JPH04285242A - Ridge structure - Google Patents
Ridge structureInfo
- Publication number
- JPH04285242A JPH04285242A JP3075570A JP7557091A JPH04285242A JP H04285242 A JPH04285242 A JP H04285242A JP 3075570 A JP3075570 A JP 3075570A JP 7557091 A JP7557091 A JP 7557091A JP H04285242 A JPH04285242 A JP H04285242A
- Authority
- JP
- Japan
- Prior art keywords
- ridge
- roof
- main
- climbing beam
- climbing
- 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
Links
- 239000000463 material Substances 0.000 claims abstract description 125
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 11
- 239000010959 steel Substances 0.000 claims abstract description 11
- 230000009194 climbing Effects 0.000 claims description 54
- 239000002184 metal Substances 0.000 description 16
- 238000003780 insertion Methods 0.000 description 4
- 230000037431 insertion Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000000758 substrate Substances 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
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。[Industrial Application Field] The present invention enables a hipped or semi-gabled roof to be created with a simple structure by constructing a ridge member with a sloped part fixed to one end of the ridge passing through the main ridge on inner and outer bundles. Regarding the structure of the ridge 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 The panel construction method is often used in houses in which the roof, walls, etc. of a house are formed by arranging panel bodies such as roof panels and wall panels on a frame body using a steel frame body.
【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。[0003] Also, such houses have a hipped roof that has a main ridge that forms the ridgeline of the roof, and a pair of ridges that extend in a V-shape from the end of the main ridge to the corner of the eaves of the house. While this is sometimes adopted, a semi-gable roof is also often used where the ridge ends at the side eave of a gable roof that extends obliquely upward from the corner of the eaves toward the gable.
【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。[0004] The roof assembly of such a hip roof or a semi-gable roof includes, for example, a ridge material along the main ridge, a climbing beam material along the descending ridge, and a small climbing beam that is perpendicular to the eaves and connected to the climbing beam material. Furthermore, it is formed using frame materials such as purlins that connect horizontally between 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。[Problems to be Solved by the Invention] In such roof assemblies, conventionally, the end of the ridge material and the upper end of the climbing beam are connected by a bundle of materials being raised at the intersection of the end of the ridge material and the upper end of the climbing beam. , it was installed by supporting the upper ends of the climbing beams, respectively.
In addition to increasing the number of man-hours involved in installing such bundles, there are cases in which the bundles cannot be installed upright depending on the arrangement of the beams below, so an improvement 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。[0006] Furthermore, there is a large difference in structure between a roof assembly forming a hipped roof and a roof assembly forming a semi-gable roof, and it is difficult to develop a new structure in which both can be formed from the same basic roof assembly. His 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。[0007] The present invention is characterized in that a ridge material is fixed to one end of a downwardly sloping part that slopes with the flow gradient of the triangular roof section between the ridges at one end of the ridge passing through the main ridge, and is constructed on inner and outer bundle materials. Basically, by pre-installing a mounting piece for bolting the climbing beam at one end of the slope, it is possible to conveniently connect the ridge material and the climbing beam without using bundles, and it is also possible to connect the ridge material and the climbing beam without using bundles. The purpose is to provide a ridge structure that allows construction of a semi-gable roof with a simple configuration.
【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。[Means for Solving the Problem] The present invention has a descending ridge at one end of the main building that opens in a V-shape with respect to the main ridge and extends downward, and a space between the main roof portion on both sides of the main ridge and the descending ridge. A structure of a ridge forming a hipped or semi-gabled roof having a triangular roof part, the ridge part being made of shaped steel and passing through the main ridge, at one end thereof, has a downwardly sloping part inclined at the flow gradient of the triangular roof part. The ridge material with one end fixed is bolted to the other end of the sloping part, and the outer bundle material is arranged at both ends of the splicing material in a direction perpendicular to the flow slope of the triangular roof part, and the other end of the ridge part. At the same time, at one end and both sides of the inclined part,
A mounting piece is preliminarily provided along the descending ridge for bolting a climbing beam extending to the outer bundle material.
【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 ridge material fixes one end of the downward sloping part that slopes with the flow slope of the triangular roof part to one end of the ridge part that passes through the main ridge, and fixes the end of the downward slope part that slopes with the flow slope of the triangular roof part to the other end of the slope part. The joints are bolted together at right angles. Further, outer bundle members are arranged at both ends of the joint material, and the ridge member is constructed by the outer bundle members and the inner bundle member arranged at the other end of the ridge portion. Further, the upper end of the climbing beam extending along the outer bundle member along the lower ridge member is fixed by bolting to a mounting piece welded in advance to one end and both side surfaces of the sloped portion of the ridge member. Therefore, the ridge material can be arranged in a simple configuration using the inner and outer bundle materials, and the upper end of the ridge material and the climbing beam material can be
Through the attachment piece, the connection can be made efficiently without using bundled materials, and the installation of the climbing beam materials can be made more efficient. Furthermore, since the mounting pieces are attached to the ridge material in advance, the climbing beam material can be conveniently fixed, improving work efficiency.
