JPH0754017B2 - Ridge structure - Google Patents
Ridge structureInfo
- Publication number
- JPH0754017B2 JPH0754017B2 JP3075570A JP7557091A JPH0754017B2 JP H0754017 B2 JPH0754017 B2 JP H0754017B2 JP 3075570 A JP3075570 A JP 3075570A JP 7557091 A JP7557091 A JP 7557091A JP H0754017 B2 JPH0754017 B2 JP H0754017B2
- Authority
- JP
- Japan
- Prior art keywords
- ridge
- roof
- building
- bundle
- main
- 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
- 239000000463 material Substances 0.000 claims description 60
- 230000009194 climbing Effects 0.000 claims description 49
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 239000004566 building material Substances 0.000 description 17
- 239000002184 metal Substances 0.000 description 5
- 238000003780 insertion Methods 0.000 description 4
- 230000037431 insertion Effects 0.000 description 4
- 239000000758 substrate Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
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
に傾斜部を固着した棟材を内、外の束材に架設すること
により簡易な構成で寄棟又は半切妻屋根を形成しうる棟
の構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention provides a building or half-gable roof with a simple structure by installing a building material having an inclined portion fixed to one end of a building portion passing through a main building on an inner and outer bundle material. Regarding the structure of the building that can be formed.
【0002】[0002]
【従来の技術】鋼製の架構体を用いた骨組体に、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 Houses of a panel construction method are widely used in which a panel structure such as a roof panel or a wall panel is arranged on a frame structure using a steel frame structure to form a roof or a wall of the house.
【0003】又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家屋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
に採用される一方、前記降り棟が前記軒先コーナ部から
妻方向に斜め上方にのびる切妻屋根のそば軒で途切れる
半切妻状の屋根もしばしば用いられる。Further, such a house has a main building which forms a ridgeline of the roof and a ridge-shaped roof having a pair of descending buildings extending from the end of the main building to the eaves corners of the house in a H-shape. On the other hand, a semi-gable roof is often used in which the alighting ridge is interrupted by an eave near the gable roof that extends obliquely upward from the eaves corner portion in the wife direction.
【0004】又かかる寄棟屋根あるいは半切妻屋根の屋
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。Further, such a roof structure of a hipped roof or a half-gabled roof includes, for example, a ridge member along the main ridge, a climbing beam member along a descending ridge, and a climbing beam that is orthogonal to the eaves and is connected to the climbing beam member. Further, it is formed by using a frame material such as a purlin that horizontally connects the climbing beams.
【0005】[0005]
【発明が解決しようとする課題】このような屋根組にお
いて棟材の端部と登り梁材の上端とは、従来、その交わ
り部に束材を立上げ、該束材により棟材の端部、登り梁
材の上端を夫々支持させることにより取付けていたが、
このような束材の取付けは作業工数を増す他、下方の梁
材の配置によっては束材を立設しえない場合もあり、そ
の改善が望まれていた。In such a roof set, the end of the building material and the upper end of the climbing beam are conventionally erected by a bundle material at the intersection of the end portions of the building material by the bundle material. , Was attached by supporting the upper ends of the climbing beams, respectively,
Such attachment of the bundle material increases the number of work steps, and there is a case where the bundle material cannot be erected depending on the arrangement of the beam members below, and improvement thereof has been desired.
【0006】又寄棟屋根を形成する屋根組と、半切妻屋
根を形成する屋根組とはその構造に大きな隔たりがあ
り、両者を同一の基本となる屋根組から形成しうる新規
の構造のものの出現が強く要望されていた。Further, there is a large gap in the structure between the roof set forming the hipped roof and the roof set forming the half gable roof, and the structure of the new structure that can form both of them from the same basic roof set. The appearance was strongly requested.
