JP3676587B2 - Building roof structure - Google Patents

Building roof structure Download PDF

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Publication number
JP3676587B2
JP3676587B2 JP28217398A JP28217398A JP3676587B2 JP 3676587 B2 JP3676587 B2 JP 3676587B2 JP 28217398 A JP28217398 A JP 28217398A JP 28217398 A JP28217398 A JP 28217398A JP 3676587 B2 JP3676587 B2 JP 3676587B2
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Japan
Prior art keywords
corner
truss
roof
upper chord
joined
Prior art date
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Expired - Lifetime
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JP28217398A
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Japanese (ja)
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JP2000110294A (en
Inventor
良道 河合
潤 清水
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Nippon Steel Corp
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Nippon Steel Corp
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Priority to JP28217398A priority Critical patent/JP3676587B2/en
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Description

【0001】
【発明の属する技術分野】
本発明は、建築物の屋根構造に係り、特に鋼製住宅におけるガーダー屋根トラスと、隅木との接合構造及び、屋根トラスの補強構造に特徴を有する建築物の屋根構造に関するものである。
【0002】
【従来の技術】
鋼製住宅においては、板厚0.5mm〜2.3mm程度の薄鋼板をロールフオーミング加工してなる溝形鋼を枠材とし、各枠材間を固定金具により結合して建物枠を構築している。前述の鋼製住宅において、寄棟屋根の補強構造及び接合構造には改良すべき点が残されている。
【0003】
図5,図6によって説明すると、各図に示される寄棟屋根は本発明者が別途開発したもので(現在未公開出願中)、この図には、寄棟屋根における一方の妻部が示されている。図において、各部材に薄鋼板製の溝形鋼が使用され、また、互いに平行関係にある2組の軒桁1,2が矩形に組まれている。各軒桁1,2は建物の壁面を取付ける複数の柱3(図7に示す)の上端に取付けられる。図には、下弦材4と、2つの上弦材5からなる2等辺3角形の妻側端部に位置するガーダー屋根トラス6が示されている。
【0004】
2方向に配置された軒桁1,2が交わる2つの軒隅15から、前記ガーダー屋根トラス6の頂部11に伸長して1本部材の隅木16が架設され、寄棟屋根の傾斜架構が構築される。
【0005】
【発明が解決しようとする課題】
前述の屋根構造にあっては、屋根トラスの強度確保上の問題、ガーダー屋根トラスと隅木との接合構造における施工性,精度確保等の点で問題がある。本発明はこれらの問題点を解決した屋根構造を提供することを課題とする。
【0006】
【課題を解決するための手段】
前記の課題を解決するため、本発明は、妻方向端部に位置し、下弦材と上弦材で構成される3角形のガーダー屋根トラスと、隅木と軒桁と、これらに架設される垂木とで寄棟が構築される屋根構造であって、溝形鋼で形成される前記ガーダー屋根トラスの頂部において、左右の上弦材のウエブ背面に、当該左右の上弦材の間を接合するトラス頂部接合金物を当接して、当該上弦材と接合金物を貫通するボルト等の固定金具により両部材を接合し、他方、溝形鋼で形成される隅木の端部において、左右の隅木のウエブ背面に当該隅木と同一断面形状の補強用隅木のウエブ背面を、その片端部が当該隅木の端部から突出するように接合プレートを挟んで配設し、その当接部を貫通する固定金具により各部材を接合し、隅木接合金物の中央部を前記トラス頂部接合金物に当接して両部材を固定金具で接合し、隅木接合金物の折り曲げ部と前記隅木の端部から突出する接合プレートを当接して両部材を固定金具で接合した構成を特徴とする。
また本発明は、前記隅木に代えて、前記隅木と同一断面形状の隅木トラス上弦材を前記隅木と同じ接合構造で前記トラス頂部接合金物隅木に接合することを特徴とする。
