of the triangular roof portion between the descending ridges. At the end, a joint material is bolted in a direction perpendicular to the flow gradient of the triangular roof. Therefore, the foundation frame structure of the triangular roof part can be formed by the sloping part of the building material and the joint material, and the bundle material that stands up at the end of the main building is unnecessary, and the construction of the roof assembly can be simplified and the workability can be improved. Can be improved.
【0009】又寄棟屋根および半切妻屋根を前記棟材を
用いて形成でき、部材種類の削減にも役立つ。[0009] Further, the dormitory roof and the half-gable roof can be formed by using the ridge material, which is also useful for reducing the number of members.
【実施例】以下本発明の一実施例を図面に基づき説明す
る。図1は本発明の棟の構造が採用されうる屋根組の一
例を各部材を簡略化して示している。棟の構造は、本実
施例では、寄棟屋根Rを形成する屋根組を具えるととも
に、屋根の稜線をなす主棟Aの一端に該主棟Aに対して
ハ字に開いて下向きにのびる降り棟B、Bを有し、前記
主棟A両側の主屋根部C1、C1と降り棟B、B間の三
角屋根部C2とを有している。DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 shows an example of a roof set in which the structure of the ridge of the present invention can be adopted by simplifying each member. In the present embodiment, the structure of the ridge is provided with a roof set forming a ridged roof R, and at one end of the main ridge A forming the ridge of the roof, the main ridge A is opened in a V shape and extends downward. It has an alighting building B, B, and main roof portions C1, C1 on both sides of the main building A and a triangular roof portion C2 between the alighting buildings B, B.
【0010】前記寄棟屋根Rを形成する屋根組は、前記
主棟Aを通る水平な棟部2Aと前記三角屋根部C2の流
れ勾配で傾く下向きの傾斜部2Bとからなる棟材2、前
記傾斜部2Bの他端2B2にボルト止めされかつ三角屋
根部C2の流れ勾配と直角な向きの継ぎ材3、該継ぎ材
3の中央に配される外の束材4、及び前記棟部2Aの他
端2A2に配される内の束材5を含む。さらに本実施例
では、前記降り棟Bに沿って家屋の軒先コーナ部Dにの
びる登り梁材10が、その上端を前記継ぎ材3の端部に
結合させて配設されるとともに、前記屋根組は本体骨組
F上に載設される。The roof set forming the ridged roof R is a building material 2 consisting of a horizontal ridge 2A passing through the main ridge A and a downward slope 2B inclined by the flow gradient of the triangular roof C2, The joint member 3 bolted to the other end 2B2 of the inclined portion 2B and oriented in a direction perpendicular to the flow gradient of the triangular roof portion C2, the outer bundle member 4 arranged in the center of the joint member 3, and the ridge portion 2A. The bundle 5 included in the other end 2A2 is included. Further, in this embodiment, the climbing beam member 10 extending to the eaves corner D of the house along the alighting ridge B is disposed with its upper end coupled to the end of the joint member 3, and the roof assembly. Is mounted on the main frame F.
【0011】本体骨組Fは、前記軒先コーナ部Dに立設
されるコーナ柱14、14と、該コーナ柱14、14の
間かつ前記三角屋根部C2の軒先に沿い配される中の柱
15とを具える。又柱14、15間にはその上端を結ぶ
妻方向屋根梁20A、20Bが架設されるとともに、前
記コーナ柱14と前記主屋根部C1の軒先に配される図
示しない柱との間には、前記主棟Aと平行な桁方向屋根
梁21、21が架け渡される。The main body frame F has corner columns 14 and 14 which are erected at the corner portion D of the eaves, and an inner pillar 15 which is arranged between the corner columns 14 and 14 and along the eaves of the triangular roof portion C2. And with. Further, gable roof beams 20A and 20B connecting the upper ends of the pillars 14 and 15 are erected, and between the corner pillar 14 and a pillar (not shown) arranged at the eaves of the main roof C1, The girder roof beams 21, 21 parallel to the main building A are bridged.