【0007】本発明は、主棟を通る棟部の一端に降り棟
間の三角屋根部の流れ勾配で傾く下向きの傾斜部の一端
を固着した棟材を内、外の束材に架設するとともに、前
記傾斜部の一端に、登り梁材をボルト止めする取付片を
予設することを基本として、束材を用いることなく棟材
と登り梁材とを便利に接合しうるとともに、寄棟又は半
切妻屋根を簡易な構成で施工し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 downwardly inclined portion inclined by the flow gradient of the triangular roof portion between the descending buildings is fixed to one end of the building portion passing through the main building is installed on the inner and outer bundle materials. Based on pre-installing a mounting piece for bolting the climbing beam material to one end of the inclined portion, it is possible to conveniently join the building material and the climbing beam material without using a bundle material, and The purpose is to provide a building structure that allows construction of a half-gable roof with a simple structure.
【0008】[0008]
【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材両端に配さ
れる外の束材と、前記棟部の他端に配する内の束材とに
より架設するとともに、前記傾斜部の一端かつ両側面
に、前記降り棟に沿って前記外の束材にのびる登り梁材
をボルト止めする取付片を予設している。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 material that is fixed to one end of the ridge member by bolts to the other end of the inclined portion and is arranged at both ends of the joint material in a direction orthogonal to the flow gradient of the triangular roof portion, and the other end of the ridge portion. In addition to erection with the inner bundle arranged at the end of the sloped portion, a mounting piece for bolting the climbing beam extending to the outer bundle along the alighting ridge is pre-installed at one end and both side surfaces of the inclined portion. There is.
【0009】[0009]
【作用】棟材は、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。又該継ぎ材の両端
には外の束材が配されるとともに、この外の束材と前記
棟部の他端に配される内の束材とにより前記棟材を架設
している。さらに降り棟に沿って前記外の束材にのびる
登り梁材の上端は、前記棟材の傾斜部の一端かつ両側面
に予め溶着された取付片にボルト止めすることにより固
定される。従って、棟材を内、外の束材により簡易な構
成で配設しうるとともに、棟材と登り梁材の上端とを、
前記取付片を介して、束材を用いることなく能率よく接
続でき、登り梁材の架け渡しを能率化する。さらに取付
片は予め棟材に取付けられているため、登り梁材を便利
に固定でき、作業性を高めうる。[Function] The building material is such that one end of a downward sloped part that is inclined by the flow gradient of the triangular roof part is fixed to one end of the ridge part that passes through the main building, and the other end of the sloped part has a flow gradient of the triangular roof part. The joint material in the right angle is bolted. An outer bundle is arranged at both ends of the joint material, and the ridge is constructed by the outer bundle and the inner bundle arranged at the other end of the ridge. Further, the upper end of the climbing beam member extending to the outer bundle member along the descending ridge is fixed by bolting to mounting pieces that are pre-welded to one end and both side surfaces of the inclined portion of the ridge member. Therefore, the building material can be arranged with a simple structure by the inner and outer bundles, and the building material and the upper end of the climbing beam are
Through the attachment piece, it is possible to efficiently connect without using a bundle material, and to efficiently bridge the climbing beam material. Further, since the attachment piece is attached to the building material in advance, the climbing beam material can be conveniently fixed, and the workability can be improved.
【0010】又前記登り梁材を、前記外の束材を越えて
家屋の軒先コーナ部に延設することにより寄棟屋根の屋
根組を形成しうる一方、前記登り梁材を外の束材で終端
させることにより半切妻屋根の屋根組を形成しうる。こ
のように寄棟屋根又は半切妻屋根は傾斜部を有する棟材
を用いて形成でき、部材種類の削減を図りうるととも
に、コストダウンを達成しうる。The climbing beam can be extended to the eaves corner of the house beyond the outside bundle to form a roof set of a side roof, while the climbing beam is placed outside the bundle. A half gable roof set can be formed by terminating at. As described above, the hipped roof or the half gabled roof can be formed by using a building material having an inclined portion, and the number of members can be reduced and the cost can be reduced.
