JPH06123157A - Different ridge beam - Google Patents

Different ridge beam

Info

Publication number
JPH06123157A
JPH06123157A JP29822392A JP29822392A JPH06123157A JP H06123157 A JPH06123157 A JP H06123157A JP 29822392 A JP29822392 A JP 29822392A JP 29822392 A JP29822392 A JP 29822392A JP H06123157 A JPH06123157 A JP H06123157A
Authority
JP
Japan
Prior art keywords
cross
roof
gable
panel
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.)
Withdrawn
Application number
JP29822392A
Other languages
Japanese (ja)
Inventor
Tomoo Kudo
智勇 工藤
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.)
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry 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 Asahi Chemical Industry Co Ltd filed Critical Asahi Chemical Industry Co Ltd
Priority to JP29822392A priority Critical patent/JPH06123157A/en
Publication of JPH06123157A publication Critical patent/JPH06123157A/en
Withdrawn legal-status Critical Current

Links

Abstract

PURPOSE:To make effective use of an attic space at a different ridge portion and to decrease the kinds of parts used in the installation of different ridge beam. CONSTITUTION:A different ridge beam 1 comprises a plurality of angle-shaped support members 2 mounted on the web of a C-member with pitches corresponding to the width of each gable panel 10. The beam 1 is disposed at a level approximately equal to that at which inclined girder 6 constituting a small roof 3 are disposed, and is secured to a ridge beam 4 at its upper end portion and secured to a tie beam 5 at its lower end portion. A holding member 15 for holding the upper end of each gable panel 10 in position is attached to the inclined beam 8 of a large roof 7 and a mounting bracket 14 is attached to the support member 2 of the beam 1, and each gable panel 10 with a bolt 16 attached thereto is placed on the support member 2 while facing the holding member 7 and the mounting bracket 14 and is held in place by screwing a nut 17 onto the bolt 16.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、複数の妻パネルによっ
て妻壁を構成した切妻屋根の棟違い部に使用される棟違
い梁に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a cross-beam for use in a cross-section of a gable roof having a gable wall composed of a plurality of gable panels.

【0002】[0002]

【従来の技術】最近では、躯体を鉄骨構造とし、外壁を
ALCパネル等のパネル材によって構成した建物が建設
されている。このような建物の中で屋根の構造を切妻屋
根とし且つ大屋根と小屋根とからなる棟違い屋根とした
ものがある。
2. Description of the Related Art Recently, a building having a steel frame structure and an outer wall made of a panel material such as an ALC panel has been constructed. Among such buildings, there is one in which the roof structure is a gable roof and a cross-roof consisting of a large roof and a small roof.

【0003】上記棟違い屋根に於ける棟違い部では妻壁
が大屋根側の斜め梁と水平梁との間に構成されるため、
大屋根と小屋根の屋根裏空間を有効に利用することが出
来ないという問題があった。本件出願人は前記問題を解
決した棟違い梁を開発し、既に特許出願している(特願
平3−191165号)。前記発明に係る棟違い梁は、小屋根
側の一方の屋根と大屋根の一方の屋根が同一平面となる
棟違い屋根を構成する際に有利である。
In the above-mentioned cross-ridge roof, the gable wall is formed between the diagonal beam on the large roof side and the horizontal beam.
There was a problem that the attic space of the large roof and the small roof could not be used effectively. The applicant of the present invention has developed a cross-beam to solve the above problems and has already applied for a patent (Japanese Patent Application No. 3-191165). The cross-beams according to the invention are advantageous in constructing cross-roofs in which one roof on the small roof side and one roof on the large roof are in the same plane.

【0004】[0004]

【発明が解決しようとする課題】然し、上記発明に係る
棟違い梁では、図6に示すように、大屋根51を構成する
屋根51a,51bと小屋根52を構成する屋根52a,52bと
が全く異なる平面をなす場合、即ち、小屋根52の棟梁53
が大屋根51の棟梁54及び斜め梁55から独立して妻壁56に
接続される構造の場合、棟違い梁57どうしの取合部58
や、棟違い梁57と大屋根51側の斜め梁55との取合部59を
構成する必要があり、これ等の取合部58,59毎に異なる
部品が必要となるという問題が生じた。
However, in the crossbeams according to the above invention, as shown in FIG. 6, the roofs 51a and 51b that form the large roof 51 and the roofs 52a and 52b that form the small roof 52 are When making a completely different plane, that is, the master beam 53 of the small roof 52
In the case where the structure is connected to the gable wall 56 independently of the master beam 54 and the slanted beam 55 of the large roof 51, the connecting part 58 between the cross-beams 57
In addition, it is necessary to form a joint 59 between the cross-beam 57 and the diagonal beam 55 on the side of the large roof 51, and a problem arises that different components are required for each of these joints 58 and 59. .