【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。[0010]Also, by extending the climbing beam material beyond the outside bundle material to the corner of the eaves of a house, a roof assembly of a hipped roof can be formed; By terminating at , a half-gable roof truss can be formed. In this way, a hipped roof or a semi-gabled roof can be formed using a ridge member having a sloped portion, and it is possible to reduce the number of types of parts and reduce costs.
【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 assembly in which the ridge structure of the present invention can be adopted, with each member being simplified. Note that FIG. 1 illustrates a case where the ridge structure forms a hipped roof R1, and FIG. 2 schematically illustrates a case where the ridge structure forms a 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 includes a roof assembly forming a hipped roof R1, and at one end of the main ridge A that forms the ridgeline of the roof, there is a roof that opens in a V-shape with respect to the main ridge A and extends downward. The main roof part C on both sides of the main building A has extending descending buildings B and B.
1, C1, and a triangular roof section C2 between the descending ridge B and 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 assembly forming the hipped roof R1 includes a ridge member 2 consisting of a horizontal ridge portion 2A passing through the main ridge A and a downwardly sloped portion 2B inclined at the flow gradient of the triangular roof portion C2;
Climbing beams 4, 4, whose upper ends intersect with one end 2B1 of the inclined part 2B and are joined using the attachment piece 3, are attached to the other end 2B2 of the inclined part 2B along the descending ridge B. a splicing material 6 joined using a splicing material joining fitting 5 (shown in FIG. 4) and oriented perpendicular to the flow gradient of the triangular roof portion C2; an outer bundle material 7 disposed at both ends of the splicing material 6; 7 and a bundle material 9 disposed at the other end 2A2 of the ridge portion 2A. In addition, in this embodiment, a joining material/climbing beam joining metal fitting 1 is provided at the lower end of the climbing beam materials 4, 4 and at the upper end of the outer bundle materials 7, 7.
Lower climbing beams 11, 11 are joined using ridges 0 and 10 and extend along the lower ridges B and B to the eaves corners E and E of the house.
are arranged in a straight line, and the roof assembly is placed on the main body 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 includes corner pillars 16, 16 erected at the eaves corner portion E, and an inner pillar located between the corner pillars 16, 16 and approximately in the center of the eaves of the triangular roof portion C2. 17, and an inner pillar 19 along the eaves of the main roof portion C1. Additionally, gable roof beams 21 and 21 are installed between the columns 16 and 17 to connect their upper ends, and the columns 16 and 19
Girder direction roof beams 22, 22 parallel to the main building A are spanned 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 this embodiment, the girder direction roof beams 22, 22 are spaced apart in the gable direction by 6.5 times the module, which is the standard dimension of a house, which is usually set in the range of 90 cm to 100 cm. , between the girder direction roof beams 22, 22,
An inner roof beam 23 extending in the direction of the main building A is arranged by fixing its end to the inner pillar 17. Further, between the girder direction roof beams 22, 22, there is an inner gable roof beam 24A on which the outer bundle members 7, 7 are erected, and an inner gable roof beam 24B on which the inner bundle members 9 are erected. are bridged respectively.
【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。[0016] Each of the roof beams 21, 22, 23, 24A,
24B is the upper and lower horizontal flanges 2 as shown in FIG.
I with the same cross-section connecting 5 and 25 by a vertical web
The columns 16, 17, 19 are made of H-section steel, and the roof beams 21, 22, 23, 24 are made of section steel.
A and 24B are arranged with the same height.
【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, the ridge member 2 has flanges 31 on the upper and lower sides of a vertical web 30, as shown in FIGS. 1 and 4.
31, and one end 2B1 of the downwardly inclined inclined part 2B is fixed to one end 2A1 of the horizontal ridge part 2A along the main building A by welding or the like via a rectangular plate 32. It forms a sakuji shape.