【0011】[0011]
【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。なお図1において
棟の構造が寄棟屋根R1を形成する場合を例示するとと
もに、図2は棟の構造が半切妻屋根R2を形成する場合
を略示している。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. 1 illustrates the case where the structure of the ridge forms the dormitory roof R1, and FIG. 2 schematically illustrates the case where the structure of the ridge forms the half gable roof R2.
【0012】図1において棟の構造は、寄棟屋根R1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C
1、C1と降り棟B、B間の三角屋根部C2とを有して
いる。In FIG. 1, the structure of the ridge is provided with a roof set forming a ridged roof R1, and at one end of the main ridge A forming the ridgeline of the roof, the main ridge A is opened in a V shape and faces downward. Main ridge C on both sides of the main ridge A, which has descending ridges B and B
1 and C1 and a descending building B, and a triangular roof portion C2 between B.
【0013】前記寄棟屋根R1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、
前記降り棟Bに沿うことにより、その上端が前記傾斜部
2Bの一端2B1と交わりかつ取付片3を用いて接合さ
れる登り梁材4、4、前記傾斜部2Bの他端2B2に棟
材・継ぎ材接合金具5(図4に示す)を用いて接合され
かつ前記三角屋根部C2の流れ勾配と直角な向きの継ぎ
材6、該継ぎ材6の両端に配される外の束材7、7及び
前記棟部2Aの他端2A2に配する内の束材9を含む。
又本実施例では、前記登り梁材4、4の下端に、前記外
の束材7、7上端に配される継ぎ材・登り梁接合金具1
0、10を用いて接合されかつ降り棟B、Bに沿って家
屋の軒先コーナ部E、Eにのびる下の登り梁11、11
を一直線上に配設するとともに、前記屋根組は本体骨組
上に載設される。The roof set forming the ridged roof R1 is a building material 2 consisting of a horizontal ridge portion 2A passing through the main ridge A and a downwardly inclined portion 2B inclined by the flow gradient of the triangular roof portion C2,
The climbing beam members 4, 4 whose upper end intersects with one end 2B1 of the inclined portion 2B and is joined by using the mounting piece 3 by following the descending ridge B, and the other end 2B2 of the inclined portion 2B. A joint material 6 which is joined using a joint material joint fitting 5 (shown in FIG. 4) and is oriented at a right angle to the flow gradient of the triangular roof portion C2, and outer bundle materials 7 arranged at both ends of the joint material 6. 7 and an inner bundle material 9 arranged on the other end 2A2 of the ridge portion 2A.
Further, in the present embodiment, the joining material / climbing beam joining metal fitting 1 arranged on the lower ends of the climbing beam members 4 and 4 and on the upper ends of the outer bundle members 7 and 7.
Climb beams 11 and 11 which are joined using 0 and 10 and extend to the eave corners E of the house along the descending ridges B and B.
Are arranged on a straight line, and the roof frame is mounted on the main frame.
【0014】本体骨組は、前記軒先コーナ部Eに立設さ
れるコーナ柱16、16と、該コーナ柱16、16の間
かつ前記三角屋根部C2の軒先の略中央に配される中の
柱17と、前記主屋根部C1の軒先に沿う中の柱19と
を具える。又柱16、17間にはその上端を結ぶ妻方向
屋根梁21、21が架設されるとともに、柱16、19
間には主棟Aと平行な桁方向屋根梁22、22が架け渡
される。The main body frame is composed of corner pillars 16 and 16 which are erected in the corner E of the eaves, and an inner pillar arranged between the corner pillars 16 and 16 and substantially in the center of the eaves of the triangular roof portion C2. 17 and a middle pillar 19 along the eaves of the main roof portion C1. Gable roof beams 21 and 21 connecting the upper ends of the pillars 16 and 17 are installed between the pillars 16 and 17.
Girder roof beams 22, 22 parallel to the main building A are laid between them.