【0005】また同図に示すように棟違い梁57の一部が
妻壁56に突出して該妻壁56と平行に配置されることとな
り、妻壁56を構成するパネルに干渉することがあるとい
う問題が生じた。
Further, as shown in the figure, a part of the ridge beam 57 projects to the end wall 56 and is arranged in parallel with the end wall 56, which may interfere with the panel forming the end wall 56. The problem arises.

【0006】本発明の目的は、上記発明をより発展させ
て屋根裏空間の有効利用をはかると共に部品の点数を増
加させることがなく且つ妻壁に干渉することのない棟違
い梁を提供することにある。
An object of the present invention is to further develop the above invention to provide an effective use of the attic space and to provide a cross-beam that does not increase the number of parts and does not interfere with the end wall. is there.

【0007】[0007]

【課題を解決するための手段】上記課題を解決するため
に本発明に係る棟違い梁は、切妻屋根に於ける棟違い部
に配置される棟違い梁であって、妻壁を構成する妻パネ
ルを支持する支持金具を所定のピッチで取り付けると共
に、一端を高い側の棟梁とは独立した低い側の棟梁に固
定したものである。
In order to solve the above-mentioned problems, a cross-beam according to the present invention is a cross-beam that is arranged in a cross-section of a gable roof, and is a gable forming a gable wall. Supporting metal fittings for supporting the panel are attached at a predetermined pitch, and one end is fixed to a lower side building beam independent of the higher side building beam.

【0008】[0008]

【作用】上記棟違い梁によれば、屋根裏空間の有効利用
をはかると共に部品の種類を増加させることがなく、且
つ棟違い部に於ける高い側の屋根(大屋根)を構成する
二方向の屋根と低い側の屋根(小屋根)を構成する二方
向の屋根とが異なる平面をなすような場合であっても、
棟違い梁が妻壁と干渉することがない。
[Advantage] According to the above-mentioned cross-beam, the two-direction structure that configures the roof (the large roof) on the high side in the cross-section without increasing the number of types of parts while effectively utilizing the attic space Even if the roof and the roof in the lower direction (small roof) form a different plane,
The cross-beam does not interfere with the wife wall.

【0009】即ち、妻パネルを支持する支持金具を所定
のピッチで取り付けて構成した棟違い梁の一端を、棟違
い部に於ける大屋根の棟梁とは独立して設けた小屋根の
棟梁に固定したので、棟違い梁によって棟違い部に於け
る小屋根と対応する妻パネルを支持することが出来る。
このため、大屋根の屋根裏と小屋根の屋根裏とを連通す
ることが可能となり、屋根裏空間の有効利用をはかるこ
とが出来る。
That is, one end of a cross-beam that is constructed by attaching support brackets for supporting the gable panel at a predetermined pitch is used as a main-beam of a small roof provided separately from the main-roof of the large roof in the cross-ridge. Since it is fixed, it is possible to support the small roof and the corresponding gable panel in the different building by the different building beams.
Therefore, the attic of the large roof and the attic of the small roof can be communicated with each other, and the attic space can be effectively used.

【0010】上記の如く、棟違い梁の一端が小屋根の棟
梁に固定されるため、大屋根と小屋根とが同一平面を共
有することのない構造であっても、棟違い梁が妻壁側に
突出することがない。このため、棟違い梁が妻壁を構成
する妻パネルと干渉することがない。
As described above, since one end of the cross-beam is fixed to the one with a small roof, the cross-beam is not a common wall even if the large roof and the small roof do not share the same plane. Does not project to the side. Therefore, the cross-beam does not interfere with the gable panel forming the gable wall.