【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。Furthermore, a joint material 6 is fixed to the other end 2B2, ie, the lower end, of the inclined portion 2B using the ridge material/joint material joining fitting 5. The splicing material 6 is formed from an I-beam steel having horizontal flanges 35, 35 on the upper and lower sides of the web 34, and has a groove in the center of the splicing material 6 surrounded by the web 34 and the upper and lower flanges 35, 35. The ridge material joining piece 5B, which is inclined and projects upward at the flow gradient of the triangular roof portion C2, is connected to the ridge material joining piece 5A of the ridge material/joint material joining fitting 5, which is vertically fixed by welding or the like, to the ridge material joining piece 5B of the ridge material 2. Inclined part 2
By bolting to the web 30 of B, the joint material 6
is horizontally connected to the ridge member 2 at right angles to the flow gradient of the triangular roof portion C2, that is, facing toward the gable. Further, both ends of the splicing material 6 are supported by the upper ends of the outer bundle materials 7, 7 using the splicing material/climbing beam joining fittings 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 pipe that is erected on the inner roof beam 24A in the gable direction, and a splicing material/climbing beam joining metal fitting is attached to the upper end of the pipe by welding or the like in advance. 10 is installed. Joint material/climbing beam joining metal fittings 1
0, as shown in FIGS. 5 and 6, a trapezoidal substrate 40 whose upper edge is inclined at the slope of the slope B and is fixed perpendicularly to the upper end of the outer bundle material 7, and both side surfaces of the substrate 40. It consists of a U-shaped mounting bracket 42 that is fixed to and has 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。The joint material 6 is fixed to the mounting fitting 42 via a connecting fitting 45, as shown in FIGS. 3 and 6. The connecting metal fitting 45 includes a rectangular joint material connecting piece 46 having a through hole 46a at a position that matches the bolt insertion hole 34a drilled in the web 34 of the joint material 6, and a fixing piece 4 of the mounting metal fitting 42.
A through hole 4 is located at a position that matches the bolt insertion hole 41a provided in 1.
It is made of a bent plate material having a rectangular connecting piece 47 provided with 7a, and the bolt insertion hole 34a and the through hole 46a.
The splicing material 6 is fixed by a bolt passing through the bolt insertion hole 41a and the through hole 47a, and the splicing material 6 is connected to the splicing material/climbing beam joining metal fitting 10 via the connecting metal fitting 46, The ends of the joint material 6 are 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。[0021] Therefore, the other end 2B of the inclined part 2B of the ridge material 2
2 is the outer bundle material 7 fixed to both ends of the joint material 6;
7, and the other end 2A2 of the ridge part 2A of the ridge member 2 is supported by the inner bundle member 9 erected on the inner roof beam 24B in the gable direction, so that the ridge member 2 is supported by the outer roof beam 24B. It is constructed by the inner bundle members 7, 7 and the inner bundle member 9. Note that the outer bundle material 9 has a connecting fitting 49 fixed to its upper end.
By bolting to the web 30 of the ridge material 2, the other end 2A2 of the ridge portion 2A of the ridge material 2 is fixed.
【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。Furthermore, the climbing beam material 4 is shown in FIGS.
As shown in 6, its upper end is bolted to the mounting piece 3 of the ridge material/climbing beam material joining fitting 13 fixed to one end 2B1 and both sides of the inclined part 2B of the ridge material 2, and the lower end is bolted to the mounting piece 3 of the ridge material/climbing beam material joining fitting 13 fixed to one end 2B1 of the inclined portion 2B of the ridge material 2 and both sides. It is fixed along the descending ridge B by bolting to the base plate 40 of the material/climbing beam joining 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2B1
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 member 4 is made of an I-shaped steel having flanges 52, 52 having a slope of a descending ridge B on the upper and lower sides of a vertical web 51, and the upper end of the web 51 is connected to the mounting piece 3. are connected using bolts. As shown in FIG. 5, the mounting piece 3 is attached to one end 2B1 of the inclined portion 2B in advance.
It is a rectangular plate that protrudes to the descending ridge B of the flat ridge material/climbing beam material joint fitting 13 welded to the ridge material, and by bolting the web 51 of the climbing beam material 4, The upper end and the inclined portion 2B of the ridge material 2 can be integrally and firmly joined, and the mounting structure can be simplified compared to the conventional method of joining via bundled materials, and the construction efficiency can be improved.
【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。Furthermore, the upper and lower flanges 52, 5 of the climbing beam material 4
The upper and lower ends of the web 51 are cut out on one side of the web 51 in order to prevent interference when the mounting piece 3, joint material/climbing beam joining metal fittings are joined to the substrate 40. The climbing beam 4 may also be formed by fixing channel steel webs back to back to increase its strength.
【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。Furthermore, in the descending ridge B, a lower climbing beam 11 is arranged in line with the climbing beam 4. The lower climbing beam 11 is also made of an I-beam with the same cross-sectional shape as the climbing beam 4, and its upper end is fixed to the lower part of the base plate 40, and its lower end is fixed to the corner pillar 16. It is fixed along the landing ridge B by bolting it to the mounting brackets 55, respectively. The mounting bracket 55 has a mounting part 55B that is tilted upward at the slope of the descending ridge B and bolted to the lower climbing beam 11 at the upper end of the rising part 55A that is erected on the upper surface of the corner pillar 16. 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。Furthermore, as shown in FIG. 1, between the pair of lower climbing beams 11, 11 extending in a V-shape, there is a purlin material 57.
is constructed, and the approximate center of the purlin material 57 is supported by a bundle material 59 erected on the inner roof beam 23 in the girder direction. Moreover, above the inner roof beam 24A in the gable direction, FIG.