【0015】なお桁方向屋根梁22、22は、本実施例
では、通常90cm〜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
配される一方、桁方向屋根梁22、22の間には、主棟
A方向にのびる桁方向内屋根梁23が、その端部を前記
中の柱17に固定することにより配されている。さらに
前記桁方向屋根梁22、22間には、前記外の束材7、
7が立設する妻方向内屋根梁24Aと、前記内の束材9
が立設する妻方向内屋根梁24Bとが夫々架け渡され
る。In the present embodiment, the girder roof beams 22 and 22 are arranged at a distance of 6.5 times the module, which is the standard size of a house, which is usually set in the range of 90 cm to 100 cm, in the end direction. Between the girder roof beams 22, 22, a girder inner roof beam 23 extending in the main ridge A direction is arranged by fixing the end portion thereof to the pillar 17 in the inside. Further, between the girder roof beams 22, 22, the outer bundle member 7,
Wiring direction inner roof beam 24A on which 7 stands, and bundle member 9 in the above
And the inner roof beams 24B, which are erected, are bridged over.
【0016】前記各屋根梁21、22、23、24A、
24Bは、図1に示すように、上下の水平なフランジ2
5、25間を垂直な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16、17、19はH形鋼か
ら形成されるとともに、屋根梁21、22、23、24
A、24Bは高さが整一して配設されている。The roof beams 21, 22, 23, 24A,
24B, as shown in FIG. 1, the upper and lower horizontal flanges 2
I with the same cross-section where 5 and 25 are connected by a vertical web
The pillars 16, 17, 19 are made of H-shaped steel, and the roof beams 21, 22, 23, 24 are made of H-shaped steel.
The heights of A and 24B are uniform.
【0017】前記棟材2は、本実施例では、図1、4に
示すように、垂直なウエブ30の上下にフランジ31、
31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32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。In this embodiment, as shown in FIGS. 1 and 4, the ridge member 2 includes a flange 31 on the upper and lower sides of a vertical web 30, and a flange 31.
An end portion 2B1 of an inclined portion 2B, which is made of a shaped steel material using an I-shaped steel having 31 and is inclined downward via a rectangular plate 32, is fixed to one end 2A1 of a horizontal ridge portion 2A along the main ridge A by welding or the like. It is shaped like a letter.
【0018】さらに前記傾斜部2Bの他端2B2、すな
わち下端には、前記棟材・継ぎ材接合金具5を用いて継
ぎ材6が固定される。継ぎ材6は、ウエブ34の上下に
水平なフランジ35、35を設けたI形鋼から形成され
るとともに、継ぎ材6の中央かつ前記ウエブ34、上下
のフランジ35、35に囲まれた溝部に溶着等により垂
直に固定された前記棟材・継ぎ材接合金具5の継ぎ材結
合片5Aから前記三角屋根部C2の流れ勾配で傾き上向
きに突出する棟材結合片5Bを、前記棟材2の傾斜部2
Bのウエブ30にボルト止めすることにより、継ぎ材6
は、三角屋根部C2の流れ勾配と直角、すなわち妻方向
に向いて棟材2に水平に結合される。さらに継ぎ材6の
両端は、前記外の束材7、7の上端に前記継ぎ材・登り
梁接合金具10を用いて支持される。Further, a joint member 6 is fixed to the other end 2B2 of the inclined portion 2B, that is, the lower end thereof, by using the ridge member / joint member joint fitting 5. The joint material 6 is made of I-shaped steel having horizontal flanges 35, 35 provided on the upper and lower sides of the web 34, and in the center of the joint material 6 and in the groove portion surrounded by the web 34, the upper and lower flanges 35, 35. From the joining material joining piece 5A of the joining material / joining material joining metal fitting 5 which is vertically fixed by welding or the like, a joining material joining piece 5B which is inclined upward by the flow gradient of the triangular roof portion C2 and protrudes upward is attached to the joining material joining piece 5B. Slope 2
By bolting to the web 30 of B, the splice material 6
Is connected to the ridge member 2 horizontally at a right angle to the flow gradient of the triangular roof portion C2, that is, in the gable direction. Further, both ends of the joint material 6 are supported on the upper ends of the outer bundle materials 7, 7 by using the joint material / climbing beam joint fitting 10.