【0011】[0011]

【実施例】以下、上記棟違い梁の一実施例について図を
用いて説明する。図1は棟違い梁の正面図、図2は図1
のII−II断面図、図3は棟違い部に於ける棟違い梁の取
付構造を説明する模式図であり(a)は斜視図,(b)
は正面図、図4は棟違い梁と小屋根の棟梁との取合構造
の一例を説明する図、図5は妻パネルの取付構造を説明
する断面図である。
[Embodiment] An embodiment of the cross-beam will be described below with reference to the drawings. Fig. 1 is a front view of a cross-beam, and Fig. 2 is Fig. 1.
II-II sectional view of Fig. 3, Fig. 3 is a schematic diagram for explaining the mounting structure of the cross-beams in the cross-section, (a) is a perspective view, (b)
FIG. 4 is a front view, FIG. 4 is a view for explaining an example of an assembly structure of a cross-beam and a roof of a small roof, and FIG. 5 is a cross-sectional view for explaining a mounting structure of a gable panel.

【0012】先ず図3(a),(b)により本実施例に
係る棟違い梁1を用いて構成した棟違い部の概略構造に
ついて説明する。所定の間隔で支持部材2を設けた棟違
い梁1は、上方側の端部が小屋根3を構成する棟梁4に
固定され、下方側の端部は直接或いは小屋根3の軒の高
さに対応する接続部材を介して小屋根3の水平梁5に固
定されている。
First, referring to FIGS. 3 (a) and 3 (b), a schematic structure of a ridged portion constructed by using the ridged beam 1 according to this embodiment will be described. The cross-beams 1 having supporting members 2 provided at predetermined intervals are fixed at their upper ends to the main beams 4 forming the small roof 3, and the lower ends are directly or at the height of the eaves of the small roof 3. Is fixed to the horizontal beam 5 of the small roof 3 via a connecting member corresponding to.

【0013】棟違い梁1は小屋根3を構成する斜め梁6
の長さと略等しい長さを有し、且つ斜め梁6の配置レベ
ルと略等しいレベルで配置されている。また棟違い梁1
の両端が棟梁4及び水平梁5に固定されたとき、棟違い
梁1は大屋根7を構成する斜め梁8の下方に位置するよ
うに構成されている。そして大屋根7の斜め梁8と棟違
い梁1及び大屋根7側の水平梁9とで構成される面に複
数の妻パネル10を取り付けることで妻壁11を構成してい
る。
The cross-beam 1 is a slanted beam 6 which constitutes a small roof 3.
Has a length substantially equal to that of the diagonal beam 6 and is arranged at a level substantially equal to the arrangement level of the diagonal beam 6. In addition, ridge bridge 1
When both ends of the cross beam are fixed to the ridge beam 4 and the horizontal beam 5, the cross beam 1 is located below the diagonal beam 8 forming the large roof 7. A plurality of gable panels 10 are attached to a surface of the large roof 7, which is composed of the diagonal beam 8 and the cross-beam 1 and the horizontal beam 9 on the side of the large roof 7 to form a gable wall 11.

【0014】棟違い梁1は、図1,図2に示すように、
小屋根3の斜め梁6の長さと略等しい長さを有する溝形
鋼或いはC形鋼等の断面がコ字状の形鋼からなる部材の
ウエブに、妻パネル10の幅寸法に対応したピッチで断面
がL字状に折曲成形された支持部材2を配置すると共
に、これ等の支持部材2を溶接等によって固着して構成
されている。また棟違い梁1の両端には小屋根3の棟梁
4或いは水平梁5と接続するためのボルト穴1aが形成
されている。
As shown in FIG. 1 and FIG.
A pitch corresponding to the width dimension of the end panel 10 on a web of a member made of a channel steel having a U-shaped cross section such as a channel steel or a C-shaped steel having a length substantially equal to the length of the diagonal beam 6 of the small roof 3. The supporting member 2 having a L-shaped cross section is arranged, and the supporting members 2 are fixed by welding or the like. Further, bolt holes 1a for connecting to the main beam 4 of the small roof 3 or the horizontal beam 5 are formed at both ends of the cross-beam 1.