3, the upper end is bolted to the fixing piece 41 of the mounting bracket 42 on the outside of the splicing material/climbing beam joining metal fitting 10 via the connecting metal fitting 60, and the lower end is bolted to the fixing piece 41 of the mounting metal fitting 42 on the outside of the joint material/climbing beam material joining metal fitting 10, and the lower end is bolted to the fixing piece 41 of the mounting metal fitting 42 on the outside of the joint material/climbing beam material joining metal fitting 10, and the lower end is bolted to the fixing piece 41 of the mounting metal fitting 42 on the outside of the joint material/climbing beam material joining metal fitting 10. A small climbing beam 61 made of I-beam steel is provided which is fixed by a mounting bracket 55 fixed to. Further, above the inner roof beam 24B in the gable direction, a gassho member 65 is installed between the ridge member 2 and the roof beam 22 in the girder direction to increase 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 material 6
A half-gable roof R2 can be formed using the ridge material 2 by leaving the outer bundle members 7, 7 and the climbing beams 61, 61 and omitting the climbing beams 11 below the outside. In this way, the ridge material 2 can be used for a hip roof or a half-gable roof, and the number of types of components 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。In addition, in the roof assembly 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 bundle material 7 is
, 7 are erected at equal distances from the center of the inner roof beam 24A in the gable direction, the main ridge A can be positioned in the center of the roof, and the appearance of the roof can be enhanced.
【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。[Effects of the Invention] As described above, the structure of the ridge of the present invention is such that a ridge material is attached to one end of the ridge passing through the main ridge, with one end of the downwardly sloping part of the triangular roof part being fixed to the other end. It is installed between the outer bundle material and the inner bundle material arranged at both ends of the material. Therefore, a roof assembly of a hipped roof or a semi-gabled roof can be formed using the sloped portion, and the ridge members can be supported only by the inner and outer bundle members, thereby simplifying the structure.
【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。The upper end of the climbing beam is fixed by bolting to a mounting piece welded in advance to one end and both side surfaces of the sloped portion of the ridge member. In this way, the ridge material and the upper end of the climbing beam can be efficiently connected via the attachment piece without using bundles, and the spanning of the climbing beam can be streamlined.
【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 embodiment of the 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 of a half-gable roof assembly.
【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 how ridge materials, joint materials, and climbing beam materials are attached.
【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 sectional view showing how the ridge material and joint material are attached.
【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 sectional view showing how the climbing beam material and the outer bundle material are attached.
【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 materials 2A Tsunebe 2B Slope part 3 Mounting piece 4 Climbing beam material 6 Joint material 7. Outer bundle material 9 Bundle material inside A Main building B. Descending building C1 Main roof part C2 Triangular roof part R1 Hip 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。Claim 1: A hipped building having a lower ridge at one end of the main building that opens in a V-shape with respect to the main building and extends downward, and a main roof part on both sides of the main building and a triangular roof part between the lower ridges. Or, in the structure of a ridge forming a half-gable roof, a ridge material is attached to one end of the ridge part that is made of shaped steel and passes through the main ridge, with one end of the downwardly sloped part of the triangular roof part tilted at the flow gradient fixed. , an outer bundle member bolted to the other end of the sloping part and arranged at both ends of the joint material in a direction perpendicular to the flow slope of the triangular roof part, and an inner bundle member arranged at the other end of the ridge part. The structure of the ridge is constructed by pre-installing mounting pieces on one end and both sides of the sloping part to bolt a climbing beam extending to the outer bundle 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 true JPH04285242A (en) | 1992-10-09 |
| JPH0754017B2 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) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5634315A (en) * | 1994-03-02 | 1997-06-03 | Sogo Corporation | Buildings method of construction |
| CN112112340A (en) * | 2020-09-24 | 2020-12-22 | 中国恩菲工程技术有限公司 | Large-span antique Xieshan roof structure |
-
1991
- 1991-03-14 JP JP3075570A patent/JPH0754017B2/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5634315A (en) * | 1994-03-02 | 1997-06-03 | Sogo Corporation | Buildings method of construction |
| CN112112340A (en) * | 2020-09-24 | 2020-12-22 | 中国恩菲工程技术有限公司 | Large-span antique Xieshan roof structure |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0754017B2 (en) | 1995-06-07 |
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