【0012】なお前記桁方向屋根梁21、21は、本実
施例では、通常90〜100cmの範囲に設定される家屋
の基準寸法であるモジュールの6.5倍を妻方向に隔て
て配されるとともに、前記本体骨組Fには、前記桁方向
屋根梁21、21間を主棟Aと平行にのびかつ前記中の
柱15に接続されるとともに、一方の桁方向屋根梁2
1、例えば図1において、左方の桁方向屋根梁21から
モジュールの3部を隔てる中央に近い位置で継ぐ中央寄
りの桁方向内屋根梁22が設けられる。さらに本体骨組
Fには、前記桁方向内屋根梁22と他方の桁方向屋根梁
21、すなわち図1において、右方の桁方向屋根梁21
とに両端が接続されかつ前記外の束材4が立設する妻方
向内屋根梁23Aが設けられるとともに、該妻方向内屋
根梁23Aと前記妻方向屋根梁20Bとの間には、前記
桁方向屋根梁21、21を継ぐ妻方向内屋根梁23Bが
配される。又前記内の束材5を支持する妻方向内屋根梁
23Cが桁方向屋根梁21、21間に架設されている。In the present embodiment, the girder roof beams 21 and 21 are arranged in the end direction with 6.5 times the module, which is the standard dimension of a house, which is usually set in the range of 90 to 100 cm. At the same time, in the main body frame F, the space between the girder-direction roof beams 21, 21 extends in parallel with the main ridge A and is connected to the pillar 15 in the main ridge A.
1. For example, in FIG. 1, there is provided a girder inner roof beam 22 which is connected to the left girder roof beam 21 at a position close to the center which separates the three parts of the module from each other at a position close to the center. Further, in the main body frame F, the girder-direction inner roof beam 22 and the other girder-direction roof beam 21, that is, the girder-direction roof beam 21 on the right side in FIG.
A gable inner roof beam 23A having both ends connected to and the outer bundle 4 standing is provided, and the girder is provided between the gable inner roof beam 23A and the gable direction roof beam 20B. A gable inner roof beam 23B that connects the directional roof beams 21 and 21 is arranged. In addition, a gable-direction inner roof beam 23C that supports the bundle 5 is installed between the girder-direction roof beams 21, 21.
【0013】前記各屋根梁20A、20B、21、2
2、23A、23B、23Cは、図1に示すように、上
下のフランジ間をウエブにより結合した断面同形のI形
鋼からなり、又前記各柱14、15はH形鋼を用いて形
成されるとともに、屋根梁20A、20B、21、2
2、23A、23B、23Cは高さが整一して配設され
ている。なお前記妻方向屋根梁20Aはモジュールの3
倍の長さを有し、又妻方向屋根梁20Bはモジュールの
3.5倍の長さを有している。The roof beams 20A, 20B, 21, 2
As shown in FIG. 1, 2, 23A, 23B, and 23C are made of I-shaped steel having the same cross section in which upper and lower flanges are joined by a web, and the columns 14 and 15 are made of H-shaped steel. And roof beams 20A, 20B, 21, 2
2, 23A, 23B and 23C are arranged so that their heights are uniform. The gable-direction roof beam 20A is a module 3
It has double the length, and the gable roof beam 20B has a length 3.5 times that of the module.
【0014】前記棟材2は、本実施例では、図1、3に
示すように、垂直なウエブ25の上下にフランジ26、
26を有したI形鋼を用いた形鋼材からなり、前記主棟
Aに沿う水平な棟部2Aの一端2A1に、矩形板27を
介して下向きに傾く傾斜部2Bの一端2B1を溶着等に
より固着したく字状をなす。As shown in FIGS. 1 and 3, the ridge member 2 includes a vertical web 25, a flange 26, and a flange 26, as shown in FIGS.
It is made of a shaped steel material using an I-shaped steel having 26, and one end 2B1 of an inclined portion 2B inclined downward through a rectangular plate 27 is welded to one end 2A1 of a horizontal ridge portion 2A along the main ridge A by welding or the like. It has a sticky dogleg shape.