【0015】棟違い梁1の上方側の端部は小屋根3の棟
梁4に固定される。本実施例では図4に示すように、棟
梁4の端部にアングル状のブラケット12を固着すると共
に、該ブラケット12と棟違い梁1とを接続プレート13を
介して接続している。然し、棟違い梁1の棟梁4に対す
る固定構造については、前記構造に限定するものではな
く、T字状に形成したブラケットを用いても良く、また
接続プレート13を介することなく、棟違い梁1とブラケ
ット12を直接接続しても良い。
The upper end of the cross-beam 1 is fixed to the cross-beam 4 of the small roof 3. In this embodiment, as shown in FIG. 4, an angled bracket 12 is fixed to the end of the ridge beam 4, and the bracket 12 and the ridge beam 1 are connected via a connection plate 13. However, the fixing structure of the cross-beam 1 to the cross-beam 4 is not limited to the above-mentioned structure, a T-shaped bracket may be used, and the cross-beam 1 may be formed without the connection plate 13. And the bracket 12 may be directly connected.

【0016】棟違い梁1の下方側の端部は直接或いは接
続部材(図示せず)を介して小屋根3の水平梁5に固定
される。棟違い梁1の水平梁5に対する固定構造は小屋
根3の軒高さに応じて種々設定される。例えば小屋根3
の軒が高い場合、予め水平梁5に小屋根3の軒高さに対
応した高さを有する接続部材となるボックス状のスタン
ドを固着すると共に該スタンドにL字状或いはT字状の
ブラケットを固定しておき、棟違い1の下方側の端部は
前記ブラケットに固定される。また小屋根3の軒高さが
低い場合、水平梁5にブラケットを固定しておき、棟違
い1の下方側の端部は前記ブラケットに固定される。
The lower end of the cross beam 1 is fixed to the horizontal beam 5 of the small roof 3 directly or through a connecting member (not shown). The fixing structure of the cross-beams 1 to the horizontal beams 5 is variously set according to the eave height of the small roof 3. For example, small roof 3
When the eaves are tall, a box-shaped stand serving as a connecting member having a height corresponding to the eaves height of the small roof 3 is fixed to the horizontal beam 5 in advance, and an L-shaped or T-shaped bracket is attached to the stand. It is fixed, and the lower end of the ridge bridge 1 is fixed to the bracket. When the eave height of the small roof 3 is low, the bracket is fixed to the horizontal beam 5, and the lower end of the ridge difference 1 is fixed to the bracket.

【0017】支持部材2は妻パネル10の下端を載置する
取付金具14(図5参照)を取り付けて支持するものであ
る。このため、支持部材2は、妻パネル10の厚さよりも
大きい寸法を持って形成された突出片2aと、突出片2
aの先端にL字状に屈折形成された支持片2bとによっ
て形成されている。突出片2aの長さ及び支持片2bの
長さ(図1に於ける左右方向の長さ)は、幅寸法の異な
る妻パネル10によって妻壁11を構成するような場合であ
っても、これ等の妻パネル10を共通して支持し得る寸法
を有している。即ち、例えば幅 305mmの妻パネル10を使
用する場合には各支持部材2毎に該妻パネル10を支持し
得るように構成され、また例えば幅 610mmの妻パネル10
を使用する場合には1個置きの支持部材2によって支持
し得るように構成されている。
The support member 2 is for mounting and supporting a mounting bracket 14 (see FIG. 5) on which the lower end of the end panel 10 is placed. For this reason, the support member 2 has a protruding piece 2a formed with a size larger than the thickness of the end panel 10 and a protruding piece 2a.
It is formed by a support piece 2b that is formed into an L-shape at the tip of a. The length of the protruding piece 2a and the length of the supporting piece 2b (the length in the left-right direction in FIG. 1) are the same even when the end wall 11 is formed by the end panel 10 having different width dimensions. Have a size capable of supporting the gable panel 10 in common. That is, for example, when the end panel 10 having a width of 305 mm is used, each end support member 2 is configured to support the end panel 10, and the end panel 10 having a width of 610 mm, for example.
Is used, it can be supported by every other supporting member 2.

【0018】棟違い梁1に於ける支持部材2の取付角度
は、棟違い梁1を棟梁4,水平梁5に取り付けたとき支
持部材2が水平になるように、斜め梁6の勾配と略等し
い角度に設定される。
The mounting angle of the support member 2 in the cross beam 1 is approximately the same as the inclination of the diagonal beam 6 so that the support member 2 becomes horizontal when the cross beam 1 is attached to the cross beam 4 and the horizontal beam 5. Set to equal angles.