【0019】外の束材7は、図1に示すように、前記妻
方向内屋根梁24A上に立設された例えば角鋼管からな
り、その上端に予め溶着等により継ぎ材・登り梁接合金
具10が取付けられている。継ぎ材・登り梁接合金具1
0は、図5、6に示すように、上端縁が降り棟Bの傾斜
勾配で傾きかつ前記外の束材7上端に垂直に固着された
台形状の基板40と、該基板40の両側面に固着されか
つ矩形の固定片41を有したコ字の取付金具42とから
なる。As shown in FIG. 1, the outer bundle member 7 is made of, for example, a square steel tube erected on the end-direction inner roof beam 24A, and its upper end is preliminarily welded or the like to join a joint member and a climbing beam. 10 is attached. Joint material, climbing beam joint fitting 1
As shown in FIGS. 5 and 6, reference numeral 0 denotes a trapezoidal substrate 40 whose upper edge is inclined at the inclination of the descending ridge B and is vertically fixed to the upper end of the outer bundle 7, and both side surfaces of the substrate 40. And a U-shaped fitting 42 having a rectangular fixing piece 41.
【0020】前記継ぎ材6は、図3、6に示すように連
結金具45を介して前記取付金具42に固定される。前
記連結金具45は、継ぎ材6のウエブ34に穿設された
ボルト挿入孔34aに合う位置に透孔46aを設けた矩
形の継ぎ材連結片46と、前記取付金具42の固定片4
1に設けられたボルト挿入孔41aに合う位置に透孔4
7aを設けた矩形の連結片47とを有した折曲げ板材か
らなるとともに、前記ボルト挿入孔34aと透孔46a
とを貫通するボルトにより継ぎ材6を固定し、かつボル
ト挿入孔41aと透孔47aとを通るボルトにより前記
継ぎ材6は連結金具46を介して継ぎ材・登り梁接合金
具10に連結され、継ぎ材6端部を外の束材7により支
持する。As shown in FIGS. 3 and 6, the joint member 6 is fixed to the mounting member 42 via a connecting member 45. The connecting metal fitting 45 is a rectangular connecting material connecting piece 46 having a through hole 46a at a position matching the bolt insertion hole 34a formed in the web 34 of the connecting material 6, and the fixing piece 4 of the mounting metal fitting 42.
1 has a through hole 4 at a position matching the bolt insertion hole 41a.
7a and a rectangular connecting piece 47 and a bent plate material, and the bolt insertion hole 34a and the through hole 46a.
The joint material 6 is fixed by a bolt penetrating through and the joint material 6 is connected to the joint material / climbing beam joint fitting 10 via a connecting fitting 46 by a bolt passing through the bolt insertion hole 41a and the through hole 47a. The end portion of the joint material 6 is supported by the outer bundle material 7.
【0021】従って前記棟材2の傾斜部2Bの他端2B
2は、前記継ぎ材6両端に固定された前記外の束材7、
7により支持されるとともに、棟材2の棟部2Aの他端
2A2は、前記妻方向内屋根梁24Bに立設された内の
束材9により支持され、これにより棟材2は、前記外の
束材7、7と内の束材9とにより架設される。なお前記
外の束材9は、その上端に固着された接続金具49を、
棟材2のウエブ30にボルト止めすることにより該棟材
2の棟部2Aの他端2A2を固定する。Therefore, the other end 2B of the inclined portion 2B of the building material 2
2 is the outer bundle member 7 fixed to both ends of the joint member 6,
While being supported by 7, the other end 2A2 of the ridge portion 2A of the ridge member 2 is supported by an inner bundle member 9 which is erected on the gable-direction inner roof beam 24B. The bundles 7 and 7 and the bundle 9 therein are installed. The outer bundle member 9 has a connection fitting 49 fixed to the upper end thereof,
The other end 2A2 of the ridge portion 2A of the ridge member 2 is fixed by bolting to the web 30 of the ridge member 2.