また本発明は、妻方向端部に位置し、下弦材と上弦材で構成される3角形の屋根トラスと、隅木と軒桁と、これらに架設される垂木とで構築される屋根構造であって、溝形鋼で形成される前記屋根トラスの頂部において、左右の上弦材のウエブ背面に、当該上弦材と同一断面形状の補強用上弦材のウエブ背面を、前記左右の上弦材の間を結合するトラス頂部接合金物を挟んで当接し、この当該部を貫通する固定金具により前記各部材を接合してなる構成を特徴とする。
【0007】
第1と第2の発明によると、隅木はこれと同一断面形状の補強用隅木で補強されており、かつ接合プレートと、隅木接合金物と、トラス頂部接合金物を介して、ボルト等の固定金具によりガーダー屋根トラスと隅木が現場での容易な施工で接合できる。
また、第3の発明によると、ガーダー屋根トラス(他のキングポスト屋根トラスも同じ)の上弦材は、これと同一断面形状の補強用上弦材との背中合わせ接合により、他を一切変えることなく補強できる。
【0008】
【発明の実施の形態】
以下本発明の実施形態を図を参照して説明する。
図1〜図2は第1実施形態として、寄棟屋根の妻部の架構構造を示し、妻方向端部に位置するガーダー屋根トラス26の上弦材5と、隅木16及び、束部材12のいずれも薄鋼板製の溝形鋼で構成されている。前記ガーダー屋根トラス26の頂部31において、左右の上弦材5のウエブ20背面に、当該左右の上弦材5の間を接合するトラス頂部接合金物8aを当接して、当該上弦材5と頂部接合金物8aを貫通するボルト等の固定金具25により両部材が接合されている。
【0009】
また、溝形鋼で形成される隅木16の上端部において、左右の隅木16のウエブ20背面に、当該隅木16と同一断面形状の補強用隅木27のウエブ20背面を、当該隅木16の上端から突出する接合プレート28を挟んで当接し、かつその当接部を貫通する固定金具25により各部材を接合し、隅木接合金物29の当接面30を前記トラス頂部接合金物8aに当接して両部材及び、束部材12間をボルト等の固定金具25で接合し、かつ隅木接合金物29の折り曲げ部32と前記隅木16の接合プレート28を当接して両部材間をボルト等の固定金具25で接合する。
【0010】
第1実施形態の屋根構造によると、隅木16と補強用隅木27には予め接合プレート28が取付けられており、この接合プレート28と隅木接合金物29とトラス頂部接合金物8aは、現場施工が容易なボルト等による固定金具25により接合され、同時に束部材12も接合されるので施工が従来に比べて著るしく簡素化される。
【0011】
図3、図4には、第2実施形態に係る寄棟屋根の妻部の架構構造が示されている。この第2実施形態では、前記ガーダー屋根トラス26において、左右の上弦材5のウエブ20背面に、当該上弦材5と同一断面形状の補強用上弦材33のウエブ20の背面を、前記左右の上弦材5の間を結合するトラス頂部接合金物8aを挟んで当接し、かつ両上弦材5とトラス頂部接合金物8aを貫通するボルト等の固定金具25により前記各部材を接合して構成される。また、下弦材4のウエブ20背面に当該下弦材4と同一断面形状の補強用下弦材34のウエブ20の背面を前記下弦材4の間を結合する接合金物8を挟んで当接し、かつ両下弦材4とトラス頂部接合金物8aを貫通するボルト等の固定金具25により前記各部材を接合して構成される。
【0012】
第2実施形態によると、ガーダー屋根トラス26の上弦材5のウエブ背面に、これと同一断面形状の補強用上弦材33をトラス頂部接合金物8aを介して背中合わせで当接し、固定金具25で結合することにより補強されているので、ガーダー屋根トラス26は上弦材5の断面を大きくすることなく、かつガーダー屋根トラスは幅方向中心軸線を介して対象であって偏心せず、バランスを保って補強される。なお、この補強構造は、ガーダー屋根トラス26について説明したが、キングポスト屋根トラスについても全く同様に適用される。
【0013】
【発明の効果】
以上説明したように、本発明の第1と第2の発明によると、寄棟屋根の棟部において、溝形鋼製の隅木及び、これと同一断面形状の補強用隅木を接合金物を中間に挟んで固定金具で補強し、現場作業では、前記各隅木の上端から突出する接合プレートと、隅木接合金物をボルト等の固定金具で固定し、この隅木接合金物の当接面を屋根トラスの左右上弦材と束部材を接合するトラス頂部接合金物の側面に当てがい、ボルト等の固定金具を用いて結合できるので、ガーダー屋根トラスと隅木との取合いと現場接合の容易化及び、施工精度の大巾向上と施工時間の大巾短縮化が可能となる。
【0014】
また、第3の発明によると、溝形鋼製の屋根トラス上弦材のウエブ背面に、これと同一断面形状の補強用上弦材をトラス頂部接合金物を中間に両ウエブ背中合わせで接合し、かつボルト等の固定具を介して結合することで前記上弦材を補強するから、従来のように溝形鋼の断面の増大や偏心の問題が生じず、基本的に他を一切変えずに、上弦材と同じ部材を単に追加し、さらには、必要に応じて接合金物の板厚を上げるだけで補強に対して簡易に対応できるという効果がある。
【図面の簡単な説明】
【図1】本発明の第1実施形態に係る屋根トラス頂部における隅木との取合い構造を示す横断平面図である。
【図2】図1にA矢印で示す正面図である。
【図3】第2実施形態に係る屋根トラスの補強構造を示す断面図である。
【図4】第2実施形態に係る屋根トラス頂部における隅木との取合い構造を示す横断平面図である。