【0015】さらに前記傾斜部2Bの他端2B2、すな
わち下端には、図3に示すように、接合金具30を用い
て継ぎ材3が結合される。継ぎ材3は、垂直なウエブ3
2の上下に水平なフランジ33、33を設けたI形鋼か
らなる短尺な形鋼材であって、その長手方向の長さは本
例ではモジュールの0.5倍に設定されている。Further, as shown in FIG. 3, a joining member 3 is joined to the other end 2B2 of the inclined portion 2B, that is, the lower end, by using a joining fitting 30. The splice material 3 is a vertical web 3
2 is a short shaped steel material made of I-shaped steel in which horizontal flanges 33, 33 are provided above and below 2, and the length in the longitudinal direction thereof is set to 0.5 times the module length in this example.
【0016】前記接合金具30は、前記継ぎ材3の中央
かつウエブ32、上下のフランジ33、33のなす溝部
に溶着等により垂直に固定された継ぎ材結合片30A
と、該継ぎ材結合片30Aの側縁上部から突出し前記三
角屋根部C2の流れ勾配で傾く上向きの垂直な棟材結合
片30Bとを有する。前記棟材2の傾斜部2Bの他端2
B2は、そのウエブ25を前記接合金具30の棟材結合
片30Bにボルト止めすることにより、継ぎ材3を三角
屋根部C2の流れ勾配と直角、すなわち妻方向に向いて
水平に固定する。又継ぎ材3は前記外の束材4により、
前記本体骨組F上方に保持される。The joint metal fitting 30 is vertically fixed by welding or the like to the central portion of the joint material 3 and in the groove formed by the web 32 and the upper and lower flanges 33, 33 so as to vertically join the joint material 30A.
And an upright vertical ridge material connecting piece 30B that protrudes from the upper side edge of the joint material connecting piece 30A and inclines at the flow gradient of the triangular roof portion C2. The other end 2 of the inclined portion 2B of the building material 2
B2 secures the joint material 3 at right angles to the flow gradient of the triangular roof portion C2, that is, in the endwise direction, by bolting the web 25 to the ridge member connecting piece 30B of the joint metal fitting 30. In addition, the joint material 3 is formed by the outer bundle material 4,
It is held above the main frame F.
【0017】外の束材4は、前記桁方向屋根梁21、2
1間の中央かつ前記妻方向内屋根梁23Aに下端を固定
されて立上がる例えば角鋼管から形成される長尺体であ
って、その上端を前記継ぎ材3の下のフランジ33の長
手方向中央にボルト止めすることにより、継ぎ材3を水
平に支持する。The outer bundle 4 is made up of the girder roof beams 21, 2
It is a long body formed of, for example, a square steel pipe which is fixed to the center of the space between 1 and the lower end of the roof-side inner roof beam 23A and stands up, and the upper end thereof is the center of the flange 33 below the joint material 3 in the longitudinal direction. The joint material 3 is supported horizontally by bolting to.
【0018】前記棟材2は、その傾斜部2Bの他端2B
2が、前記継ぎ材3中央に配される前記外の束材4によ
り支持されるとともに、棟材2の棟部2Aの他端2A2
は、内の束材5により支持される。該内の束材5は、前
記外の束材4と同様の長尺な例えば角鋼管からなり、前
記妻方向屋根梁23Cから立上がり、その上端に固着さ
れた連結金具35の垂直な突出片35Aを前記棟部2A
のウエブ25にボルト止めすることにより、該棟部2A
を固定する。このように棟材2は、外の束材4と内の束
材5とにより架設され、前記本体骨組Fの上方で保持さ
れる。The building material 2 has the other end 2B of the inclined portion 2B.