【0022】さらに前記登り梁材4は、図1、3、5、
6に示すように、その上端を前記棟材2の傾斜部2Bの
一端2B1かつ両側面に固着された棟材・登り梁材接合
金具13の取付片3にボルト止めし、かつ下端を前記継
ぎ材・登り梁材接合金具10の基板40にボルト止めす
ることにより、前記降り棟Bに沿って固定される。Further, the climbing beam member 4 is shown in FIGS.
6, the upper end is bolted to one end 2B1 of the inclined portion 2B of the ridge member 2 and the mounting piece 3 of the ridge member / climbing beam joint fitting 13 fixed to both side surfaces, and the lower end is joined to the joint. It is fixed along the alighting ridge B by bolting it to the board 40 of the material / climbing beam material fitting 10.
【0023】登り梁材4は、垂直なウエブ51の上下に
降り棟Bの傾斜勾配を有してフランジ52、52を設け
たI形鋼からなるとともに、そのウエブ51上端部が前
記取付片3にボルトを用いて結合される。該取付片3
は、図5に示すように、予め前記傾斜部2Bの一端2B
1に溶着された平板状の棟材・登り梁材接合金具13の
前記降り棟Bに突出する矩形の板材であり、前記登り梁
材4のウエブ51をボルト結合することにより、登り梁
材4の上端と、棟材2の傾斜部2Bとは、一体かつ強固
に接合でき、従来の束材を介して接合するものと比べて
その取付構造が簡略化でき、施工能率を高めうる。The climbing beam 4 is made of an I-shaped steel having vertical flanges 51, 52 on the upper and lower sides of a vertical web 51 and having a slope gradient of the lower building B, and the upper end of the web 51 is the mounting piece 3 described above. It is connected with a bolt. The mounting piece 3
Is, as shown in FIG. 5, one end 2B of the inclined portion 2B in advance.
1 is a rectangular plate member of the flat plate-shaped ridge member / climbing beam member joining metal fitting 13 that is projected to the descending ridge B, and the web 51 of the climbing beam member 4 is bolted to the climbing beam member 4 The upper end and the inclined portion 2B of the ridge member 2 can be integrally and firmly joined, and the attachment structure can be simplified and the construction efficiency can be improved as compared with the conventional joint by a bundle.
【0024】なお登り梁材4の上下のフランジ52、5
2の上端部及び下端部は、前記取付片3、継ぎ材・登り
梁材接合金具の基板40との接合の際の干渉を防止する
ため、ウエブ51の片側で切欠かれている。又登り梁材
4を、その強度を増すため溝形鋼のウエブを背中合わせ
に固着することにより形成してもよい。The upper and lower flanges 52, 5 of the climbing beam 4
The upper end and the lower end of 2 are notched on one side of the web 51 in order to prevent interference at the time of joining the attachment piece 3 and the joining material / climbing beam joining fitting to the substrate 40. Alternatively, the climbing beam member 4 may be formed by fixing webs of channel steels back to back to increase the strength thereof.