【図5】寄棟屋根を構築する場合の第1施工工程の斜視図である。
【図6】同じく第2工程の斜視図である。
【図7】ガーダー屋根トラスの正面図である。
【符号の説明】
1 軒桁
2 軒桁
3 柱
4 下弦材
5 上弦材
6 ガーター屋根トラス
7 棟つなぎ
8 接合金物
8a トラス頂部接合金物
10 ドリルねじ
11 頂部
12 束部材
13 ラチス材
14 天井根太
15 軒隅
16 隅木
17 垂木
18 隅木下弦材
19 ボルト
20 ウエブ
21 第1当接面
22 第2当接面
23 中間当接面
24 隅木接合金物
25 固定金具
26 ガーダー屋根トラス
27 補強用隅木
28 接合プレート
29 隅木接合金物
30 中央部
31 頂部
32 折り曲げ部
33 補強用上弦材
34 補強用下弦材
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a roof structure of a building, and more particularly to a roof structure of a building characterized by a joining structure between a girder roof truss and a corner tree in a steel house and a reinforcing structure of the roof truss.
[0002]
[Prior art]
In steel houses, a frame is made of grooved steel formed by roll forming a thin steel plate with a thickness of about 0.5mm to 2.3mm, and each frame is joined with a fixing bracket to construct a building frame. doing. In the steel house described above, there are still points to be improved in the reinforcing structure and the joining structure of the dormitory roof.
[0003]
Referring to FIGS. 5 and 6, the dormitory roof shown in each figure was developed separately by the present inventor (currently unpublished application), and this figure shows one of the wives on the dormitory roof. Has been. In the figure, thin steel sheet-shaped channel steel is used for each member, and two eaves girders 1 and 2 that are parallel to each other are assembled in a rectangular shape. Each eaves girder 1 and 2 is attached to the upper ends of a plurality of pillars 3 (shown in FIG. 7) for mounting the wall of the building. In the figure, a girder roof truss 6 located at the end of the isosceles triangle composed of a lower chord member 4 and two upper chord members 5 is shown.
[0004]
An eaves roof 16 is constructed from two eaves corners 15 where two eaves 1 and 2 arranged in two directions extend to the top 11 of the girder roof truss 6 to construct an inclined frame of the dormitory roof. Is done.
[0005]
[Problems to be solved by the invention]
The above-mentioned roof structure has problems in terms of securing the strength of the roof truss, ensuring workability and ensuring accuracy in the joint structure between the girder roof truss and the corner tree. An object of the present invention is to provide a roof structure that solves these problems.