2 is supported by the outer bundle member 4 arranged in the center of the joint member 3, and the other end 2A2 of the ridge portion 2A of the ridge member 2
Are supported by the bundle 5 inside. The inner bundle member 5 is made of, for example, a rectangular steel pipe having the same length as the outer bundle member 4, stands up from the end roof beam 23C, and has a vertical projecting piece 35A of the connecting fitting 35 fixed to the upper end thereof. The ridge 2A
By bolting to the web 25 of the ridge 2A
To fix. In this way, the ridge member 2 is erected by the outer bundle member 4 and the inner bundle member 5, and is held above the main body frame F.
【0019】さらに前記継ぎ材3両端には、図1、2に
示すように、降り棟B、Bに沿ってハ字状にのびる登り
梁材10、10の上端が接合金具40、40を用いて固
定される。前記登り梁材10は、本実施例では、前記妻
方向内屋根梁23Bに立設する1対の束材45、45の
上端近傍で終端する上の登り梁材10Aと、該上の登り
梁材10Aと一直線状をなしかつ前記軒先コーナ部Dに
のびる下の登り梁材10Bとを含む。Further, as shown in FIGS. 1 and 2, the upper ends of the climbing beam members 10 and 10 extending in a V shape along the alighting ridges B and B are provided with joining fittings 40 and 40 at both ends of the joint member 3, respectively. Fixed. In the present embodiment, the climbing beam member 10 includes an upper climbing beam member 10A terminating near the upper ends of a pair of bundle members 45, 45 standing on the gable direction inner roof beam 23B, and the upper climbing beam member 10A. It includes a material 10A and a climbing beam material 10B which is in a straight line and extends below the eaves corner D.
【0020】前記上の登り梁材10A、下の登り梁材1
0Bは断面同形のI形鋼から形成されるとともに、上の
登り梁材10Aは前記接合金具40により上端が継ぎ材
3に結合される。接合金具40は、図2、4に示すよう
に、前記継ぎ材3の上下のフランジ33、33に上下縁
を溶着等により固着した垂直な継ぎ材結合片40Aと、
該継ぎ材結合片40Aに前記降り棟Bの勾配を有して一
体に設けられる垂直な略矩形の登り梁材結合片40Bと
からなる。前記接合金具40は、その継ぎ材結合片40
Aが予め継ぎ材3両端に固着されるとともに、前記登り
梁材結合片40Bを上の登り梁材10Aのウエブ50に
ボルト止めすることにより該上の登り梁材10Aの上端
を固定する。なお上の登り梁材10Aの上下のフランジ
51、51の上端部は、前記登り梁材結合片40Bとの
干渉を防止するためウエブ50の片側を切欠いている。
なお図4は、前記登り梁材10と平行な垂直面で前記継
ぎ材3を切断して示した断面図である。The upper climbing beam member 10A and the lower climbing beam member 1
OB is made of I-shaped steel having the same cross-section, and the upper climbing beam member 10A is joined to the joint member 3 at the upper end by the joint fitting 40. As shown in FIGS. 2 and 4, the joint fitting 40 includes a vertical joint material connecting piece 40A in which upper and lower edges are fixed to upper and lower flanges 33, 33 of the joint material 3 by welding or the like.
The joining material coupling piece 40A is composed of a vertical substantially rectangular climbing beam material coupling piece 40B integrally provided with the slope of the alighting ridge B. The joining fitting 40 is a joint material joining piece 40.
A is fixed to both ends of the joint material 3 in advance and the upper end of the upper climbing beam material 10A is fixed by bolting the climbing beam material coupling piece 40B to the web 50 of the upper climbing beam material 10A. The upper and lower flanges 51, 51 of the upper climbing beam member 10A are notched on one side of the web 50 in order to prevent interference with the climbing beam member coupling piece 40B.
Note that FIG. 4 is a cross-sectional view showing the joint material 3 taken along a vertical plane parallel to the climbing beam material 10.