【0025】さらに降り棟Bには、前記登り梁材4と一
直線上に下の登り梁材11が配設される。該下の登り梁
材11も、前記登り梁材4と断面同形のI形鋼からな
り、そのウエブ上端部をを前記基板40の下方部に、又
下端を、前記コーナ柱16上に固着された取付金具55
に夫々ボルト止めすることにより降り棟Bに沿って固定
される。なお前記取付金具55は、コーナ柱16上面に
立設された立上げ部55Aの上端に降り棟Bの傾斜勾配
で上に傾きかつ前記下の登り梁材11にボルト結合され
る取付部55Bを設けた折曲げ板材からなる。Further, in the descending building B, a lower climbing beam member 11 is arranged in line with the climbing beam member 4. The climbing beam member 11 below is also made of I-shaped steel having the same cross-section as the climbing beam member 4, and the upper end of the web is fixed to the lower part of the substrate 40 and the lower end is fixed to the corner column 16. Mounting bracket 55
They are fixed along the descending ridge B by bolting them to each other. The mounting bracket 55 has a mounting portion 55B that is tilted upward at the upper end of a rising portion 55A that is erected on the upper surface of the corner pillar 16 and is bolted to the climbing beam member 11 below. It consists of a bent plate material.
【0026】さらにハ字状にのびた1対の前記下の登り
梁材11、11間には、図1に示すように、母屋材57
が架設されるとともに、該母屋材57の略中央は、前記
桁方向内屋根梁23に立設された束材59により支持さ
れる。又前記妻方向内屋根梁24Aの上方には、図1、
3に示すように、前記継ぎ材・登り梁材接合金具10の
外側の前記取付金具42の固定片41に連結金具60を
介して上端がボルト止めされ、かつ下端が前記桁方向屋
根梁22上に固着された取付金具55により固定される
I形鋼からなる登り小梁61が配設される。又前記妻方
向内屋根梁24B上方には、合掌材65が棟材2と桁方
向屋根梁22との間に架設され、小屋組強度を高めてい
る。Further, as shown in FIG. 1, a purlin material 57 is provided between the pair of lower climbing beam members 11 extending in a V shape.
The main member 57 is supported by a bundle member 59 which is erected on the girder-direction inner roof beam 23. In addition, as shown in FIG.
As shown in 3, the upper end is bolted to the fixing piece 41 of the attachment fitting 42 outside the joint material / climbing beam joint fitting 10 via the connecting fitting 60, and the lower end is on the girder roof beam 22. A climbing beam 61 made of I-shaped steel, which is fixed by a mounting member 55 fixed to, is provided. Further, above the roof direction inner roof beam 24B, a chimney member 65 is installed between the ridge member 2 and the girder direction roof beam 22 to enhance the strength of the roof frame.
【0027】なお図2に略示するように、前記継ぎ材
6、外の束材7、7、及び登り小梁61、61を残して
その外側の下の登り梁材11などを省略することにより
棟材2を用いて、半切妻屋根R2を形成しうる。このよ
うに棟材2は、寄棟屋根又は半切妻屋根に利用でき、部
材種類の削減を図りうる。As shown schematically in FIG. 2, the joint member 6, the outer bundle members 7, 7 and the climbing beams 61, 61 are left and the climbing beam member 11 and the like below them are omitted. Thus, the building material 2 can be used to form the half gable roof R2. In this way, the building material 2 can be used for a hipped roof or a half-gable roof, and the number of member types can be reduced.
【0028】又桁方向屋根梁22、22の間隔を前記の
ごとくモジュールの6.5倍とした屋根組において、継
ぎ材6をモジュールの1.5倍としかつ前記外の束材
7、7を妻方向内屋根梁24Aの中央から等しい距離を
隔てて立設することにより主棟Aを屋根の中央に位置さ
せることができ、屋根の見映えを高めうる。Further, in the roof set in which the spacing between the girder-direction roof beams 22, 22 is 6.5 times the module as described above, the joint material 6 is 1.5 times the module and the outer bundles 7, 7 are The main building A can be located in the center of the roof by standing up the same distance from the center of the roof-direction inner roof beam 24A, and the appearance of the roof can be improved.