【0019】次に、上記の如く構成された棟違い梁1を
用いて妻壁11を構成する妻パネル10を支持する構造につ
いて図5により説明する。棟違い梁1は小屋根3の斜め
梁6に添って配置され、上方側の端部が小屋根3の棟梁
4に固定されると共に下方側の端部が水平梁5に固定さ
れている。また大屋根7の斜め梁8には、該梁8に沿っ
て小屋根3側に妻パネル10の上端側を固定するアングル
状の固定部材15が取り付けられている。
Next, the structure for supporting the gable panel 10 which constitutes the gable wall 11 using the ridge beam 1 constructed as described above will be explained with reference to FIG. The cross-beam 1 is arranged along the slanted beam 6 of the small roof 3, the upper end is fixed to the main beam 4 of the small roof 3, and the lower end is fixed to the horizontal beam 5. An angled fixing member 15 for fixing the upper end side of the gable panel 10 is attached to the diagonal beam 8 of the large roof 7 on the side of the small roof 3 along the beam 8.

【0020】小屋根3の棟梁4,水平梁5に棟違い梁1
を固定すると共に大屋根7の斜め梁8に固定部材15を取
り付けたとき、棟違い梁1に於ける支持部材2の支持片
2bと固定部材15の固定片15aは上下方向に於ける同一
平面上に配置され、支持部材2の支持片2bは水平状態
となる。このとき、支持部材2の突出片2aは水平とな
る必要はない。然し、他の部材との干渉を避けるため
に、突出片2aも水平であることが好ましい。
Main beam 4 of small roof 3 and horizontal beam 5
When the fixing member 15 is attached to the diagonal beam 8 of the large roof 7 and the fixing member 15 is fixed to the diagonal beam 8 of the large roof 7, the supporting piece 2b of the supporting member 2 and the fixing piece 15a of the fixing member 15 in the cross beam 1 are in the same plane in the vertical direction. The support piece 2b of the support member 2 arranged above is in a horizontal state. At this time, the protruding piece 2a of the support member 2 does not need to be horizontal. However, it is preferable that the protruding piece 2a is also horizontal in order to avoid interference with other members.

【0021】次いで、棟違い梁1,固定部材15に予め所
定の寸法と形状に形成された妻パネル10を固定する。妻
パネル10の固定方法は、予め棟違い梁1に於ける支持部
材2の支持片2bに取付金具14を引っ掛けておき、予め
ボルト16を取り付けた妻パネル10を取付金具14に載置す
ると共に、該パネル10に取り付けたボルト16を夫々固定
部材15の固定片15aに形成した穴、及び取付金具14と対
向させ、ボルト16にナット17を螺合することで行われ
る。
Next, the gable panel 10 having a predetermined size and shape is fixed to the cross beam 1 and the fixing member 15. As for the method of fixing the gable panel 10, the mounting bracket 14 is hooked on the support piece 2b of the supporting member 2 in the cross beam 1 in advance, and the gable panel 10 to which the bolt 16 is mounted is placed on the mounting bracket 14 in advance. The bolts 16 attached to the panel 10 are made to face the holes formed in the fixing pieces 15a of the fixing member 15 and the mounting member 14, respectively, and the nuts 17 are screwed into the bolts 16.

【0022】上記の如くして複数の妻パネル10を順次棟
違い梁1と固定部材7に固定することで棟違い部に於け
る妻壁11を構成することが可能である。
As described above, the plurality of gable panels 10 are sequentially fixed to the cross-beams 1 and the fixing members 7 to form the gable wall 11 in the cross-ridge portion.

【0023】[0023]

【発明の効果】以上詳細に説明したように本発明に係る
棟違い梁は、所定のピッチで妻パネルを支持する支持部
材を取り付けると共に、一端を小屋根を構成する棟梁に
固定して取り付けたので、この棟違い梁の支持部材によ
って妻パネルの下端を支持して固定することが出来る。
従って、妻壁は小屋根の斜め梁と大屋根の斜め梁との間
に構成されることとなり、小屋根の屋根裏と大屋根の屋
根裏を連通して屋根裏空間の有効利用をはかることが出
来る。
As described above in detail, in the cross beam according to the present invention, the supporting member for supporting the gable panel is attached at a predetermined pitch, and one end is fixed and attached to the ridge beam constituting the small roof. Therefore, the lower end of the gable panel can be supported and fixed by the support member of the cross beam.
Therefore, the gable wall is configured between the diagonal beam of the small roof and the diagonal beam of the large roof, and the attic space of the small roof and the attic of the large roof can be communicated with each other to effectively use the attic space.