【0021】さらに上の登り梁材10Aの下端は、前記
束材45上に固着された連結金具54を用いて固定され
る。該連結金具54は、図1に示すように、降り棟Bの
傾斜勾配で傾く垂直な取付片54Aを有したイ字状の金
具であって、該取付片54Aと上の登り梁材10Aのウ
エブ50とをボルト止めすることにより、上の登り梁材
10Aはその下端を束材45上方で固定される。又前記
連結金具54の取付片54Aは、下の登り梁材10Bの
ウエブ上端をボルト結合するとともに、該下の登り梁材
10Bの下端は、前記コーナ柱14上に固着された取付
金具56により固定される。該取付金具56は、コーナ
柱14上端に固着される立上げ部56Aと、該立上げ部
56Aから降り棟Bの傾斜勾配を有して上向きにのびる
垂直な取付部56Bとからなるとともに、この取付部5
6Bを前記下の登り梁材10Bのウエブにボルト止めす
ることにより、該下の登り梁材10B下端がコーナ柱1
4に結合される。Further, the lower end of the upper climbing beam member 10A is fixed by using a connecting fitting 54 fixed on the bundle member 45. As shown in FIG. 1, the connecting metal fitting 54 is an I-shaped metal fitting having a vertical mounting piece 54A that inclines at an inclination of the descending building B. By bolting the web 50 to the upper climbing beam member 10A, the lower end of the climbing beam member 10A is fixed above the bundle member 45. Further, the attachment piece 54A of the connecting fitting 54 is bolted to the upper end of the web of the lower climbing beam member 10B, and the lower end of the lower climbing beam member 10B is attached to the corner post 14 by the attaching piece 56. Fixed. The mounting bracket 56 includes a rising portion 56A fixed to the upper end of the corner post 14 and a vertical mounting portion 56B extending upward from the rising portion 56A with an inclination of the descending building B. Mounting part 5
6B is bolted to the web of the lower climbing beam member 10B so that the lower end of the lower climbing beam member 10B is at the corner post 1.
Is combined with 4.
【0022】なお登り梁材10として、I形鋼の代わり
にその強度を増すため2つの溝形鋼の各ウエブを背中合
わせに結合した形鋼材を用いてもよい。As the climbing beam material 10, instead of the I-shaped steel, a shaped steel material in which webs of two grooved steels are joined back to back in order to increase the strength may be used.
【0023】又前記束材45、45の上端間には、図1
に一点鎖線で示すように母屋材60が架設されるととも
に、該母屋材60、前記上の登り梁材10A、10A、
前記継ぎ材3及び棟材2の傾斜部2Bにより半切妻屋根
の三角屋根部架構体を形成しうる。Further, the space between the upper ends of the bundles 45, 45 is shown in FIG.
As shown by the alternate long and short dash line, the main building material 60 is erected, and the main building material 60, the above climbing beam materials 10A, 10A,
The joint member 3 and the inclined portion 2B of the ridge member 2 can form a triangular roof frame structure of a half gable roof.
【0024】このように棟材2は、前記三角屋根部C2
にのびる傾斜部2Bを一体に有しているため、主棟A端
部に立上がる束材を不要とし、屋根組の簡略化を図りう
るとともに、作業性を向上しうる。又本発明の棟の構造
は本実施例のように寄棟屋根Rを形成しうる他、前記の
ごとく半切妻屋根にも対応しうる。As described above, the building material 2 has the triangular roof portion C2.
Since the inclined portion 2B that extends to the upper side is integrally provided, a bundle material that stands up at the end of the main ridge A is not required, and the roof assembly can be simplified and the workability can be improved. Further, the structure of the ridge of the present invention can form the ridged roof R as in the present embodiment, and can also be applied to the half gable roof as described above.
【0025】[0025]
【発明の効果】叙上の如く本発明の棟の構造は、棟部と
傾斜部とを有した棟材を、傾斜部下端にボルト止めされ
た継ぎ材の中央に配される外の束材と、棟部他端に配さ
れた内の束材とに架け渡すことにより、寄棟屋根又は半
切妻屋根を形成するものである。従って、主棟端部で立
上がる束材を排除でき、屋根組構成の簡略化を図りうる
とともに、施工性を向上しうる。As described above, according to the structure of the ridge of the present invention, the ridge member having the ridge portion and the inclined portion is an outer bundle material arranged at the center of the joint material bolted to the lower end of the inclined portion. And a bundle material arranged at the other end of the ridge portion to form a side roof or a half gable roof. Therefore, the bundle material that stands up at the end of the main ridge can be eliminated, the structure of the roof assembly can be simplified, and the workability can be improved.