[0006]
[Means for Solving the Problems]
In order to solve the above-described problems, the present invention provides a triangular girder roof truss composed of a lower chord material and an upper chord material, a corner tree, an eaves girder, and a rafter erected on them. In the roof structure in which the berth is built, the top of the girder roof truss formed of channel steel, the top of the truss top joining the right and left upper chords to the back of the web of the left and right upper chords A metal piece is brought into contact, and both members are joined by a fixing metal fitting such as a bolt penetrating the upper chord material and the joint metal piece. On the other hand, at the end portion of the corner wood formed of channel steel, The back surface of the reinforcing corner wood having the same cross-sectional shape as the corner wood is arranged with a joining plate so that one end portion protrudes from the edge portion of the corner wood, and each member is fixed by a fixing metal fitting penetrating the contact portion. The central part of the corner joint metal fitting It features a structure in which both members are joined with a fixing metal fitting in contact with a lath top joining metal piece, and a bent plate of the corner wood joining hardware and a joining plate protruding from the end of the corner wood are brought into contact and both members are joined with the fixing metal fitting. To do.
Further, the present invention is characterized in that instead of the corner wood, a corner truss upper chord material having the same cross-sectional shape as the corner wood is joined to the truss top joint metal corner wood with the same joining structure as the corner wood.
In addition, the present invention is a roof structure that is constructed by a triangular roof truss composed of a lower chord material and an upper chord material, a corner tree, an eaves girder, and a rafter erected on them. Then, at the top of the roof truss formed of channel steel, the back of the upper chord material of the left and right upper chord material is disposed on the back surface of the upper chord material of the same cross-sectional shape as the upper chord material. The structure is formed by abutting the truss top joint hardware to be joined and joining the respective members by a fixing metal fitting penetrating the part.
[0007]
According to the first and second inventions, the corner wood is reinforced by the reinforcing corner wood having the same cross-sectional shape as this, and the fixing bracket such as a bolt is provided via the joining plate, the corner wood joining hardware, and the truss top joining hardware. This allows girder roof trusses and corner trees to be joined with easy construction on site.
Further, according to the third invention, the upper chord material of the girder roof truss (the same applies to other king post roof trusses) is reinforced without changing anything else by back-to-back bonding with the reinforcing upper chord material of the same cross-sectional shape. it can.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the drawings.
1 to 2 show a frame structure of a gable part of a dormitory roof as a first embodiment. Any one of the upper chord material 5 of the girder roof truss 26 located at the end of the gable direction, the corner wood 16 and the bundle member 12 is shown. Is also composed of channel steel made of thin steel plate. At the top 31 of the girder roof truss 26, the truss top joint 8a that joins between the left and right upper chords 5 is brought into contact with the back of the web 20 of the left and right upper chords 5, so that the upper chord 5 and the top joint 5 are joined. Both members are joined by a fixing metal fitting 25 such as a bolt penetrating 8a.
[0009]
Further, at the upper end portion of the corner wood 16 formed of channel steel, the rear surface of the web 20 of the reinforcing corner wood 27 having the same cross-sectional shape as the corner wood 16 is disposed on the rear surface of the left and right corner wood 16 from the upper end of the corner wood 16. Each member is joined by the fixing metal fitting 25 which is in contact with the protruding joining plate 28 and passes through the contact portion, and the contact surface 30 of the corner wood joint metal 29 is brought into contact with the truss top joint metal 8a. The member and the bundle member 12 are joined with a fixing metal fitting 25 such as a bolt, and the bent portion 32 of the corner metal fitting 29 and the joining plate 28 of the corner wood 16 are brought into contact with each other with a fixing metal fitting 25 such as a bolt. Join.