【0024】また大屋根斜め梁と棟違い梁が平行な部分
では妻パネルの寸法,形状が同一となり、従って、妻パ
ネルの種類を削減することが出来る。また棟違い梁が小
屋根の斜め梁よりも長くなることがないため、棟違い梁
の一部が妻壁部分に突出することがない。このため、妻
壁に妻パネルを取り付ける際に該妻パネルと棟違い梁が
干渉することがない。
Further, the size and shape of the gable panel are the same in the part where the large roof diagonal beam and the ridge beam are parallel to each other, so that the number of gable panels can be reduced. Moreover, since the cross-beam does not become longer than the diagonal beam of the small roof, part of the cross-beam does not project to the gable wall. For this reason, when the gable panel is attached to the gable wall, the gable panel and the cross-beam do not interfere with each other.

【0025】本発明に係る棟違い梁は必ず上方側の端部
が小屋根の棟梁に固定されるため、如何なる棟違い部で
あっても同一部品によって棟梁と棟違い梁を接合するこ
とが出来る。このため、棟違い部の構造に関わらず部品
の共通化をはかると共に合理化をはかることが出来る等
の特徴を有するものである。
Since the ridge beam according to the present invention is always fixed to the ridge beam of the small roof at the upper end, it is possible to join the ridge beam and the ridge beam with the same component, regardless of the ridge structure. . Therefore, regardless of the structure of the different building, the parts can be shared and rationalized.

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

【図1】棟違い梁の正面図である。FIG. 1 is a front view of a cross-beam.

【図2】図1のII−II断面図である。FIG. 2 is a sectional view taken along the line II-II in FIG.

【図3】棟違い部に於ける棟違い梁の取付構造を説明す
る模式図であり(a)は斜視図,(b)は正面図であ
る。
3A and 3B are schematic diagrams for explaining a mounting structure of a cross-beam in a cross-section, where FIG. 3A is a perspective view and FIG. 3B is a front view.

【図4】棟違い梁と小屋根の棟梁との取合構造の一例を
説明する図である。
FIG. 4 is a diagram illustrating an example of a joining structure of a cross-beam and a small roof girder.

【図5】妻パネルの取付構造を説明する断面図である。FIG. 5 is a cross-sectional view illustrating the mounting structure of the end panel.

【図6】課題を説明する図である。FIG. 6 is a diagram illustrating a problem.

【符号の説明】[Explanation of symbols]

1 棟違い梁 2 支持部材 3 小屋根 4 棟梁 5,9 水平梁 6,8 斜め梁 7 大屋根 10 妻パネル 11 妻壁 14 取付金具 15 固定部材 16 ボルト 17 ナット 1 building beam 2 support member 3 small roof 4 building beam 5,9 horizontal beam 6,8 diagonal beam 7 large roof 10 gable panel 11 gable wall 14 mounting bracket 15 fixing member 16 bolt 17 nut

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 切妻屋根に於ける棟違い部に配置される
棟違い梁であって、妻壁を構成する妻パネルを支持する
支持金具を所定のピッチで取り付けると共に、一端を高
い側の棟梁とは独立した低い側の棟梁に固定したことを
特徴とした棟違い梁。
1. A cross-girder beam to be arranged at a cross-deck part of a gable roof, in which supporting metal fittings for supporting a gable panel forming a gable wall are attached at a predetermined pitch, and one end of the girder is on a higher side. This is a cross-beam that is fixed to the main beam on the lower side, which is independent from.
JP29822392A 1992-10-12 1992-10-12 Different ridge beam Withdrawn JPH06123157A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29822392A JPH06123157A (en) 1992-10-12 1992-10-12 Different ridge beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29822392A JPH06123157A (en) 1992-10-12 1992-10-12 Different ridge beam

Publications (1)

Publication Number Publication Date
JPH06123157A true JPH06123157A (en) 1994-05-06

Family

ID=17856825

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29822392A Withdrawn JPH06123157A (en) 1992-10-12 1992-10-12 Different ridge beam

Country Status (1)

Country Link
JP (1) JPH06123157A (en)

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Effective date: 20000104