【0029】[0029]
【発明の効果】叙上の如く本発明の棟の構造は、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く
の傾斜部の一端を固着した棟材を、継ぎ材の両端に配す
る外の束材と内の束材とに架設している。従って寄棟屋
根又は半切妻屋根の屋根組を、前記傾斜部を利用して形
成しうるとともに、内、外の束材のみにより棟材を支持
でき、構成の簡略化を図りうる。As described above, according to the structure of the ridge of the present invention, one end of the ridge portion passing through the main ridge is joined to one end of the downward sloping portion inclined by the flow gradient of the triangular roof portion. It is installed on the outer bundle and the inner bundle arranged at both ends of the bundle. Therefore, a roof set of a hipped roof or a half gabled roof can be formed by utilizing the inclined portion, and the ridge members can be supported only by the inner and outer bundle members, and the structure can be simplified.
【0030】又登り梁材の上端は、前記棟材の傾斜部の
一端かつ両側面に予め溶着された取付片にボルト止めす
ることにより固着される。このように、棟材と登り梁材
の上端とを、前記取付片を介して、束材を用いることな
く能率よく接続でき、登り梁材の架け渡しを能率化しう
る。Further, the upper end of the climbing beam member is fixed by bolting to a mounting piece previously welded to one end and both side surfaces of the inclined portion of the ridge member. In this way, the ridge member and the upper end of the climbing beam can be efficiently connected through the attachment piece without using a bundle member, and the climbing beam can be efficiently bridged.
【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】半切妻屋根の屋根組を簡略化して示す斜視図で
ある。FIG. 2 is a simplified perspective view showing a roof set of a half gable roof.
【図3】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. 3 is a plan view showing a mounting state of a building material, a joint material, and a climbing beam material.
【図4】棟材と継ぎ材との取付状態を示す断面図であ
る。FIG. 4 is a cross-sectional view showing a mounting state of a building material and a joint material.
【図5】登り梁材と外の束材との取付状態を示す断面図
である。FIG. 5 is a cross-sectional view showing a mounting state of a climbing beam member and an outer bundle member.
【図6】その分解斜視図である。FIG. 6 is an exploded perspective view thereof.
2 棟材 2A 棟部 2B 傾斜部 3 取付片 4 登り梁材 6 継ぎ材 7 外の束材 9 内の束材 A 主棟 B 降り棟 C1 主屋根部 C2 三角屋根部 R1 寄棟屋根 R2 半切妻屋根 2 Building material 2A Building part 2B Inclined part 3 Mounting piece 4 Climbing beam material 6 Joint material 7 Outer bundle material 9 Inner bundle material A Main wing B Descending building C1 Main roof C2 Triangular roof R1 Side roof R2 Half gable 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
向きの継ぎ材両端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とともに、前記傾
斜部の一端かつ両側面に、前記降り棟に沿って前記外の
束材にのびる登り梁材をボルト止めする取付片を予設し
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 both ends of the joint material in a direction orthogonal to the flow gradient of the triangular roof portion, and an inner bundle material that is arranged at the other end of the ridge portion The structure of the ridge, which is constructed by erection by means of the above, and preliminarily installs, at one end and both side surfaces of the inclined portion, a mounting piece for bolting a climbing beam member extending to the outer bundle member along the descending ridge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3075570A JPH0754017B2 (en) | 1991-03-14 | 1991-03-14 | Ridge structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3075570A JPH0754017B2 (en) | 1991-03-14 | 1991-03-14 | Ridge structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04285242A JPH04285242A (en) | 1992-10-09 |
| JPH0754017B2 true JPH0754017B2 (en) | 1995-06-07 |
Family
ID=13579975
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3075570A Expired - Fee Related JPH0754017B2 (en) | 1991-03-14 | 1991-03-14 | Ridge structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0754017B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5634315A (en) * | 1994-03-02 | 1997-06-03 | Sogo Corporation | Buildings method of construction |
| CN112112340B (en) * | 2020-09-24 | 2025-06-20 | 中国恩菲工程技术有限公司 | Large span antique hip roof structure |
-
1991
- 1991-03-14 JP JP3075570A patent/JPH0754017B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH04285242A (en) | 1992-10-09 |
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