[0010]
According to the roof structure of the first embodiment, the joining plate 28 is attached in advance to the corner wood 16 and the reinforcing corner wood 27, and the joining plate 28, the corner wood joining hardware 29, and the truss top joining hardware 8a are easy to perform on-site construction. Since the bundling member 12 is joined at the same time by the fixing bracket 25 such as a simple bolt, the construction is remarkably simplified as compared with the prior art.
[0011]
FIGS. 3 and 4 show the frame structure of the end portion of the dormitory roof according to the second embodiment. In the second embodiment, in the girder roof truss 26, the back surface of the web 20 of the reinforcing upper chord member 33 having the same cross-sectional shape as the upper chord member 5 is disposed on the back surface of the left and right upper chord members 5. The above members are joined by fixing brackets 25 such as bolts that are in contact with each other with the truss top joint metal 8a that joins between the members 5 sandwiched therebetween and that penetrate both the upper chord material 5 and the truss top joint metal 8a. Further, the back surface of the web 20 of the reinforcing lower chord material 34 having the same cross-sectional shape as that of the lower chord material 4 is brought into contact with the back surface of the web 20 of the lower chord material 4 with the joining hardware 8 connecting the lower chord material 4 interposed therebetween. Each member is joined by a fixing metal fitting 25 such as a bolt penetrating the lower chord member 4 and the truss top joint fitting 8a.
[0012]
According to the second embodiment, the upper chord member 33 for reinforcement having the same cross-sectional shape is brought into contact with the back surface of the upper chord member 5 of the girder roof truss 26 through the truss top joint fitting 8a and joined by the fixing bracket 25. Therefore, the girder roof truss 26 does not increase the cross-section of the upper chord material 5, and the girder roof truss is not subject to eccentricity through the central axis in the width direction and is reinforced in a balanced manner. Is done. Although this reinforcing structure has been described for the girder roof truss 26, the same applies to the king post roof truss.
[0013]
【The invention's effect】
As explained above, according to the first and second inventions of the present invention, in the ridge portion of the dormitory roof, the grooved steel corner tree and the reinforcing corner tree having the same cross-sectional shape as the joint metal fitting are placed in the middle. In the field work, the joining plate protruding from the upper end of each corner and the corner metal fittings are fixed with bolts, etc., and the contact surfaces of the corner metal fittings are fixed to the left and right sides of the roof truss. Since it can be attached to the side of the truss top joint hardware that joins the upper chord material and the bundle member and can be joined using bolts, etc., it is easy to connect the girder roof truss and the cornerwood and to join the field, and to increase the construction accuracy. The width can be improved and the construction time can be greatly shortened.
[0014]
According to a third aspect of the present invention, a reinforcing upper chord material having the same cross-sectional shape is joined to the back surface of the upper truss material made of a grooved steel roof truss, and the bolts are joined back to back on both sides of the truss top joint hardware. Since the upper chord material is reinforced by connecting with a fixing tool such as the above, there is no problem of an increase in the cross section of the grooved steel or eccentricity as in the conventional case, and basically the upper chord material is not changed at all. The same member is simply added, and further, it is possible to easily cope with the reinforcement simply by increasing the thickness of the metal joint as necessary.
[Brief description of the drawings]
FIG. 1 is a cross-sectional plan view showing a connection structure with a corner tree at the top of a roof truss according to a first embodiment of the present invention.
FIG. 2 is a front view indicated by an arrow A in FIG.
FIG. 3 is a cross-sectional view showing a roof truss reinforcement structure according to a second embodiment.
FIG. 4 is a cross-sectional plan view showing a connection structure with a corner tree at a roof truss top portion according to a second embodiment.
FIG. 5 is a perspective view of a first construction process when building a dormitory roof.
FIG. 6 is a perspective view of the second step in the same manner.
FIG. 7 is a front view of a girder roof truss.