【0026】又前記棟材は、主棟屋根あるいは半切妻屋
根に対応しうるため、部材種類の削減を達成でき、コス
トダウンを図りうる。Further, since the ridge material can be applied to the main ridge roof or the half-gable roof, it is possible to reduce the number of kinds of members and to reduce the cost.
【0027】[0027]
【図面の簡単な説明】[Brief description of drawings]
【図1】本発明の棟の構造の一実施例を示す斜視図であ
る。FIG. 1 is a perspective view showing an example of a structure of a ridge according to the present invention.
【図2】棟材、継ぎ材、及び登り梁材の取付状態を示す
平面図である。FIG. 2 is a plan view showing a mounting state of a building material, a joint material, and a climbing beam material.
【図3】棟材と継ぎ材との接合状態を示す断面図であ
る。FIG. 3 is a cross-sectional view showing a joined state of a building material and a joint material.
【図4】登り梁材と継ぎ材との接合状態を示す断面図で
ある。FIG. 4 is a cross-sectional view showing a joined state of a climbing beam material and a joint material.
2 棟材 2A 棟部 2B 傾斜部 3 継ぎ材 4 外の束材 5 内の束材 A 主棟 B 降り棟 C1 主屋根部 C2 三角屋根部 R 寄棟屋根 2 Building material 2A Building part 2B Sloping part 3 Joint material 4 Outer bundle material 5 Inner bundle material A Main building B Descending building C1 Main roof part C2 Triangular roof part R Side roof
Claims (1)
下向きにのびる降り棟を有し前記主棟両側の主屋根部と
降り棟間の三角屋根部とを有する寄棟又は半切妻屋根を
形成する棟の構造であって、形鋼材からなりかつ主棟を
通る棟部の一端に、前記三角屋根部の流れ勾配で傾く下
向きの傾斜部の一端を固着した棟材を、前記傾斜部の他
端にボルト止めされかつ三角屋根部の流れ勾配と直角な
向きの継ぎ梁中央に配される外の束材と、前記棟部の他
端に配する内の束材とにより架設してなる棟の構造。1. A dormitory having a main building on one side of the main building, which has a descending building that opens in a V shape and extends downward, and which has a main roof portion on both sides of the main building and a triangular roof portion between the descending buildings. Or a structure of a ridge that forms a half-gable roof, in which a ridge member made of shaped steel and having one end of a downward slope inclined at the flow gradient of the triangular roof is fixed to one end of the ridge that passes through the main ridge. An outer bundle that is bolted to the other end of the inclined portion and that is arranged at the center of the joint beam that is orthogonal to the flow gradient of the triangular roof, and an inner bundle that is arranged at the other end of the ridge. The structure of the ridge constructed by.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3075571A JPH0754018B2 (en) | 1991-03-14 | 1991-03-14 | Ridge structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3075571A JPH0754018B2 (en) | 1991-03-14 | 1991-03-14 | Ridge structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04285243A JPH04285243A (en) | 1992-10-09 |
| JPH0754018B2 true JPH0754018B2 (en) | 1995-06-07 |
Family
ID=13580003
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3075571A Expired - Fee Related JPH0754018B2 (en) | 1991-03-14 | 1991-03-14 | Ridge structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0754018B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4863231B2 (en) * | 2009-12-15 | 2012-01-25 | 哲朗 井口 | Triangular panel for dome type building, dome type building using the panel, and method for constructing the dome type building |
-
1991
- 1991-03-14 JP JP3075571A patent/JPH0754018B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH04285243A (en) | 1992-10-09 |
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