[Explanation of symbols]
1 Girder 2 Girder 3 Pillar 4 Lower chord material 5 Upper chord material 6 Garter roof truss 7 Building splice 8 Joint hardware 8a Truss top joint metal 10 Drill screw 11 Top 12 Bundle member 13 Lattice material 14 Ceiling joist 15 Corner 16 Corner 17 Rafter 18 Corner wood lower chord material 19 Bolt 20 Web 21 1st contact surface 22 2nd contact surface 23 Intermediate contact surface 24 Corner wood joint metal fitting 25 Fixing metal fitting 26 Girder roof truss 27 Reinforcement corner wood 28 Joint plate 29 Corner wood joint hardware 30 Central part 31 Top portion 32 Bending portion 33 Upper chord material for reinforcement 34 Lower chord material for reinforcement

Claims (3)

妻方向端部に位置し、下弦材と上弦材で構成される3角形のガーダー屋根トラスと、隅木と軒桁と、これらに架設される垂木とで寄棟が構築される屋根構造であって、溝形鋼で形成される前記ガーダー屋根トラスの頂部において、左右の上弦材のウエブ背面に、当該左右の上弦材の間を接合するトラス頂部接合金物を当接して、当該上弦材と当該トラス頂部接合金物を貫通する固定金具により両部材を接合し、他方、溝形鋼で形成される隅木の端部において、左右の隅木のウエブ背面に当該隅木と同一断面形状の補強用隅木のウエブ背面を、その片端部が当該隅木の端部から突出するように接合プレートを挟んで配設し、その当接部を貫通する固定金具により各部材を接合し、隅木接合金物の中央部を前記トラス頂部接合金物に当接して両部材間を固定金具で接合し、かつ前記隅木接合金物の折り曲げ部と前記隅木の端部から突出する接合プレートを当接して両部材を固定金具で接合した構成を特徴とする建築物の屋根構造。It is a roof structure where a dormitory is constructed by a triangular girder roof truss composed of lower chord material and upper chord material, corner girders, eaves girders, and rafters erected on them, located at the end of the wife In addition, at the top of the girder roof truss formed of channel steel, a truss top joint metal that joins between the left and right upper chord members is brought into contact with the back surfaces of the left and right upper chord members, and the upper chord member and the truss Both members are joined by a fixing metal fitting that penetrates the top fitting, and on the other hand, at the end of a corner formed of channel steel, on the back of the left and right corner wood, the back of the reinforcing corner wood having the same cross-sectional shape as the corner wood Are arranged with a joining plate sandwiched so that one end thereof protrudes from the end of the corner, and each member is joined by a fixing metal fitting penetrating the abutting portion, and the central portion of the corner joining hardware is connected to the truss. Both parts in contact with top joint hardware Roof construction of a building which is bonded between a fixed bracket, and wherein the configuration of the joint plate protruding from the Sumiki end of the the bent portion of the bonding hardware Sumiki joined in contact with both members fixing bracket. 前記隅木に代えて、前記隅木と同一断面形状の隅木トラス上弦材を前記隅木と同じ接合構造で前記トラス頂部接合金物に接合することを特徴とする請求項1記載の建築物の屋根構造。2. The roof structure of a building according to claim 1, wherein instead of the corner wood, an upper chord material of a corner wood truss having the same cross-sectional shape as the corner wood is joined to the truss top joint hardware by the same joining structure as the corner wood. 妻方向端部に位置し、下弦材と上弦材で構成される3角形の屋根トラスと、隅木と軒桁と、これらに架設される垂木とで構築される屋根構造であって、溝形鋼で形成される前記屋根トラスの頂部において、左右の上弦材のウエブ背面に、当該上弦材と同一断面形状の補強用上弦材のウエブ背面を、前記左右の上弦材の間を結合するトラス頂部接合金物を挟んで当接し、この当接部を貫通する固定金具により前記各部材を接合してなる建築物の屋根構造。A roof structure constructed of a triangular roof truss composed of lower chord material and upper chord material, corner trees, eaves girders, and rafters erected on these, located at the end in the direction of the end of the wife. At the top of the roof truss formed by A roof structure of a building, which is in contact with a metal object, and the members are joined together by a fixture that passes through the contact portion.
JP28217398A 1998-10-05 1998-10-05 Building roof structure Expired - Lifetime JP3676587B2 (en)

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